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EXP ExPOSEC OR EKPAhS!ON W/A WITt-1OUT C,2 1.l'tr• OD Cv1EWL DIAMETER utli uRLDIED W'RE BRIG mcm L STUD • 16' O.G. - 2C GL cA • • � � D.6•`ITL.9T'JD • Ib' C.C. - 20 GA. FD c;.00R DRAM OF. CVEI�LOW DRAIN O wlNDau T''PS 5�.•-INa C: BUILDING (3: 7j- E - C':IC.0 Fc, OHD O,/ERNEAG DOOR c, - 1 p' o -tom- kl �` SEE S 1E.ICT. N cOJNDA-ION OMG OPENING MAW MDICATEB ' ,ROT 1RE R,. ON GRINNELL RE PR„'-ECT. 5 b. CC. o �d L \ -BEE E.6'"TL.STUD • 16' O.G. - 2C GA. cE c'RE ExTNGU1F7wFR OPP. OPPOSITEAPPI.IED ON, OVER OR IN 30:12 NE MINNEI»AOA 5921 N.MARINE DRIVE 4wEtt ' Q BE_ 5'RLC' �--SEE STRUCT. 5-RUGT SEE b-RuCT VANCOUVER WA 98663 PORTLAND, OR 91203 F.2x6 STUD • Ib'O T '503)222-6001 (503,, 28S-WW SIT 2000 00008.SUP2000 00104 \_ G. 2x4 bTUD • I6' U._ 7301 SW Dartmouth Str 19•r2S5G 21 22 MOM � � 0111E CR�1610N (503)289•°!©62 FAX t of 44 LEGIBILITY STRIP 5 s s 9 0 11 12 13 14 1e r 113 19 20 21 22 2:a 24 25 26 2, 26 29 3c jl CD { EI 11 01 g 9 4 NUNI OO Ot 1.ilaliltl.11.I,Itl�l.tl�fJtliJ.�lf11l.IJIIIJ�tJ-Llaltlil�Jtltla.li.li.LIItILIII,tILIIIIJI�LIIiIIIIIIIIIIIIIIIIIIIIIIIIII IILIIILI�IIIIIIIlII111111�It IIIJLI1111111It. 111�IIIIILIItIIItliltl hU�1)fWIJ. tW1liL�ltlfh.l��tltltliJ�.lf.l-Iltli.l I 0 ^owl, r KEYNO TF5 PROJECT AREA o4~ MAGONW SEE F4/A201. `46✓. &u—r —F.:GE - -� ----__-- __-»-»__- »_____ _________»-______r__..____ Crc C= �FvAA v E - / T --_«•__--------_..- ..-___ ------ -8 v of F»_E C^ -�'�.•��ww�ar-_ t ..SVD�O» h'STK! f'--- ---------— _ _•-_-_••-«----------------------------------------- WINC-_ PRC-PER-r- L INE 4 55C..e _� •.a _:"r.X 4C5 W-s • 7---__----- _ .--«_-_-- 55wC C iEQ.E:.0 �C�crc<r+E OPV" WOM AND PLAT CS•• ✓�c. _5 _ Zee 5 z 2r<� _£�*..nc: � •.,ccs •` I I { l_ .-`^a.�..r_. __.....___ .. _ _ _ ` I G.'r OE r E `Ef Lik-,CA"C'TR�^D-E E/ ST iL.TEE'c 4 E ., fie:^ze ~eE� ;-,ti% ',E- 'QC:<EQ'* `e -ti:IRS _ I E _ _ . F` C-,E- :�6. C J*E16 OR _C 'r N\� ...:_ '�- `4 - -- 26.2C'JL c_`rC CO 5_ Ya ` �� ,�_ SE_ /_ 4 1 , dn~ T14EIRMAL •MOIl/T1�PILO T 295$9 - 1 RJ`'-'BO_. PROF E5 -C TIlG IOIi 1 FRPAE4 NE - �E1 WINCO (El PETSP aRT C ! O i l "" I - cE. - E- `R r ie �� a`�erR 'E N- c 2"5C Vj7/ C-5 _ e._ r. RC�'L 3.5•E" ! I 1 ,PPI.. CAfv_T z_ V =4»a h u 15 E .:N \_.. ` ,:, = ``• c"4 E i^_£ mac'"E E C t. _ `------------ _ » »pE 1 1 _ _` - - - // VII - � f -, ( ' tt -- _•'b L.:1r c.:G`c-^ 3K.[-Y t,C C. .1t3-_9sE: y 1 ibcz< C-0,i* C-F -=CE- i i I NIL aT�:. I // �• H as~ DOOM AIV WMC40" —vm:__D • - _ _ _ ..- 1 , v c = jf _'2:i :Er.-E.._ :!7C* • 1 • I '.../ . _ ' �_.. _G_ _' ' / �� 1 1 I __-_Y-• f 'i..Ce _ =[E••�ti' =[..":� 5•a' 1 _ ��p0 PMIWIE 2 � / ^ ,.. �. ,.. :.�. i.J�' f I � ` ! � KLA •.'C\E ��-:•G '�4E_»oyR E��•.-^ Q. c__-•EG Q/ONCE •EE -E ° MMI. I / r...,. w ..- — ; • r 9 _`__ I = / o RE- _ c_¢cam_ � I ! 4`_ •`•3 `'�.� _ ."s 4_'r I � I _ �ccc - • 1 tt:\�E _EE IG ww" PAL 66 _ _ I _ .. r S - � E -E"8 -EE ..3E (E) WINCO = (E) PETSMART w 1: - : BLDG C > sw IOI01 TOI�t AGGINOIEIIE Irl 1 Ii000 IQIIP�1'!NT , 4R�� ..e-`- z 1 1 , ` J - I t ► f Al AREA PLAN = E 5 E,:._r • .�� J 1 .i1 S EE Sign No. OR20-6B Sign No. OR20-60 - p / �r.••a_ er�-rer• ea .. ..\'_.:E. 47 _e.:'__ = i_♦ I .:\: .:\ � .:\ e�=� F= = h VAN-ACCESSIBLE I�ICci'/2"C� `+- Pll►ifllG WITH DJd.Y. �r J c:,i•c\3 - _ ---= CGS/7E__`-t-- �: I DISABLED PplYT OKr �yK. — 7K .c / / �•C�r 181 VIOLATORS SIb�ECT TO ORS MA20 AND FIE . 8 '� -- `� •F`e_. \= Y `re ^`... UP TO 1700 1100! ORS Kill 2. k fie• � / _ / c / / / I '; w / ,� ( \` _ _cc .:\ _. _.. =_c_•F `. 1 Sign Background: eiuc Sign Bock,Tround: Blue Sinn legend: white 1 Sign L egend: White ✓� 1 I► 111 ' [PERMIT SET - MARCH 22, 2000 • t��t ,M^t C/•, �•R c\� tl Ill , 1111 I t r---- - ----- -- ------ �, Q) ti Tht! Disabled Person parking sign is used to designate a The VAN-ACCESSIBLE sign sna/l only be used with sign OR0-68 / I parking space for vehicles with o DAN permit as stated. to designate these parking spores that have on 8-foo► aisle. f This is the standard sign for use off the State Highway System. I �� ! tKE--•,\, _ I \" E4i "= A R C H I T E C T S AL '11 - "--11'•61 PRI A pRG�ESS10NAL CORPORATION ADJUOr'IEV' E _ 1022 SOUTHWEST 9ALNON SURE 35C _ =��F CL E/•� 1111 �'� -- - ! PORTLAND. OREGON 97205.2447 USA _ `ELEPHONE 503 722 5757 cAr 503 tet 1514 OREGON DEPARTMENT OF TRANSPORTATION OREGON DEPARTMENT OF TRANSPORTATION Approved By: G.T.C. Date: 1/92 Pubticofion Dote: 12/97 Approved By: Q.T.C. Dote: 1/92 Publication Cote: 12/97 3-156 3-158 / _.. _- q U -s 1 • .r.o E�. E TIGARD E 1 NEW ACCESSIBLE PARKING STALL SIGNAGE TRIANGLE ` N.T.S. _ - \� K-�r REMBOLD PROPERTIES LLC t 0/n 1 ' cl _ _. _ _ -__.__` �----•--. _- ------ -- ----- --�`= i TIGARD. OREGON ii� ♦ 1 rRO.JECT No 990''.5 I Il I RLE No A201 DWG i 1 i OA Tfi MARCH 22• 2000 S AE r9ON9 DATE DESCRP TON r /y` (E) OFFICE MAX . N 1 � - R F4 SITE PLAN cul •HEFT TITh r 301-019 ZONING CONFORMANCE L K. PLAN A201 Is 7301 SW Dartmouth Str �! SIT 2000-00008.13UP2000 00104 2 of 44 CT LEGIBILITY STRIP 06 2 3 4 3 6 7 e 9 10 11 12 13 a g e 9 20 21 22 23 24 25 26 27 2e 29 3� CDI I I OI e b 143NI 41 lOz MCM 4 JA I � i1itU�.lil�JGWa11U11J11�L11�1.I�1111t�11t1�1111�L1�111�11.�111IVIIIIj111111IITdIIIII III II11111I��11111111111111111111111111111111111.1.111�II11_I_llll�11,11�I. ,II�L11L(LL1fil1W�J�I�III1�1L11�L11��iI�.lLW1�.11�11111t�.tLll�la.Lll�l.tW-il�oz A r _ _. ....... .... ,. ... ,_.. . .... .......,_.r. •...,,.........,.. r ...,.. r .,«H,ww•-w..+wr,.I, .nw._....,rr ww..-..w .... _._ ......,.,+ .., .., .r. w ..... ,..... ... .. , _ .. _ -...,..,, • 4 KEYNOTES 4'a4pAD rsAsolaeT• 0481C,. 5MCOT-FACE CMU 048108 GR01Ar. FACE clu 04810.- SPLIT FADE GMU ALO 11LT 04,500A N4.66,GNED 055005 OLDNG Doar,N05ING 05500.,, O/ER"EAD DOOR FR,4m 05500L BOLLARD t 05500E STEEL PIPE A.,GI_NG5lrI.LvDR4;.3 i" dNWP i WOOD AND PLASTIC ` CE'00 : 5,4ELTNNG PLT,.,0OID �—. — -� O6 PCB BU,.DING PAPEti2 { GONS'RUG'IP, PANE- 06'00:' ``�.�, rANCI�TE G6i00C pRIVF ✓6'00L 5E F-LG JEit NG F-E/5_E •��ww��6w w�ww - 06:0EL EirTER OR x.•00✓ TR r wll��,..-... 8 U P"5ER S Dl`. ■r�l�r ww!ww�IIAA ww��so��we 36:00 _ '. ��•-�...... -- 06:00: NTER,CR„:OCD .R 062005 Pyr{„OOD 5 51wa 09&00 TMViAL 4 MOISTUM PROTECTION • �, / r I \ G':0L R-P 54TT tN5,A-LTION f � 0':'05 R-19 BLT' Ov8LLL4Ti0N 0,12Z C R-'7 BATT !14661LATION W/6W;TE F.:.S N ' C'5..L S .JV-55&,ED . 0' B.. •aP ROOIr 5YSTEM 1 / I ! C"51"G GO^'pCb•ON c_46-Nc. r' 0'S"- STR..C' DE,,SE WROTE" h CLP r �• _ ; c.5„ 154-&E __ 5- vG-E-5110-NE \ , 1 'heC E ,PvL55 CNE✓ c'k'®cG r�-i 5=ou'r • � I :CG. RCCA -�-'=- �` 5..cETv I RY SE:.-..ti� *. -=R 05000 DOORS AND WPOCI O ---------- ----------- -------- 1 1 ce :J-ER,,,R-f'.....,.R FF,L.-E Ce: -E 1'E4CR .C. :R SEC' ti • 'i.3-��'L• •.JrN I 'dP.:. ;..E�cR?,'=R.:.""�.G S•5— 1 OS000 iR11S►iS � IL E5 �T} 1 :'t:55.. b'EE 'E tis=R.: V: �.r.� I IOOOOPE SCIALTIES +}.../� CC - 5 3`v 4-65s-B., - _�_Era rS1♦ 1 r ( IO11OrD TOILET AG4:E6600tE5 II000 EGUIPJT -rl'-..N Gw :4!:K.E 4-E! . I Li 1 1 tlw— E E 1 1 , rz � I 1 � 1 � I 1 , 1 1 j 1 1 r r I I PERMIT SET r MARCH 22, 2000 1 , 1 , 1 , EXlEf9I0f9 LIGHT FIXTUK KEY I EXISTING POLE MOUNTED E PARKING LOT LIGHT �- -- A' -¢- , BUILDING WALL MOUNTED LIGHT I A R C H I T E C T S A (MIN. 15CAU LIGHTS I I jl A pR0FE9910NAL CORPORATION 1 1 ; 1022 SOUTHWEST SALMON SUITE 350 NOTr;SPORTLAND, OREGON 9r20S•2441 USA 1 I TFLEPHONE 503 222 5757 FAX 503 241 1514 I. LIGHTS ARE SHOWN FOR LOCATIONAND POLICE DEPARTMENT REVIEW 1 , I/IOJEI'1 ONLY. REFER TO ELECTRICAL E ! DESIGN - BUILD CONTRACTORS --------- --—--(RELOCATEDTIG -- --- -------- A R d PERMIT DRAWINGS FOR FIXTURE AS SHOWN) TRIANGLE SPECIFICATION AND CIRCUITRY , REQUIREMENTS. REMBOLD PROPERTIES, LLC . ° TIGARD, OREGON COFFICE �� rwoUEer 990`5 RLE aC A202.0WG /) OA re . MARCH 22, 2000 A1EVr!vN! , OAr■ , ofsem/rom N F4 EXTERIOR LIGHT FIXTURE PLAN n 0 mairr rL& , 30 -o EXTERIOR LIGHT 04 MY K. RLM FIXTURE PLAN r I ' al�ooll OD .N..r No. , & 202 ' O7301 SW Dartrnnuth S F SIT 2000 00008 t3UP2000 4FO 3 of as LEGIBILITY STRIP _ s e s o 1 12 io 1.11 E 9 20 21 22 23 24 25 26j2_7 2a 29 a =C Z I I OI qQ O NON, t 1 OL L hJ�.��1111111ali1�J1.J1.111�.1J1.1�1�111.�111�1�1�Iift111. .i11.LiJ1�.�I�Lilili�il.1J.LLi11_I�Lt �I�I��1il�IiI�I�I�i.illl�.l.i �I�LtLiI�J...1, aa.��,,I�J> J.�I�1J��Ltl1JlJilil�I�1111LiIIItl111.1.1.1�1.11.lililil�I�1.(�.IJJ��1J.i).LI1J11JIJI�ItIt�03 L. ...-,..-...,. ..,.......w.rvwr.^mr•P'.rw..:...«w...»•Y•w......�.•..rrwnrvwee....0-..r.e:.:w..,.._........,.-......:.,...n'•wr.w+-..... .......vw,�r,p,Y.vrw.rnuwwr.wi....n...r,...r+.-rw•4.....,ye•,.w.. ,1 E 1' - '-_- I KEYNOTES E 5T,CURB n — . 1 T I CA&O 51OCT.4 FACE CM:Tri �E-A1N C46Ve 51111SC'U�C F4cg c^ --- -- - OAZC SPL'FACE G 1U O059,00 MET"NED /IDC1 tiCa GG NC 6 45 NES. _ANG E RE'A\NG «..,.: 4V•.r 0""15 C 4C mb5PJmC D/ER.+ELID r,--cm FfRLJ1E 6--:-NC SEE C'/ C -- -- 1 CENSE G REm;-\. Obb=r, DOL-ARG t 9550mE STEEL PIPE RAIL+NCab•'w:.NDRAI_6 o"o WWO•ND FL ASITIc "L-CH E� I 06 CC%- SwE4Tw.!v(a F_•�IO�G X,$T mEZmH D _GIWCaP4-ER N W _ Zb CCC C13TftICTION PANEL AC GCMG - E rcE'.:N n,G ,G__ TC mOICmD SE-F-AC; +ERI1rra FLExIp_E F «S IIw; FE 4E�-_4CEG 1:- ".E•. Cb:CIO 4 E/'EFUCR-.ICCO 1%," } r SLUICE - 4v'_.CErcl 1„L. _ "T NE_ 21c:CC,5 -ImbER b G'rlCa 1 + 96:CCC 11v-Ef2 CIE uOOp TRIP ENC_G51.crE Ci:C'mr, PL`./--Cr, BIDN G -.jENCLOSURE I1~ TW R"IAL d MONTH Fft"CTION.S E_E RC.rE I C1:m • 4-" ea*T INb,:_ATIOrr 1 _ a - /- • m or, R 3 DA7T �b•,ILr.TIP. r CI - lF#4i«rCQ I1k5'-:t�A.NT °4 1S e aE D..- -•p IE::OF Sr 5rE 1 ww\ Al\\ ♦ Z-S..F -FLAFF•-FAQ r'S - o' �� C;E CE O*Ct'EC' /E __A WC \� C1itCF r.OJDlTGlc»E.-% VAN c4 .C• ■ 'i DEG .:W.=1■q.• - - ,/ �\\ �� _ - / � 9.6JC•- C CwASFr<.T 5'44^ER E/ : \\� SEE S / \ `� _ Cti QCOF \� \ c,Cr• /.:\ 'f� a�E_- ti � < <_re = _ _ c'."90 i. E_«6'C"IEE 79Ev`:✓.' 7E55 E-E P4KP.3 4C- o. Y I OMOD DOOM AND fdNI4x%* I M f /E \�\\\ -_'-�' " l 1 It » Ex FR:4 - _-'G4 wR.:"-E N �. - \ �---•«. ----- ------ _..-.._�- - 1 pl f l�9 E: \'cF CB WC.;G C COIR /! 9 al> ♦ 3d:6 a SEC'C*,-:- 1E -:_ C/E »E«G GCC! ? u1� lu �a�c. - E�•c vcE ^c� E ••�`I i 4 __ _- C6.t C C I`'aEFlO•-F!L •`.G 3.3-E I \ I - - -- 4' ci -_ _ tea• c __ i ` v- ^a �. • =F. ra_ ;c _-`•� E. _� O'OOOO /Mlb�lO dq C«!R art SEEI Ir 'CEbb3C!E= % \ v. I 1, a► � C4: @' 1 _L'�: CE"E\• «b'Era / * 1 N 0%'. .6 1- - .E_'4■16:••\j C9:5615 •'Ee_ rRIL-IV, mob'/ 1 ■ 'te'8. Q..DDE!C«bE • 1 - _- - MiOI EPL'CI�LTILE - aE % N CC CC- 3 p CCG •.< FE`.'a »�_ :a-'E= rr, IAD" TOILET ACCR1! \ • _ -- 5E ItOOp EO111PTlNT a> i I SEC`-�E� E' •. "8C .:\"A. CGC[ _&iE_E! t I ••E.. EC�•:ER'i` NO mcl.�I`D"Nsl I. �� `, I I I 1 • I I "E\5 C\;� ..RE 'C c4sE or. `-E k,:1 4��E _ /_ 4 itE _ , . i'� / fS • .1 ' "`\5 C\5 \C'E� ..n �_E•:F A501 ,^,oE\ \:f Chi :R=_ "�•Ek .:_ 4 'FEE: `C <, I "E..:,RE:. t CE CF C N i-EC L '= • �" _V"'SRC/E"=',' Nt;,4*''.:' GN - 4501 1 __15 .:_ BE FriclEEZE-IeRCCc b c SEE 5-EE- -CR ✓CCR C3 �C�E�"_E :.\� yCC.R•CE,,;,�1E •.tcc� cl ^� r SEE Ei'EIF CR e- NO w_ C". ' — ---- -- -- ___ — - --_.� A501 �) A501 E_E`1i.;' C\5 °:F .:: ONS I 1 1, PERMIT SET 1 , MAR; II _ -----__.---- - I 4 I n I ` � - 4� •.Fw-- ( _�� ` • I mak- -.F- ' _ ... ® A R C H I T E C T S IF - � it ( Y /f4 A PROFESSIONAL CORPORATION A504} - -- - -- /E� _ _ _ . :�: ! 1022 90UTI4WEST SALMON SUITE 350 1 _ PORTLANO. ONEGON 97205-2447 USA TE.LEFNONE 503 222 5757 FAY 503 241 1514 •Sa' I GE�.'•^E-Cre ' • G, 4% R4_ °EE L 1 't 6'RUC' 1 C /L. !� EKE RACK E r" f 1,A r :C•@' �I .C_5 CFn rI eRc,1 E �41 -C' WIDE LI RAN 05-KE C4MAC •. 5 E' i \ CG ^VG fy y~L` A501 I I ; T I G A R D CTRIANGLE JRe - F If °E__ _ /.. _--- 4 AC 3EE C /_ i r I c G\ - It • ..\- \Ew RCCKER � t % ?G\•c E_'" C f REM80LD PROPERTIES, LL dr cC\ BASE 'C MC.TG•I _ __ _- - - — I REGre.+:E SERC /_ 11 / ' F\G NiW SCUT+ Er'ERICR 5'4 R SEE 5»EET AACA RE"C/E Ex,'G ..,rwe ANS COR =',1R'Wsq INFO -- / =a/E—EN- r -_EG c'Q ' RE"CvE Ei'3. CURL 5 -C' I 4 TIGARD. OREGON , ....__-..- .- --- -— - - - - -- -----__.-__��:�--��.cam�- �•-- - t _ �. > >._ - � _- - ---_ _k.- - a v=-..�-3_-.=__�_-- --'- -._.___ ..-._ _ . RE-CCATE rPNGE - ' ` 1)6011WALK ! POST ANC REj04 RrnD�rcr.a 990 t s 10 MNGE AT NEW r•J AIR, 4.F NO 99015 A301 PLAN-131dQ4DWG Arf � MARCH 2 2 2000 MVP!DH! . DATf 0710111 fpN• RE'"O'/E E)e ST FENCEQ SECT'CN 4 RETL.IN Na 4)ALL _ -- --_--- _. S4'-E' —__ _ / � 1 04-11 -00 PKG. REVS RE=AR 45 RECUiRED J I 14--2 1-00 ROOF HATCH i F4 PLAN - BUILDING A t "sr rIns PLAN BUILDING A E aM A 3 0 1 SIT 2000-00000.13UP2000 0010 7701 SW Dartmouth Str .� 4 of 44 LEGIBILITY STRII on 2 3 4 9 6 7 e 9 10 I 1 12 13 n �E n le 19 20 1 z 23 24 25 26 21 20 29 ic CDI I OI t3 e 4 Q s� O NoNI 4 1 OZ iiltaJ111.L�.Lt1.11J11�11111.I1Lt.�Iti ill1t�>.LIL1I Jill11111t1.111-1IIII 111111111;1: 111111ill11111111 All 11111!1II1111111IIIlI�;,,LLt�lJtll�1111�i1.1.111.11��11�1�11111111111tIITI111111111.11111111t7.111dililtl;.111111iL1,111i1� Ih1l"La 0a 1 a KEYNOTES AA4A1�10 nAea4�rr "CA 51-+00Tw PACE CMU 04.108 GROJVG FACE CM 04 1W.0 SPLIT FACE CT"U war MULb t 05602A J A66 C.WD 055"5 LOADING DOCK NOONG E 96502.0 OVER_IEAD DOOR FRAME 055OCZ, 5OLLLIED 05502E 5-'EEL PIPE RA L- G5:.•AN:R.:,.5 } 06~ u, AND 14A6TIC !: r6&CC • 5.4EATo4itNA F>_t.•-)M CC,ZeS .3UILDING PAWER 061000 CONSTRUCTION PANE;. 04P00D SELF-AD•4EIR1NG FrEXZLE FLAb&.ING 96.rCA E-O ERiOR WOOD rk,m 062WB -J-15ER&-=;NG 96200 C NTEQ OR�001D -R'M 06:0a 1 PLY,00-0: 5 DI"G drwdw n9W1AL A F10111111IT/t FORMSCT101) Zit 0O R 154. T INbtILLTiCN 0-:;C15 R-P!9ATT %&.,_4TION CC R-'9 GATT NSuLA'ON W;WwITE FA„^-Ity W r^* VAPOR RETARDANT C-5''A-� Cl•AbSI[>;r.ED 2�5"L 9�-T•'•JP 4�i01: 9T 5-E"' t15"E CLNT 5-R P E t e•5 F 11 AW_ n..0 C'S''fs Campos T ON F-AE•-NG <A402 C-5"- 5--t C- ✓E.1^E PROTECT,VE CAP C'5" BL5E 145 MEMBRANE ..\sC IE -- -- '� - -- -- — -- c- ------ ---- -- — - — 600 S3 pLrc.'.F'E' .: 5K OR,NG C"b CC 5,'—pq2ER /DI F1 C'b0:E P.:65 sNED L A402 (A502F1D4 ��1 E4 :'bGC= :10 J15C•OQ +E<. (A402 A502 A502 T bae.� -o,�.spa- C'6OCc C•?`'*.. R-�O"ER SE:...:.N• C9 bLFE pCb' ,i E.= _ - - - - - 28' A Et ER OR •.GORPRAI_•E Y\ Ca2':A EiTQ OR WOOD DOOQ k- IRC,X A-per _-. -^-- ��.� � •�-��- �. —�- w^�r �.��,��---�� C036 d. %-ERS rOGeW"OQ � 3E C'O•.4r C�ERr1E.,,, :OOR / - t C640 L L_r,.:EN-RANCE .'.'OQ / -2 - - - - 1 -'`r-- ..i-^' .r---- ...•-- "r� ^ ,. - '��i-J- ..� _� - 1 CA15:C�. 064 C D 5'OREFQON•FRA`"1N3 8-5'E" • !A� .:E@ SCE'. \\:a _. Clo �_E-Q •.S._L•NG 3__55 IN _ -� _ _- -�`y' • _ e r.. <'EQ-QE 6 5•.:•.- e<aE ESE (�� -"- _ F (� !. 1 - -�-^ 't-w-i�- .vim-- .Y __r �-w�.r -y s•- '.o::C' L•^ESbbo*E5 _ 5 ��, � . ._.. _ _ -------• �:�.••'.r- \ a 2?:SEB 5-Ef:_ ...__ �R.:."wG 6-EE- CE-'`.3 Ft,Z•,,141 r•1 . - . _ ♦ � •�;;~l` , �:�9E 90rEQ eE5 G•-c a^..R� �,t 1 I A,. .A602 �A4�'�, ♦ ` QG.✓Dp4 1/MRR- WNGIALTIlb E 464;1) V \ 5G-F9.1 �ASOS M ` I �) 1 C:. 53- Ce5�,Q\5 s._-c .:E9E"D- - �,W • I ,I, CIU 4%✓re� •�' C-EQ -7_ `� -_ iE_.4_ ^E/ cauan � '' ,u ! \ ,► r V OG: =i•E� re •.E_ �5 J!\ :�' :cc -_c `_-� ♦ ,1 \ \ !v'4) 0:64_ ca<c �)11 1)1 ♦ D\< �cc_ -\ E5 R \ -_ '� • _' / / a / • / / 'E / 'A TOILET AGGtbSORltb el FIRAb , \ , IlOOi !!dJ1R'1E1tT ,11 ( H�' ♦ \ Ce �.E DAR 60 :C ^I ` > �— p--•' __. . ...^�_..�. r. r. _ _ _. �; _ _ / L) t� , 1 ! 1j " R l+� A _ r ♦ L7 S h !i��.i -}�'�"{�� •� `r A. r • p Al •. c..',.raE 3QEE\-�rb_ >u I :.1' - . � .a a) 69L�- ` I % _ tee, el � AS02 I. . _+ • • 'f i `i i�� AS02 _ 60 (�6� ■ �r� III 11 ♦ - Y Y aXYJ - I I - 11 11 _ 1)U AMA ♦ ♦ ,/6 \ ♦ «. ♦ Ft J �` / / T I A505 -_mac .--_ .`'eC i 505 51 lb- IM. A50'J 1' 1-h Di 1 J u1) / / / /: / •3'/ \ jijf.F I 1 -, 4 ----• - \ _.11�uy ♦ : t \ ..A.1 N-- --•\ \ \ ' r \ e a\ ♦ \ to, •b� ,III .'CE\\�' '_ 12QB I 1 1r ' ' \ I "E-- .•r"t� -�. G�,.4JG Cr C = ;L F4 �. _ - ASOS / ^CQ E / - .F/ 91 / I A' :) Aso2 ^F5\ � \ \ AS02 - • =`. '..F -w' tOf ` `1► / / 1I \ \A5� v if • •- �1_ ,_r •.< • \ \ '' .J I- Ri>fOLJ'� 'f \ / 1 / �\ E •-5Ee -c - c 1� 7D1•C [13�i' \ {_� 1 - i ! �:-_:._: •-\: .. E aQ.,,•e -•eta U I 1) ♦ ` - \ '' a Q i� I ` \>. \ .'\ , ? r _ a== v.,'GEt art A \+J _•- d, � 'A -- � q'f:. '�\5 F•! "' fir' - ` �' �C'�i' -}moi J Q� I. n ' ;! I iu 1 !' •~_• C r'••' ^` '•^•�[ ?' ^� =\•�^ IF�. 1)v' drry - \ _.:\.C• 1 j 03 -2 M ,, r1 r, CI \ ltl� 1 ♦ �� ,v r-=Q _- .\ W e„� \3/- \�• ) V \ •-B. 1• - J 4KA 60 , V \ / t I I' / \ • Awl \ \ Ir 60 --c• \ \ t '�� .. Cc ..j.7 ?J' �gi >rP\ w -• 1 �) .�,� I I, go Qr 0 402 1%2 / 1 u i '203 _�-. "l 1, ,I r u�aty 1 1 _cu erIII Ua i. 'i t X0 \ iE \ -- \ 4O \ ! 1 t\\ L_ -•-- --t'--• -- .:.- ._.. .. i PERMIT S E T Salk\<_=Q F'' MARCH 22, 2000 a / EB:ra 1 of Qlru air FF --- -1 \ '1)t v s- a "ZZ__ ` N AS02 t, _� F1 =_ � `.'EE 80� �rF2 F2 c ecp _: o_.E_3 _ . . -R-5- �� ._ `.s ( _ r:'E� X505 D4 \ ._ - CA5>02 (505`' AS02 - _ = c-Ve, EE-�<< A402 A402, �F =:cc `. N R C H I T E C T S A PROFESSIONAL CORPORATION 1022 SOUTHWEST SALMON SUITE 350 PORTLAND. OREGON 97205-2447 USA tELEPMONE$03 222 5751 FAX$03 241 1514 PF(•,F 1., f T' _ TIGARD TRIANGLE • F 1 PLAN BUILDING B REMBOLD PROPERTIES. LLC-. TIGARD. OREGON , •no4.cr vD 99015 omit vC A302 DWG' DATE MARCID 22, 2000 RFVPSKWs OAT/ . Dascap rem. i{ 1 MIfiT TITLE . PLAN r� GY K. RUSQ BLDG . B R Mir fit"Orr No. , A 3 0 2 7301 SW Dartmouth Str SIT 2000 OOOOR RUP2ono notM, 5 M 44 r cM . . LEGIBILITY STRIP c 2 3 a 5 6 7 A 9 10 11 12 13 14 16 17 IB 19 20 21 22 23 24 25 26 < ' 29 3o CD1 1 0I 4 sal oz a 1Jia.L>1J1�1a��1J�1JIliLlW1.L� �.i.hliWLW1LJ.IJ.IJl�1�Il�il.i.l�l�lJl IIIIIIIIIIIIIIIII�IIIIIIIILI�IIII�IIIIIIIIiIIIIIT,IiIIIIIi�tIILIIIIIjIIII IIIII I!IIIIII ��IIIIILLILIII IIIII IIIIIIII ILI1.LLIIIjJI1111III, Oz r 1 1 KEYNOTES taroolo wuarxlr• 0146CA U-10OT6 PAZ& CM 1 C4B110$ 50;Z "i PA,--E C'll C481c.0 SaLiT LACE C"U PlFITAAA LO :O+1C NG9MG 06500A ,trA55 G►4E.: 0550o` OAR.EL: COOK IfE -55mC1.) 50"41e= C55CCE 5-EE, P'pE RZ,LIN15'».J� 6p0 K OM AND 1114-A&M 1 1 ✓ -00B 56__ NCa LoE b Cb"= C0+6'RuC'O\RAKE- 1 • Cb'ZC:, 5E F- D_E r_46•.IN4 Cfv:P.OA E/-ER OR ,OOG *RR" I 6.0f-vB _J-tDER 5.'."Y.s 01000 YNSWIA. A MMTLM F"oTECTIQ4 C':' D R-:D:•' tib. 7. 1.:55;eIE:; _ -0 RGA S' 1-5 E S"N- 5"1111 P C-5 F E,':E /E L� C'S' F.-SEr-•-5-`4"E"DR:tiE C'bCC 2 r'-fit a' _ 5C C-bcC: "5sC •=6-Y� _bCCE NEr C_bCC< �C'J.S�G.' DRL:KE 'off m�:tcr. k * eems DOLS A40 URAX G :8 EElk OR _:R&% c2::E 'E4 LV .CCS 4 /r00 i841 � M ..�•�b x.0`5 "-.' � k INMO MAlGALTUS (�.:.-ES•. C.' S�- -^¢6"..f V.a 's--f -55E-2_ • CCCC_ mCS•E! C-H CCCC E °RZ E e-`.S_5-EF wow d o- gGLipR w Qk?VIM .Xx EX v• •. . •r, -E • • r tl �Gt v yCi X n � 7p •� - � —>I( I MiM y X.I., =X;� jLJ i � �-Q229 LJ r AAA • - '°� _ �� _ _ r� - rPERIv1IT SET MARC" 22, 2000 l I I A R C H I T E C T S A PQO°E59-OVAL COAPOaATION '022 SOUTNWES' SALMON SUITE 350 PCRTLANO. OREGON 9f205-244? USA TE.EFHOME So 222 SIS! PAI S03 2411514 n�c�Fc TIGARD I- RIANGLE mcm REMBOLD PROPERTIES, LLC Fl EXIT PATH DIAGRAM - BUILDING B z TIGARD. OREGON ►nc,,Ecr No , 9901 5 FL!ivO A302.1.DWG CA rE MARCH 22, 2000 r RE VlIpM1 OA rE r OfECAI r47N : C r A`� ammr rrtt.E EXIT PATH DIAGRA. MY K. R BLDG . BR 4 � y ti"tl� q M!f T Np. tl A302 . O 1 artmOUtn tr SIT 20000009 SUP2000 00104 0 5 o1 44 Li_GIPH TTY `TYIP - g p 7 IQ 11 12 13 14 8 I7 e 9 20 2 22 23 24 25 2e Cl .3W_ 9 oe I O � i1 lt�►1�1.. lilt uu a►isa�ltlw�L1�1t111 tL�l�J�1 u>iii..a�u�G��J�i�G��11�L�.0 al.t).�J.t�1.�1��1-�1Ll�laL�1L1�:11t h,lIL�JLlil1;��1J1��1�1.II,�I�UJ�I ��J�la�il�l�lil : 03 i z z Im_m 3 KEYNOTES 4, 4 04~ MAGOWr 04610A GMWTN FACE CI't<J \ O$WJSwicFACE 'IJa� ' Q � � CONCRETE PAD. OSK SEE STRCURALmssoH LOADNj DOCK yOSNG 015500Z EAD DOOR PR-4M OS5WD BOLL.ARD 05500E STEEL PIPE RAIL NGSn.ANDRAI 5 PiMO YA7� AND PLA&TIG ---_- ` 06100A SµEATµINO PLYWOOD O 06100H 15UILDNG PAPER 0*00,L CONSTRUCTION O. DOOR 1 �. 061010D bELF-ADµER:t•/G~LEXIISLE FL4644N4 ♦ - - 5_.�iF''E �'^\'-F '� '.�iP CoNv. I-AD ,r/'✓-�•- / I - --�-�, -Ir 01r..;V0.. EXTERIOR WOOD TRIM -- - 1 "'COS LJ"m_6r.R SIDING MA 00Z INTERIOR 06s00D PLYWOOD SIDhDT41M •� 0.1000 TWIt'1AL 4 MOi6 .s - --- 7 T><is�OTEGTION E3 .0 C i ` eRb4N �o;2ic -s577T o AS03 U C":1C,C R-19 BATT NSULATiCN W. LITE r-ACNG ©• 0"-10D RZ;I` VAPOR RETA.@7:J•47 C'1511.:;.G G 5.._TS.JP ROOF 5,STEM \C OF a 5 _1-� "5"E CAN, 5'R c 5 oI u Ut C 5 c TRAFF C PAD •�Ii TRASH c, �, C-5'G coMPoe T1o►,,FL.:S«.NG A2 W-:_ J; CIS S B�` DEVICE PROrEGT A r_.P :3-4' F_AS+NG "' tEBR:.tiE c' .?SSV." ' C - /_ Fi'C7C • F 3\ Y CT60CH RrRi.FCTWAL-1w. bK'R'NG o Lrf �..^. ".1 ��_''C= 'NG O! .=r%K \ c •y. •,bJCE JNA55G'dED 016CCF S0N=)jC'OR WE A.; W 016CtCS -oJrSpOUT _ J. f uJ `BCC- D01J.5P0,.- 5'R.:-,ER .. % A2 BOLLARD % _ C,b < �SpGJ? N.T.S. - \ \ - ---� C--.CZ 5-:FE' oOS- CJ --_ � _ •�_.��..�c= 4 �_- _w E_:a'?•E0S SEA._.:\T P C� Dir r 0 ANDy1►ItNDO @r SME _\- Cb: E/-ER�R..OJD :OCIR pi• 0R .k:C :ICOR CE36 ^ 6E' O'.-_ C/ER-,Er_ DOOR CP CE 3'CRE=RO\' GF:_`•aG 5'6'E"' CBS:C _J""\,." _•:0_ CF.bCC.. S-E.;.R \5r__ 00PNI"6 000 ':: H _-'_E f ct.:C -E55504ES �. CE-E\' o_t.5'ER Q3. C?:55.: 8'EE_ 'E o'ti P CJ-CF i��•\� f• FS , 10000 OMCIALT1ls - A506/f C:Cr L 5 ,=-GpaC R 11!5 'CccC5'eou C[-5e CC - EY-EQ 7c. c_\E 5 \5 CCCCE e RE E/-\G.5---C' _ C:bi OF OF IOs00 TOILf1T AOCp6mas lie" BGU"Rl NT 1 I( 1 u k3 ki , ♦ o 0 i C3 _ C3 - - - A503 A503, F4 1 i' A 06 - E--5; SASE _ �o _E 9_DG B - SEE S»EET x302 EE Ex-ER CIR El \3 o • �.. ---- = F._ .mac.._ $'�FE=Q�\` \=:.F"'-' �\ �k • PERMIT SET MARCH 2.2.• 2000 ' I mcm ..'..ERS_ •E �F_•. I i I :F4� A R C H 1 T E C T S f4 M. A PROFESSIONAL CORPORATION A506 - 1022 SOUTHWEST SALMON SUITE 350 PORTLAND. OREGON 97:05-2447 USA I CJ ` TELEPNONF 503 222 5%? FAX 503 241 1514 �I PoRoaFcr ,, TIGARD TRIANGLE 70 — (A rt1�--1 0�' ♦ — _ 1w REMSOLD PROPERTIES. LLC >� M. 6 &:C, --- C - 18-0 -� - -- i i- = TIGARD. OREGON 4A--S ►.10 FCR CCN-\,:.-1� D� 0^ 3:EG � - , P�o�Ecr rvD- . 9901 3 j I ' 'E' €+v Erb:: "� J�S� 5':�E_:_K Env SEE A3�vr. FlE NO 99013 A303 P Ejr ST. NEW _•-� �i J IAN-BidQC.DWC E DArF , MARCH 22. 2000 _ - - .. ✓ i i • I '� IIEVNK7N9 DAr/ . DilcRr raN .I . - x- 'C 9-4' tC E J. COL TO E.:_- i64 tKaT. CURB FS_ A503 I A506 A504 I �G C FCR NEw IFG"^n5.- i0•E' j 30'-0'_ J�- g•8' I 30'-C'01 LL - �M 1�'• ��V��`ry/',, _\� 0�= C _ I weer rlTlf K. 4lt O (� _ _ ___ PLAN I 4 flg s _ � —�� BUILDING C r� -- - --- -- N F3 PLAN — BUILDING C �I /8"=I -o i IMgr ND. . A 3 0 3 sra ' O � 7301 SW Dartmouth Str SIT 200000008 BUP70000011114 7 of 44 LEGIBILITY STRIP - 7 H- 9 10 11 12 13 14 16 7 1B 19 c0 21 22 23 24 2526 27 28 29 30 = - MM 0 01 6 CD G �.4L7. 1.� IfAA�A�ii L W1.1.4.IJJ. I.Ll.4l[d.[W LI 111] Ll. I�. L SII b NON liI • 0,-1 ! �a1..l.ilil�l>l�llilllil l Illllllillllll�ilill�u1�111�1L11�.tli.lLl�l�lJ>.11J1Ji�il�lllllllililiJili�ilililllllil.lllllli.1,1IIJ�Jilililillllfl�ILl�l�lllll�!�III�. 1 ,c•u 1 , i i — - OPR NRE��GS«ER i�l'NOTEB 1 E1 F4 Gley 4504 ,��F .�•r �EG6E 5 G 1,aG 04� StIlOCIT"FACE 0-1-i *, —...- - - ---- - - ----- - - - - - _ -- -- -- - - M T,=- T — -- �,E¢C d pr 048 DG 5F`I F<_E Gn. 1 _ - - ---- A�00 P'ETAI•a . 1►�r. ---- O 62©D 1a bOOF 5b 0. -- - 0T6ZmC 1 O�6mG9F - if b ;tit �-- � �1 x55005 �^ADIt.G GOrX 14OS hG 6GJPPErc bG:PFE4 Z'5�00C ' /ERHEAD COOK FRAME 1 OFoG � 1 OPS `- L550¢E b-EE_ F'FE 4<L'"tiS-ANDIFA_3 1 w,2,0160CG - , a55amZe e„L_<RD \ j - a arc l or�loo UAOM AM FLarrc Cm!r TECH F 1 "'COE 5,_ NG pGFER ,1 ¢bIC04 S-E.ATNING PLTLICOC "'6C•OC Celle EL COL' C/ER Ob'aCG 0b a0C �2E_F- =_E GN P.6.Ex O62/i'i.' SErP-AC«ERI"G F�E�5,E it Afpb+in3 I r - C3:-CAC:-BE`?v —EVE _ ._-- -- PAIrc P-AN EE_C1. ! 83 C4 I __ 04200.:- E,�rERiOR woOG 'RM c 4pF_E. 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' A 3 O 4 73_/4_'—=I 0 1 8 =1 -0 7301 SW Dartmouth Sir SIT 2000 0000B.BUP2000.0010 B of 44 LEGIBILITY STRIP 2 s n e 9 0 , 12 3 14 s n ie 19 25 <<_ CDzl I I OI EI H�NI ROUICZ 1111.11.�.LI,I II.l.J,11111�,11�.►1.111��1.�L11,t�J.�.�.iJJ�_LLlLI1J 111L��11�ll.lil�,la�IJ.i I�W.11-►ali l,l.l I�I i I i I I�I I I I�I�I I I I I IJ I I I f I�I I I I I I�I�I�I I I I I Il I�I I i I I I I I I�I(I V I I I I�I I I I i I I I I I�I I I I I I I I��I�I I I I I I LI I I I�I I I I��W.1111.�.��1,t11,I1J.t�IJaliL�I I I I I�!I!'I °� I KEYNOTES 049" nAAONW 1-7 ✓. 5'DN:a'(c7fol(a08 -- - -�»G.+- SOME✓ C.:pt 04EGi. ar'IOOT:.FAZE C7•LI CsGSoCE'ED r46-E\=_4 0460,0 SPLITGfackDGDC7R 12"60014. Q\ me~ MTALA C066�CM5 G6 ..C9 A3 -SEE F1/AS01 06005 ©5500.4 J',AaS,cZNfD4v 03:1E a � -_TO. PLATE _ CC\* BE�E_E: 055OC� C"DNC.DOG,NOS;w4i. I C550C� GdEtb+ELG GOOK°E:.ME C-6::F _ I- - -- �' /'` 2EC._e- e- bEE ELEVS �__ _ _ 055CCF 5'EE:. 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Asos -- PERMIT SET µ ` ® MARCH 22. 2000 84 D�G A505�' ' _ - 10 ► 1 Cl Asos c 1 A R CHI T E C T S A PROFESSIONAL CORPOPATION 1022 WEST N SUITE 350 -- ® 1 — + ��1•d �$"` «DSR POR♦9ANON0 EGONA97205 -2447 USA d —-- TELEPHONE 503 221 5757 FAX 503 241 1514 '105 SALE$ _ i - LQ'�'1 0'102 t �CIRBAy � oAencr , X103 ' E GtARQEN - -- - - T I G A R D x"02" TRIANGLE - REMBOLC PROPERTIES, LLC 1 a E4 A502 1 i2 TIGARD, OREGON D1 1 I ( rt ASdS D4 E1 �' L:.�"'ti..'C_ Ei 5 3, A402 I ! C502 A402 A502 aL• �� 5'Q�� 1 rwojecr,OD 09015 FAE NO A307 RFCPLAN-BIdgB.DWG E4 IN.- \C"__ DATE I _ _ MARCH 22, 2000 A402 0"•E eW Ap vtopDNE • DA rt . DEicAPram 5 FZ REFLE'CTED CLG PLAN AND SCHEMATIC POWER PLAN 1/8'1=1' o- weer rrnv . REFLECTED CLG. 5. t COZYK BLDG . B i y u I A307 ' 7701 SW Dartrnouth S1r 1 S11 2000 00008 ouazono-oo1r1� f e t`' 10 of 04 I LE919ILITY STRIP 17 le 19 20 21 22 23 24 25 2e 27 2e 29 3C el CD01 B . . _ . Ao 1111111,Ili-II11Sll1:111)lili1>.I1.411111.il>IIIIJ111 W[IIIIIJI.a �.� I KEYNOTES YNOTES c6 lv P%440N T Ill e<e'cB jRaro FACE CrU Gd8ll 51l FACE cm 06000 17TAL! J55CZB _.^..:Outs 00CIC'r•OSr"Ga '-5iJC^_ C✓ER.-E.:� :>GL'7R FR:.`IE �SCCE 5'EE_ P�•'E R.:_'/vs5-..:.�%R.:._;i /6000 LLk?fes AMP PLAOTk C*C1?... 5.4EA'-iej P-`ujl :✓b Zll 9•.'::lhlo P-.PER Lb:C C ON0-I-E. G(v C...r Sr_F-<.^.._=R*[s I_Ex D_E E:LCL. Ef'ER OR_100.'. 'R'"- FC= :� \� J F5 C3 _ /AF I C*:ccC \-EROR X.OG -R" E' -ET' _ _CIE a c A501 A501) t C'. - ✓07000 ri KPWUL MOIE7lIE P%OTECT ^ ASO/ �- s. - N6.._<- WN YP = 4'-0__ _ _ .•<` 3'. C'.� v -'iD: �r>••F - - '5 STB.C- ::E,'SE oR,_'E' /E _.:- `+l� .:S•-••.:, �. � I I I 1 i I i .j_ ._ . -bC•C s - - -- -- —-- - - ---- 'r--- b0c CO..:. "bCCfa CO_Kwo "b:�C 'CJ b-G.- b-R:.�R \ L-" :2. 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Sl AB Tr — _. \ FC.<�ri` - _ ►NoJfcr"a 09015 E - \� Al r r+o ti -- -'- 99015 A401 ELEV-BIdQA DWG DATE . MARCID 22, 2000 s Af VIfDN' 'OA Tf alCl<:�rION• Q y c t ' F4 EAST ELEVATION - BUILDING A frNr T/TLf t/8 =1 —0 Al r� ELEVATIONS K. R BUILDING A = OY 3�� olaooM A401 11Af T NO. . a ,/ SIT 2000 0008 BU 0P2000 00 C vl O 7301 SW Dartmouth SN 11 of 44 LEGIBILITY ,TPTP - a o II - an = t_ CD 01 6 8 ® b I O;r�z wwJllil�itL1:'u�ui iu I w1Llti�l�it11.i�.tilt.G J.I l�.11l 1i.11�1.>J�.f IJ�.�I l�l.tuIlll l.l.l l l i l-I.l l l_!.0 l i1.1111,(I I IJ i 1�1�11 �1 tllla:l�V1.IJ�J Iii).l>1�1�J 11.11 11�1.a .Il.tl>_L�1 i1�LaW1 r will .. ..1.:.•.,.+_r.r..-PMr!M+In/4lFAv.a-_wr..r...,...r.nr....,,r.-,,..�n..rwrA-r.—,y.W}I..M.,�„�,M.•.MMn1+-"•1�!�eMN..«n�d.�.�MMM.Ir".M*v .�f`N.�-nv:w:w•re'n.•Ml.h`}'W1.'.^MMiw-.rre!k?Y.�.�•Wk►" - - aAn!..r.,•w» r+.—w-w✓..... +.rr v.. r ._ ..... .. y.. .. - A.- KEYNOTES 048. . S+yOC FLEE G"l 04868 fsiRA1%., F: E ::M C406C: 5F'_ r Fp E ?l A4D�0 MKTA A J55W.4. ]SGS$:d.,Er 1*5008 ka i.00JG v.^.5'NG 05500!:' C.E¢-E.:: '✓:YJIF�R::IE :755:�C: 9C:__.R✓ CSSC>vE °-E E_ "Q£ mac:--0•G3/NL'D4L1:• 9 E4 06"0 upon " K-A&M A402 __&cc 5--- w •'G-tR C*CC:. r�Er 5_F FL:.S.•�C fa E1 D4 F1 pl -b:cc� _.--•eER 5�w A502 A502 - fAl ` ..y` cb:tc_ `.•ER OR-400-- -R"' 36 AIOY A502 A41p= :.f:= `.�� , 5_�, .p. -'le• 01 00 T►Ew•1AL 4 Mol1?LM PROTECT41k eLll rC P_A-E - -- 20'-0' 3 30 - T 0 PLATE86 w _ 30 C'S c S•QIQ 4G�F 5'S'E- �10 E •` `� ' T :� PLATE -, s- :E.,SE SE�-ES' rE CAP 5K B-NG CD tb _ A2 A3 ,o r !►Sb3,'_. r.- _--_.:2E:0 : `.`l�.- -- 1 �03 80 W SC 0- •.EAS r'r I 1 f HN Y BE _ •'�_�` - = 0�•- �3� Al t 1 1 I -'•- y-- - _:-c- -- -� � _ � .F= •bGC< _✓•.mac.- ��..�nc�- Ab1) D Al` 1 C3 1 I ,�_= _.SE ✓-�.e 5-rE E" �.� E 1 or000 DOOM AND wm:` � f ce. :a 11-=_4� c, c:.0e B1 EAST ELEVATION -- BUILDING BBi C1 -s::c essSR; M�0 0 Aow 502 <00�1WHO M�0 O A502 ASCI r. 5S. 5_t -\- 1 u re.,-E � '__' SCR E.•°4 =4 r..'.E_ 5 �•.. low IMM"W41 ICr00 �E- nC.Gt `•p ��p�ir .^,_ . 1 -. ___ :cam .11 A." ... = y7a �-. EN I '44_x_'=C c-'r 750 rPf'� El RDF*. '►'�;, Ao E rs ti 10 ,► '` I f-W.—c.•__ �CR -A901' t9 is I . w J 1 NORTH ELEVATION — BUILDING B D4 NORTH ELEVATION/ SECTION AT COURTYARD— BUILDING B �/e = � •-n , fie _ � -Q �, It A50. A'"J02 �bo 0 A502 �5I �t - =ra - O 0.4•E -- - / ----� - -- - 42470 J145 A2 549z.,EN '41.~80 @A7----- - - -----� X07 r A8"� Er EE - �.:.. ` -� /D—� PERMIT S E T 7 ----- y •-�G_ ,.-�,c S. MARC- 22, 2000 1, 1E A� ID; wl 1 _O •D' 'aD11mIC' - - - •� ��~- -�` �, •- �ID ! ` AR13 ... � - -- i mcmea X03 so __`��' :`__� �°°� - _- �. �►e°s ►eo ARCHITECTS E 1 SOUTH ELEVATION — BUILDING B E4 SOUTH ELEVATION/SECTION AT COURTYARD— BUILDING B � A F•ADFESSCNAL COAPOAATIOf4 '022 SOLT-WEST SALMON SUITE 350 p COTLAN0. OREGON 97205-2447 USA 'E,FP"0%E 5,'3 222 5157 FAR $03 241 IS14 MAC/f E4 A402 TIGARD 1 �O1 Ft p4 E1 E4 TRIANGLE �A•o2 _ _ _ _ �so2 4402 A50z A50i REAABOLD PROPERTIES. LLC _ 23'-0 T.0 PLATE L 0--- T Q Pi A'E liT� J7 GARD. 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'3U1 SW Dartn,.-- SIT 2000.00008 6uc: 12 of 44 LEGIBILITY STRIP z' 0 .� - �t.'.�Itttlaia,l,>�.1111.ui�111.�1�.1.�.i!Wll�l.11.1111:.1�11J.1.1t1.�1�1,1.1111.1.1.1,1.1I.tltl�JaJa.I.t1�J;1t1,L�1,�1.11ialJ,l�.il1J�.ltlal.�111.�; Ll�ll�,il�,:. ,�1aJ�.W.i:., �' r r . ».w...... .,. -. ....w++n en.. u... ..« _ .-_n. ...... ... __. ._. _ .-... ....w r.,,_.-•s �.,..v n......-.www..a.n.r.,.+..-. .,,r�.x.w,e.v..nni,.."-..r. ,vK.. w _wy.wwn.•..+wM'+lnv�'v�,.w..,.. ...... ,..... ....n•.o.H.r...-<•..... ,,...,.w•�.i.!w+vw,n..,,..r...w .+..,. .. ..- ..'31A1yM' r' KEYNOTES 94oc0 nAsaa�r C4810A SMOOTH F4'"E CIU E3 C460b GRol14C FACE :.Mu C4810C 5PLIT FACE r-.-IU A503 C�b?m.A F3 3 � - 3 a5500.�• :1h.c.5 ,G!'IED 4 055008 LCADNG'JOCK N051NG fl A506 / D1 EtS�e� RHE�AD Done FR 30 ' /i C550CE 5-EE- lli R:.iLNG +..NDRi11L. 30 30 - -- ---- --- --- --- - --...__-_ _ PTD. 04810.: 0000 WOOD AND Pl"TIC $ T.O. C.M.U. - J,CC5 5.- ! -4PER b OO ONa'Q. -7% PANE- - 4 -- — Cb'CC 5E_F-=: ER YS F_Ef E5�E F 4b,'�✓a T.O. Ctl.U. Cb.DOL E.<-_ ,..00D -R'I•'t : . C620CB JMBER 5 7'NG cb:OL'.0 N'ER oRTR'M ry vb100� P� OG: 5 D NG 1 01100 TI*Mi& A MOI&TUPM PROTECTION : : . P, .- . ._ c'.a< -r e4•- C: IR-!5 B4_. N9j1 ATIQ1,W'WHITE C RE'IF /4"'OR RETARDANT 0 5 _ STE Bu_ .yPc'ROOF b'STEM ��5 P 0-5,c li 0'5"�o COMPCb'awl F_:.$.NG cF�/:= c^�•+�. I D 0�5,.- 5'R C• CE/CE PR^'EC"/E AF C»5" B,tSE c_46--,4-'E»"eRANE 3 \'s� - - II ®.. �I z• r. -- s ® t. C"60C L CO►'NG �►. t- -ate=�6- .�f>-_��. D ( li'` '�� ;I 0-b CC: 5bCCB -5�c.:PE' "' ..c-Lara:NG {{-�7 C'bJCD 6Cn. pER 'b;CE •ALSS:GNED C''2b✓C3 :O:J.SPOJT bCCr CON 4 C'boc OJT O:* b'R41NER I "PT. • la_-0' f.21sT 96 ) "cC0.4 ALbBGNED r. L.PT ■_2 D' (■1 5.96'1/ = ^G ` w0✓rSPo:«l3RACKE' �. - -- FIN.FLR VAR''E5 ";:CL 5 ,001xF05• , T.U. BLAB VARIES (SEE CIVI;) -"5c 4 E_LS':71ERC (SEE CIVIL) C•9C a -'C SEA_4N' C'-2ic -- --�-='--EFt 00000 DOOM AND YAPp04A CB' EVER OR-M ✓CORFRaME Et'ER DQ„00-- DOOR \'ER F -cc: L oCR 5E=' ?-_ C/ER.-E4:; iDOR e-C -_:'\.'-' E`.'Ili ::,COQ A3 SOUTH 4LEVATION — BUILDING C ce5:C4 -�� _NiOw 8 =1 -0 - . O,D00 FfNl�b " 'E53S�R E� •. � - :5 B "9:55• G•o.`v o%•-;� 'B` 5 -Eli 4E5 �110 o^4R E3 E-115 '?E"e. Q-eecF 5-5E A503 10000 VWCIALTIE& "CC 551 \: CCCC= _rm :,o""3.S-ER :4 -B' _ r 3 30 01 \_ _ _,^ E_� we" TOILET AccaeaoRlEe ' 11000 EOUIlli T.O. C!•1.u. � _.— D Aly. >: � _ • c _ TYP. � �-9 7 O j o + t c': - c Gi' _ ' '.O. GLAD VARIE'S .'SEE CIVIL) O -m' (•20".96 1 L •O. 01% F.R. 0 DOC.<V STAIR -- c C3 NORTH ELEVATION — BUILDING C 1/8 '= 1 —0 A503 _ / D1 E1 430y'30 1 _ �C6 /A6 "B6� - '!7 VO Nso 503 E R M I T S E T -.-MARCH 22, 2000 1 t07OV— Typ. j 'C 5�A8 --- ° � % � ARCHITECTS Plf'L Fw.R A' EXTG.B.OG. A PROFESSIONAL CORPORATION WEST ELEVATION — BUILDING C 1022 SOUTHWEST SALMON SUITE 350 PORTLAND. OREGON 51'205-2447 USA TELEPHONE 503 222 5757 FAX 503 241 1514 1;zE-.R. _- • INOJECT 4. A503 TIGARD • �= ll30 36 \ TRIANGLE ' Y 7P. -- - REMBOLD PROPERTIES, LLC =Ce=.q-..E! � �: . TIGARD, OREGON \- 5== -acs. - CANCIii - _ " ' . . . . . MO.Aii NO. 99O 1 5 F&E NO. 99015 A403 ELEV-BldgC DW:; DA re MARCH 22• 2000 ._ - . .._...... AEVIIIONS OA rEr ID/lClll rrpNr g I - t Q M/FLT rrTLf r "7 mcm � �'�'� F3 EAST ELEVATION — BUILDING C oYK a =� -o ELEVATIONS CD ild BUILDING C A 4 O 3 -. allmal Mal�b � wFwr A10. , 7301 SW Dartmnun,Str SIT 2000-00008 BUP'0 0104 13 of 44 LEGIBILITY STRIP C 2 3 4 c c B 9 In 2 13 14 1 Ie 19 20 21 22 23 24 25 26 27 219 29 30 E'1 1 1 01 HONI • IOZ �1.IlI�IJ.I� I-t.l�Lll�1,X11.�il�1!liJ��11iI>~Ill�l.t.l�_L�I�III_�_I�I�I�I�LtJ�.�Jal.Lh.IBJ-�11�.t�illlli>IiI11.11�1111��LIIILII�III�II�� b ' ' IIIIII��.IIIII�IIItI�III_�l��L�I�ItIIII(�I�I�I�,�IIIIIIii ' �oz 1 '101 4M:+n'.e^.m,-._...:-.. nn•r'wiwrnw •w»'+..+•r!-...r+.•+ u.«,.r..n._,_...r.,.:.a..e. -w "w+*.we!I1!^w7! ++,.:...• .�.r.vr�ra!nn•.!:�..:•.«n:"�r:+n-aw,:+•+.•_.arac,�:r,'•+n•ws+n-. •n- .•;..y„ynrw.c..yro„v.:'^'!Mlsr,.rt►fftAo �1rt5:1++.-»nne-re^m�'�.'•I^»*M�+nee'nr9:^ltll��wy.+r i«mt•+uo.rillywrrrvwe.wl+uy'....uru+w»......�....,.w.wa.*M+•+,•.waw.-.w-.•n+.••..yew..wwe.•rpp,Mrrq+:...w+»�......-....-o-»,,.. Irt r I TG RE^G \ c + ' 00" Ex;ST. EXIST. - - -- - r 5 _w _� * PLANTER STREET TO.(NIRDCKERYJill . . . . . . . . . . . : . : : : : . : . i � 1 . . '` :. — ling' Ts : . : : : .+ : : : : . : : : : : � -- : : : : : o -- �Z� ♦- f t . . f II. yIII -- e �. _INE OF r G., I C,4EEK WA-L -JDTAIN IIAI li —__ - ---- / `- - - - - - - SEYOND T.O. LANDING 1 j � t`-C�ST-IN-PLACE , f / "u, r - I GOVT.•R T.O.SUl.K_AT 5TG,!R TQ12i,l& AT ST'Alf� F 20931' -- ---- ------ -- -- _ - A 1 WEST ELEVATION - SOUTH EXTERIOR STAIR A4 WEST ELEVATION - NORTH EXTERIOR STAIR A5 SOUTH ELEVATION - NORTH EXTERIOR STAIR A6 EXTERIOR CONC. STAIR 1/4"= 1 -0 1/490=1 1-0 10 1/4"= 1 -0 1 112"= 1 '-0" 1 SIM,�40 t11IgI11 I X11 I I i I 1 I GII I_llI QE=..sc 5 RE,..REQ • - • - . Iit �� i ill ........c:::r ING A6 E6LL 77'67' f Wave TnrE1RETA� „el 11 1 _- - 40 40 1 :trttc. :r:cre .:et . �c• I I I I A6 E6 I ;.••u: � t::u: .j ° . 1,. R1EiI I /;iv 100 I � • 1111 II ( r I r r ' , . - Q -yj , C 1 SECTION - SOUTH EXTERIOR STAIR C4 SECTION - NORTH EXTERIOR STAIR C5 SECTION - NORTH EXTERIOR STAIR - _ t� ,F 1/4"=1 -0 1 4' = 1 -0 1/4"= 1 '-0" -33E"e.• 3EE \E,. SC — SEE .. — �F =_ -"Eq I I I I � II ; I r I ' lI, II11 + . II II � � I(I •I •�I• r ' t � 1 _ - - Ex .. .. .. E'S . . . . �ui��►I li II . I I �11 I I I II ,� � , I I 1 � 1 _ � _ - �_ _ .__ ._.. _, .• . , . .�I,I1 . 11 ; 11 � I 1 i , I : III II , ► � , � _ � __ _ .�__ �� __ --_ _.._.�. ' . ' . . >>. I;�1.,�. 1. I � 1i ' III I i I I � ` ► . I I � � _, . �_-_ . .; w___ �-�:� ��.. = - � �� _.. , — r .. •� �. I. .� 1 l.. I I I I 1 I I I _ _ �.r. F_ —\ .. ,.� r .� '.� _.�� - _ -- ..._.._ . ...,.►� I .1.....1,.11. X11,; ;;,,, � _ �_ _\ ___ �_.� PERMIT S E T 1 :1 MARCH 22, 2000 D 1 ELEVATION - NEW RETAINING WALL/RAIL 1/4"= 1 '-0 ,J D6 SECTION - NORTH EXTERIOR STAIR i C4 ` o Ul 1/4 = 1 -o A404 u — - — — 5'Q..0 SEE C" A R C H I T E C T S 5 -G A PROFESSIONAL CORPORATION ' C 4- I' PORTLAND, OREGON 97205-2447 USA 1022 SOUTHWEST SALMON SUITE 350 Ex,-y\ \' _ _Q TELEPHONE S03 222 5757 FAX 503 241 1514 i PROJECT 1ITIGARD TRIANGLE F a DE / REMBOLD PROPERTIES, LLC i� A404 NOTE SEE STRUCTURAL FOR ADD'I_ INFO. r =E\GE TC Is 111 I �`"` \ E6 STAIR RAIL - 1 qf =1 -o TIGARD• OREGON D6 2�'1 =_r 5'. �. 'C BE A404 C I �p� rcE"C/E" 5EE G'✓'_. �' - - y�J ►Roxcr No. , 17901 5 HS AiR DW A rf H 22.� MAR42000 T - - - - - s- C - --- - r- _ - -- -- _ � O• Rrvfrcrvs . oArf . ofseR►rrow F ! E RE'AINII.4 WALL / --- 'E'RETAINING WALL CS I t LLN ING C5 -C RE'"AIN It C4 'O REMAIN M04 �!'1 I ?'-0' A404 A404 p d NEW Ex'9 . (E;=ENCE t0 1' A. REMAIN — - -- - - - - r J }_---- - D' y oil, g• 5'-D' �, r r rrrLf � I I t r - A -- _.� CURB • , _ #-- ----- - 37 .o• - ql 5 O' f'M!f C( �, TO 5 DEWALK� — J - REMOVE ExlgT RETAIN. TO REMAIN NORTH & SOUTH • ' K. Dt O REMAN-- A4o4 STAIR LANDMG.ALL 4 FENCE AT NEW 4 REPAIR A404 FENCE 57L, ( � EXTERIOR STAIRS •` I • • — A9NECESSAR`". REI` AIN K F FLOOR PLAN SOUTH EXTERIOR STAIR F5 PLAN - NORTH EXTERIOR STAIR r� ' A 4 0 4 1/4"=1 —0 pY� 1 1/4"=1 -0 7701 SW�.1�1... SIT 2000 OOOOA R1�':�� '•'A 14 of 4 LEGIBILITY STRIP 0 2 3 4 5 6 7 8 9 0 11 12 13 14 16 17 B 9 20 � 22 2-+ 24 25 26 27 2e 29 3C i CD I I O1 Q 8 b MINI f l OZ _i�lwlllaltlrlilall. LLIaILI>1aJ11��J111!1.11�1�1.1111�1tI�J.IIS.11lililll�Lll��iJt11J�1�1,11�1 Il�I lilllal>�iIiIIIIIIIIIII1i i,,T jiII.IIIIIIIJIIIIi�IIIIIIIIIIIIIIIIIII LLW1111�111� 1111111G1�J�Wl�tltl�laJ�1�1�f>J.�I Oz , ., _ .: !N+�NR!!•!MS�'+r,w►nitl. =w..._.._..,.,..+.rr.....--..,....w......w_,,.r_.-wn•.r......p.-...........+._,..m.,w.,,i.,.,.,.,R•..,o,.,.,...r..n..msv - - .. ,. ... r ..r,r•H,..... .. ... fi, r KE`-NOTE5 04~ MA60NW Z.:D[)t. 6 'OOT-FACE G"A. Z4e�05 G1 A 1 FACE C-_ N CAae; SF'L'FACE C1-'.. NO�iiO 1'tETAI.6 9550¢ L. J.45616hEG Z'S5°J a -G AD Ka O NOS''G i 05500 C/ER,.EAC GG:OR F@.=rIE C55LC: e.C._L.� Z!;5CC E -'TEE- A'FE RA_NGS ft"Ill "D AND MA&TIC 06.0CA b-E:-T..IN6 P-T',AiDOD 9019 9._G,I.' PAPER Zb cc c; C N6' T'QN PANE- Cf ve ecr.-A:-«ERNG F-EXISLE-,.A6►1NG Z&.ZC: EiTEQ CR .GUC TR^" -'b:OC P_ ; tllbE4 S C YG Cb:CC: %-Erc:R wOOZ TRS•• Ck:2'C: 40_'t-000 6:1INY, dplem 4� •F MIUMN F'ADTEGTION C5 R-'t a-- 1%6".A7,-N IkE'4F C 5 E CANT 5-12 P c C -Qr•FC C PA _E CE aFC'EC' :E SL-M C'S e_5E c_:.6• Ca r E Sal.�E '6029 Fr4LFE� _ SIC 4-14 ovvE Jv.: j\� Z'cCC� :.ASF✓. c.?C. .NA55 \E- e C4` -7.; S 8.4SKEQ QCT `'tIz - EBF-\E�"�°_.ER }+ Oa~ D0011%AM M 11IOOdl��rc`-c . ._ E,-E@ Ci -::L _-0% ce. .E \"ER C4 CC OOR %J11 Z:4q Zd•.E 5•..'E" o+000 f�IIM1tA 'E4-RE d 6%.. eilME4 E5 �cFE 1.5 EE~ �s ` >F3 /F1 �F3 e�_ _ E QE5 �`�Ye:-I.: 4•�' INN- NS-1- LTIIE CCC: -a'.' `rc� .. E\_ Ll-'Tis :.�: -'ES r j CS S • ;:i-ve - -E _C: IRS 4 -,E- 8 3'•5 ..' r CCE c o-E R Iq F. TpILET Ap4=tb60RILE ` i 4Llti IIOf?c Eal1R"!WT _ 1 T' RE-...c =X s- RE- JAW SPACE � _ F J c �CC[EE` `.:�= C• = _- c �re...:E '� C_ E_"^/E: Er \!o 3rc..�E- --- Q. .F.._ :Ee . •c c :♦ I :E sR_ �' I •c BE FE�'/E I _ =E MIT C 1 SECTION AT BLDG A TRASH ENCLOSURE C3 BUILDING SECTION LOOKING NORTH - BUILDING A t/8 =1 -0 1 l-011 .�t PERMIT SET MARCH 22, 2000 I mcmI A R C H I T E C T S A oWCPESS'ONAL CORPOAAT-ON 022 SOUTHWEST SALMON SUITE 350 PORTLAND, OREGON 97205-<447 USA TELEPHONE 503 222 5757 FAN!409 2411514 \ C3 , 'F c ASO r ^A_0' �IW�Ecr , TIGARD j C"&C C eE"\, --- TRIANGLE - -T REMBOLD PROPERTIES. LLC ! - i I - .NE Cr arc ECCO _ BEI Clic - - - 9L I . 113 —� r,,-,%E o N "E Vu F ".�EtA eKE Fa In1 - I5-FE"BR:.C'vG AT 5' A:53E^' :• cF_�L tiE5- gM eE,c\� _, 1,� I 'P'iGAFtD. OREGON i BE` c C1 111 i ( ; =F:.\:.i. ?E: Pwo.ncr�. 9901'5 T I ' a� rl LE P.-,tr_�r� /, LE no 9901'5 A501 SEC-BIdgA.D//G PILE VA MARCH 22, 2000 —_ -- _ TfJ. Fi`L FLR Rsvr�nw!f 0A TE � Ofi.--ga'rpH, A-2 t -00 ROOF HATCH BE`vsCG SEE .—� 5.1FL�C''i4A� F3 BUILDING SECTION LOOKING EAST - BUILDING A i = n • I � �� Martr rrrLs. F BLDG SECTIONS K. BUILDING A NMINT dNl. A 5 O ' 7301 SW Denmout,St, `10 SIT 2000-0000A F3'JP2000 000, 15 of 44 LEGIBILITY STRIP �Tc _ 2 3 4 s e 7 e o 10 11 12 13 is B 17 is 19 20 21 22 23 24 25 26 CDZI 1 I )I Hera au108 - ' ,�lll I I �a!�1;J�1I'I1�J,I1�,1�1�,U.u1u1111t:J11)�1�L�..L�t�IIA�laJ I � � !, I ooz .�LI�1�1�1�1�t1�J.>J�1��.1,�1.X1111.1.�.l�Wa��l.�1.�.L�IiW,i.L�1�.1�1�'_.. 3 0 -01 i pftr�z „s�v+MMf«n rArwK Ar."• ^'r.AMMIkN��.r 1 ...._.......,. ,..m.......e+.wr•-.+..r.w+�.+m.sn,t.,rr rr,...M..nw..wr•.r..en.�.+,•-„*.....u..-.a..,.......n+.-.., ......,,.,:.,...,ww._....,n.-...wn.h..n,.....,,...n._..,,,.•..r.......,... :w,y,.�...�..,«.rt..«.........,....n.,.,•r. ,...--�,.�.b.,..-., a.,,...,,.....«.................•.u,nr'.,yn..�,wwnm�+T+.+•-'.-^,+.+.r.»•..w•..+.n_,.r.� - ..,+r..,+..,..w-.., . , .. ..,.,. .-.w nyn. .. ,.,.,.nwwR•A._.+y,+„1n...+w(HM1MMwYF-wl�n.w�.•aM�..+ �..,..y�,�,�y�yw..Mwi••nM•rewwilM++MRMb,tl•+r.o•.n - ...• - r I - _ I KEYNOTES 04ot01tD MAAONW C4810A 5MOCTu FACE CM 04610b GROUND FACE CM 048100 SPLIT FACE CTU W� MALS 0550GA 1NA684NED E4 055WJ5 LOADNG DOCK NOSING 0550C 0.`ERb4EAD DOOR FRAME A402 _:D.N4SEN- 5_:DG 0a555m 5*OEE APR-- RL LIWaSiHAhDR:.�5 El '3E`OND 14"" UXJ=AND PLAOTIC A502 C6100A 5-.EATNING FLS WOOD E4 D4 FI 2b;C'�C5 B.ILO%h3 PAmER 7 - F A502 _ D1 c(P00C �oNSTf�CT ON PANEL A402 A502 A402 06'=D bE_F-A,.EKING FLEx,BLE F_AS..-NG M--VCG ExTER.OR WOOD TRIM 06200D _Jw15EQ SDNG P_E D 8D TRM - - _ 1 TIGV T.O. PLATE ffW" T1�W AL MOI*TIJE P1II1D= - -- - --- - _ - -" ' O,�- ..'.'C9 R-'S BAT 'h T.D PATE C-_25 R-� Ei�T I 'h5 4r�ph ? B.;,TT �NSU.AT-ON W' W..'.T F,.:;; E 5� � -o• 0L"-5::-_ �s y�A.POR RETARDANT T O. PLATE ' � i 1 :'� � � .�•.. 0"5'F 8.+:_T.JP ROOF 51 5-F.^^ • I E CAN 5 Q'F' A3 C'5' STQ C; A E F'4C EC"✓E GAP rl li 8p Bs a0 1 -•-- ___�_.- .-___ ._-_ 0'S BASE c_t-5_1143"1E••'ICRANE • ..�'. _---_._. ..__ --- --- _------- .,.�_..------ - ---- -- - ..—_.:: C. CC R fi pE. _ Src R NG AI 61 B2 SALES FLQOR 5=_� c_ :Q 80 - b : SC.,91 'EIQ D� ESIrJOA r. l 'j BI SALES F OOR _ 0'600- o0 ^'bOC J.. SE"'� - - BD '' 2`6CCG :104,55,- T 'EA: -- �_� � O'-D• C-bCC ✓OIhfPO� 5'RAIhER T.0 5LAB T❑ SLAB 0'&=< .C.A6r01 BR:C CE' 'E3 •._-.._ S.=cE'• FCS^ C. -9C e 'i�• SE._..�.• C-?C B:CKE4 RO: •9C :: E• 5 OR, r EQ OW" DOOM� SME A Co.. E.'ER DR -Co-- :OCR B1 BUILDING SECTION — BUILDING B ca::9 NEROR .,o:� Do�R ' DGS'C. c_r N.,'•' EI-Q-: ✓001F 1/8 8 =1 —0 ca:cE 3-C41REFRo.•gQcM14 s-aTE- .'85:0 hDOI. 01000 /5114) __-cIa•RE S S'.a.'B.:RRE! oe S Eb 6-EE- ;___'NG NG ^9:b5E S'FE_ r-444:1 N4 'E` C9:B5' .:ER RES A402 CSt'C.: R..85E* I/000 MICIALTIICA �4021 (A502 A402 �F1 04E1 �� CCwt E,-L.* 6E E E5:s 5�. �b A502 AS03 CC`Cc= tee_ Fes-•.G.5-EQ �4 fs 1�►50� j C3\: SO T �A5D� Y i --- -- - IOEOO TOILLT ACCt66MIS } 20 0'_ Il000 l�In!MT PARAPET ` - I _ —. _._..._ Al 17'-0' IM - - I e0 ` T 0 PAkAPE T__. =_}- 1 I T{lu /2\ AS Usti 5ALE5 a4LE9 1 SALES I 1 OUTDOOR =: - F_OOR FLOOR - . ` I F_C✓R G • i 54-E6 4©' •:fa' G '4m' B p C'., -.hCG' 3E° - C! Al I G SLAB _C1 BUILDING SECTION — BUILDING B , 8 =, —0 I t t C, Bim, 1 A502 <A'102 A502A� C3 AS02� �40 I I ] oe� - 2c"_pr 0 PLATE \ �7g.. 4-01. T.0 PARAPET ---cm Y� -- I r ( To PATE PERMIT SET 12 0 PLATE Aio'-n 1 l_ 1 1 .I I:,• S0 l tnARcH 22. 2000 0 w2fl, 4 _6 SALES SALE 7 L; ROCK WALL. OUTDOOR I FLOOR LT.O C ■ALL SALES ®I-A '101° °, 0'-0' (208 o0') T.0 SLABTQ FIN FLR T 0 SLAB . AB mcm ARCHITECTS _ i8 glrt A PROFESSIONAL CORPORATION 1022 SOUTHWEST SALMON SUITE 350 BUILDING SECTION — BUILDING B E4 BUILDING SECTION — BUILDING B PORTLAND, OREGON 97205-2447 USA 178775" 1 8 =1 -0 TELEPHONE 503 222 57S7 rAM 503 2411514 CI ►wo�Fcr A502 A502 J T I G A R D TRIANGLE { 1Z V REMBOLD PROPERTIES, LLC P3 -0' TOPLATE - - I 120'-0' TIGARD, OREGON i T.Q. PLATE �-- \ISO �� I i -r--r-- I I -- -- --- 1 ; L u•_ _ _ _ _ _ 1 rwo.rcr wo , 99oi s 1 y L I fLE NO 99015 A502 SEC-E81d9I9.DW0 1 DA re . MARCH 22. 2000 t $•,ELvES-- --- -I r N`.• "C I rlfv191omv . 'DArf . Ofs"prew., c,.'�q.E S VACS I � i I •�- L:E GSE: AOR >( 1 -:`g�L Ati''ES COlIFEE - - -- �� - - r' I I BREAK L:CJACEN' BLDG.'N=O. &ALES i "U-URE RErRiGERA,T01 s SEE . 3C.J - I B ii BE 8E OND I 4 OFFICE I 1AND SINK -SEE A3E2 - T.O. FIN. FLR 0'-0' nr. ®` I T•0, SLAB - - - --- - _ - 1 / BLDG. 'C' FERi11ETER DAtRN1 GRAVEL 00"'N BFC. AVD 36' wvE "IN -*= rrKrr rrre.f SECTIONS r ofK. BUILDING B i F1 BUILDING SECTION — BUILDING B OEM A502 1J 7301 SW Dartmouth Str SIT 200000008 SUP2000 00104 16 of 44 LEGIBILITY STRIP -C., - c 5 6 7 e 9 IO II 12 1 �^ � - 3 14 16 17 19 9 20 21 22 23 2d 25 26 2, 26 29 3C CD Z I I I 01 1r HONI s 107 11 i1U1d.Lw1 Lb 1w111 u 111 LUILIJ.1L11111 t1.11111hW1.IJ�11�I11111J111LG11W�1J G►11111t1,11Ij d1.W1li1 d 11.1 l li I I l.11_11.1[)I.,I.].;11.11 I I I I I I I[I I I I I I I I I!I I I.h J,I I I I I II I,III I I ll II.i t 1.11,11[i I 11- i.l I'I.]1 All t o z r�:+fw+..w• w..tr+u....�+rr.rw.+._.r,«s,u,mw,.n. +.w.,.•.....T...w.rw+.n*•-•orwvn.,...sw...rrwi.M,•,a.rtr►Nunn••�1Mnw,w..wM•Nnw+wn•,r-�+r.,+.,.t«M_ ..•wmM». �!`1Y+IMNMJE71MwswN.•..w.ud+•ni,+iM,+..«..»n.+....rK.n,,....:.......:.....rr.r.s+ . rM............L....,... ' .,..w,:MVsyr .!IYAItM}7•xn,erK.P,fy'.k•r•••.sm.+nr:n.rr.*!Mw Tw.rgwsew•�YIMV�Tfulf+A.+�M1+�r•'^'•.••••,••y„w+wa r..•y.w:w..M�.u•.ymn+r+ne.M.. *..h�q,M*Nn•tPN.MnMu,wwT.Nn,w.'�n'• wwww.•n••n.wwn,waw+mw...w.ww,.^wp,•rNr.n..,..,.n..-..a �n..+..;•-•ai•rrr,+•.gW'nTn+.,..,•+w.+•w..«Tq+,wnwa..+NR.M.rNI�I�/,Nn. »1w...n�r.••..wiPn.+F+, ".M1MrN•.,yR+•+M.w+�.r•+e«oaWNr r�r 1 I l CGR1D KEYNOTES 04~GRID "IC 51{00TH FACE CM �'�_��R IC GRaJN:) FACE ::m "4c.c SPLIT FACE CHU do~ MTALS j -SEE F1/A504 n 0"00.A lxA lblGa=r ______� ,_-- cw3s"Z _CADNG DOCK NO5rNG " C_g.p� - _ _ __� y 05S0CC OVER.+EAD DCX"FRA"'* '!. PRY ""A' a550C:� BP BARD REG_E- B- 6998 L55OCE STEEL WPE RA_AYaS� DRAILO I8 F,-��;:Ry uIOOD AHD PLASTIC 5pQ'.S-0<' (AFF. OF BLDG, 'C'1 _ - 5-N05 sT 86 :blocs 9I.._D*IG P:.PER L'bOC �� - OF,IOL'C ONb'R-.C'ON PANEL 4 0110 _ ' ' - - E.YDER(3iD"{a✓ TRrt-! �' cc C N-ER OR-<)OD 1w, r 06:cc'.� "_`:b0: SIDING i• C7 •, _.- ----�,• - f � O'lOOO T1IIE^{AL 1 1'b1E'Rm R10TEGTIQI - - 1 C'i'Z.: R-" B:-` INSULAT ON 07;cz R-'t BAT- Al6ULAT_-Vs 1-19 84T' -4bUL4-a.!, 1W1TE F&/--Wo =_.=j'-•\ri p` L"5 .: CS swF04 RE-[.i!✓tJJ7 � .. C�2:� C'E ':7 B.._ „F ie:OC 5�5'Ef•+ 41 C'9"- S'I'a_' :E.'CE 1PRO-EC fE CLw o , 2'S B:SE c_/_b-NG — SECTION " bGc., 5G FAER A5 REGLET AT SHARED CMU WALL A6 DRIP FLASHING C�boc= j.:55:O.ED 1 112-=l'—O" 3 =1 '_0_ c-E®cr, C'b:7C: 'N-e5C�iED C-`CCK �✓.5pO.' BRAKE' OM000 DOOM AND WROC" tiG :2-;.56 0"4M Eck I u OM00 FWIiri6 - Eb ^9 C9 •c l ��R' :1� _.'E\' --5'Ecc 503 Fr F5 C?:SS= a'EEr CE_`G uF:.^'.5 ',4504' � -\= "`:`5= -'EQ RE:_�•� e^-�. FFE sr-.%: G_ 7 _-___ i I 10000 E�"l1yLk.TIE� � c C«rC.. 5 5-' ce5..Q NG 5-'g :66E«'E_- A B6 - - _ - _ r-% E -a... 6 DRIP FLASHING — PLAN C JOINT '` - wN TOILET AC 8060MO 1 cze _ -- --- — — — — — ti— — — -- -- — -- — — — — — — — — — — — — — -- -- -- — -- — — — 3"777"— now EaulF+e►rT« - i 1 I I I _ Ilk or C3 SECTION LOOKING NORTH — BUILDING C ' 17 a '=1 —o c 3 0V--- ----- , A503 F� AA' T-T T--TSI r T'T'- 7777��4'j _ _ I =E14 -4- - - - - - - -.- -- _ _ - - - - - _ -- - - - - - - - -- - -- -- __ - - -- -- -- - - - -- -- --- -- - ' FPERMIT SET �OuI AS ` I ' tom•:E-r _r v"_ r ` A R C H I T E C T S �� 3.•+e 3 E /- �%\: "�t.�`_F.._ �� Fr�`"L� \� A PF10FESSIONAL CORPORATION 1022 SOUrMWEST 9ALWON St'tTE 350 PORTLAND, OREGON 91205-2447 U9A TELE04001E 503 22?S?57 rAz 503 2411514 E3 SECTION LOOKING EAST — BUILDING C TIGARD TRIANGLE REMDOLD PROPERTIES, LLC i TIGARD, OREGON •Ro.*cr mo. 99015 1 Olt IF m0 99015 A503 SEC-Bld9C.DWC DArr MARCH 22, 2000 1 Revr9Ilam! DA r/ OflMIr47N { a E I I NEET rrrLf K r� SECTIONS cryBUILDING C i A 5 O 3 " - ! 7301 SW Dartmouth Sir SIT 2000-00008 DUP2000 00104 17 of 44 LEGIBILITY STRIP 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 2- 28 29 J�: CD Z 1 I I OI L 9 b 11J1111J11�1�1)1�,111U t1�1)Ii,II,1�J�1�J11)l�.I�l�.lJ.1ll)J.�l�.l Lel)I).1�1.II.II,I.III�I)1)I)tll�.I�IIIItI-L�IIIII�I).I�I,IJ.IJ��1�111�.1)�1�I�J)1�1.��J�111).l)ll.l�J.��)l�.l�.l.)L)1I1.)1IIIIIJ).LIZ!ui! 10a t 177M i KEYNOTES o�o�o H,Asaa�T 04aIC,t, bt•1C.C�r..FACk C7i1 040ca GROUNC,FAGS CM C401CC SPLIT FACE CM do~ METAL* 05600A k.A"404IEG 05500.3 LOL•.JMCi DOc-. hO6�/G 05500.: OVER. AD DOOR FRAME 05500z) B.?L_.:RD J55g)CE S-EE_ c';pe RAI.IKiS ti.L ww=1L6 06~ WOOE+AND rL"TIG 06"A 5aE:.T "JG PLY6000 06'008 5.._-^.'NG P.c•PER 06 i0o C ::Or b'RUC'ON PANEL 06 00,D 5E_F•: ER'VG r-EAIBLE FLA6►.�• 04,i00i EATER OR .,OOD TRIM -*:00D LJ IWR 6:DING Cb:OC.0 rN'ER OR"00D TRIM C6iC�l� PL y00G SIDING 019mm TWWNIAL a M MTUM!•I111OTECT" G•ilC.A R-I' BA'T ',NfkJ-A-<01.; O'i'CG R-,!BATT INISULA"ON . -.TE FAC,NC, 0.7'0.0 RE.nF vAPOR TAF-ANT RCOF 6.6-E'-' C_5"E c4N, SIR p Q4111c PAG C-S, C.17'10-06 T,oN C'5 S'R„G' DEv CE F'ROTEC' h C.o C-5 15-4_5E =-A-S-WG'-'E`1DR.:r,E a, 30 O, --- ;-1,005- SUF'F'ER _ 30 C"b OCE ;,Lb5 GhE _ "bCO >'Abe&,E CC :^✓►.SpA.' :,`?L:Gf' 14'•0� ( ) - I o� -; G..TO WA60NM M Ra 5.;=E- =E' Pcs- 5EE E.� 7N8 86 S. C-9C 9 SE.: 54S C I 30 E/m�.5 c -EQ 00"oAH MO Doom G YODAIA •IM. co E/-=_Q GTER.INE OF "+*�G•+a►,NEL / Ce::B •ER^R AOr '✓GrR to:.e A be:,ON:._ C.Erc-.E4z: X0040 Cb•:C.. "'♦.T^ E`."F:✓•.E AOR t I � Cd-.. I"CRfcRO`.'aic,:-'`.,G 6'6'E.•• C"= -E:F 4b—A''v03 5_•:55 \" 4 sM7 rg I w t r ^9' CB _F . -9:55 5 =E_ --ice --- - {�) =o «; ,•oz ~ e-.:R= 30 21 =4� ..-E%RES a-_ t61' &MICIALTas NOLs.A C: ^e `�.\^�< "EE '- C. _ m:,bl 9i '.:SE CCCCc F Fi.� :i .G.5- Q E •EQ Cri r--%E- 5 aNb L3� ^:b`_ Frc a - Fl •� —r --- �� IMM TOIL/T ACCi��Atl�A �CO J T.G. cpIL. L I 1 . - �2 j 4 0 I{ I i •^ 12 �1 ._...- — --- oc qr,._,E: HE a.:00 INC 01vb I I Z- f(MO.; PERMIT SET QQQR rR - MARCH 22. 2000 —� I =` � -3 arc_!_ r_- N R C H I T E C T S A PROFE95IONAL CORPORATION 1022 SOUTHWEST SALMON SUITE 350 PORTLAND, OREGON 9f205-2447 USA 1ELEP40W 503 222 5757 FAX S03 241 1St4 IAC if r'T `r2 _ TIGARD • I\A70ti�- °� TRIANGLE T.O. FNF_L12 ----- \ tW . r � �\ ' � SEE CIVIL Q� � T O SLAB\FUR Pr-R INFO. � REM80LD PROPERTIES. SLC dEGT Pre T.O. FIN.SLR SEE BLD. 9ECTION3 ------------- TIGARD, OREGON s / ^- ►wourcr NO. 99015 PAL F No \'cR-"-.:q OR.:.'\ O �� i �`----- DArV MARCf 99015 A504 SEC-WALL.DWG \-4R•y_ 22, 2000 Rev1sooks , OA re , OastrProw : x SEE 8'!rC'jRAL cCR tC,Pv:.G..,T,r :NFC. - --- • 0 F 1 WALL SECTION F3 WALL SECTION F4 _WALL SECTION FS WALL SECTION 3 4 1 0 3/4-=V-0 =1 -0 ' 3/4 =1 -0 09 w(r[r rrrt4 , op WALL SECTIONS BUILDING A rw�!• � A 5 0 4 } t O SIT j S x 7301 SW Dartmouth Stt 2000 00008 SUP2000 00104 IR nt 44 LEGIBIL11v STRIP 5 67 6 9 IO 11 12 13 14 le 17 le 19 20 22 a 2 a . CD OI 6 8HOW StJll isal,..LL;I;.i.11�i!1;1�1�1�1:wiiJij.llilii;iilllllllllll.�Lll�.�.1.IIIILLIILIILIIItIII�I�I1IIII'' 11II�IILIiIIIIIi.11I�III�IIIIJIJ>I��111104111_LI,1lLll.l�LIaJIIIJ�f��I1.1_LLLItll.lllLll�I�;1(JLL.fIIt1.LLIl,t�a111ilt1aIil111,.. :�.I�(,tl.t�!•l�l�I�.l _Oz ILyuwyn. - __.... ._., ___.._........ ... .,..,...� _._-., ....,..y...,._,a:n;•..,,...•,.. .. .-. . r+unn..wryrv1•w �rlwwvn .•n RLMgee.q,�. .....,� w• n .. w y.rn +H M+MMw✓.wnMM'..rnr.+.ri:w•+..u•MWR.•.q:•nr• • ... .... . ... ..... _ ., ..._. ... .... _, - -- ,.,a•.v.vn.n. u e. ,,...,�,...•+:wr++•.... ..Nr+ ,m..._..,.... .-... w.e..+ w•..:r,-•rr •.nrlulr••w .. ,. .. ,�.•._.w.. ..•m.yr,nayWp n. .,Mn:r• .. .. .._ .. - "h b r f� r i ppr- 1 KEYNOTES 04mac 1�Ara�acr 046CA SMOOT-FLCE CM: 04800 CsROI?l�FLCE Cru. 04610.0 5p�.IT FLOE CMJ 060010 1 ETAL6 0550014 w%AbS-CzNED 0550C.5 _CLC N6 r.C�aC NOS 4G Cit 50CC OVER-EA: D:OR FRL.`7E 0550CZ' EOL—LRD 05500E S'EE- PIPE RA,N- SMA40IRAIL6 06®M WOOD AND RAOTIC Cb;00:. 6•.EL'-143 Fl `WOOD C*Z0b 541-. 4 a PZ.OER ob!o0= CONSTRUCT ON R_NB� 06'00: 5E_F-4:-ER 4G F,.Fxt8_E FLASr-ING C6:CC.: EXTER OR-COG Ttel" � C6'005 : P"BER 6'D NCa 06;CCC 14'ER-^R-CC-- TRim C62CC� P_".,,,OOC 5 C'NG 01000 TII R 4 h1016T1/E PROTECTION C':C R-'' BL" IN61-4'-ON c-:C9 R•'915L-- N5.J-AT,ON C':0'. R-'o BA'T 'NSJLAT'ON Wi W�ITE FLCR�Ca :C: REf4F 'JAPOR RETAR.^.AhT .Ne: 6CaNE .,JP RGOF 5'STET' 0"5'E :ANS 6TR P 0-5' a 45 "'S' 5'R,�C' :Ev'r_E MRC'ES-,✓E CAP B•r:4 _ _C C"!' 1545E B_:5E F_LS-''.G E^BRIJJE J{ C"b0CL s,pWa C-E C p o_R,:pE SSC R''NCa C-600' -5.. =5.-'4G "b. 6G.�E R "b CC E .N..55�N C"b CCF C'bCCla DO.►.fC•�' 'i CC Dthl.Y'' F. NE4 - AS T.O. PARAPET /ROU4w) � � I T.O. PLATE "'3C = "c SEE ELEV4TIpN5 % E-� 1 SEE ELEVAT ONS EE] \� 06000 DOOM Afro WJINDOM C6 -. =,,-ER OR_. :�Crk cR •E C6:':: Ev'ER OR ..00: :OCR ; 1 I Ce::E5 N'ER OR_0O% :,CCR jar, Cep Ce S'OREFR?.'rR:."'1.3 V 5'E_ „e.:C.. 4� EN'R...NCE ✓OCR I CeeCC.: S. E.Rr b.�:.'1143 3-.;.65f' 0+000 PfN, s A4 1 / —�pal ?:.C.: _ F4•RE 5 5':N' 5-:--RQ ER \ / 7/ \ l \ i \✓ o.:C P ^E355CR ES _ 6-EE- CE_%:s cc.:."�6i :5t o 5'EE V._ _ �e 5a l o CC.:Q • W 3 9 -SEEC EVv - I � rr SEE E_E -Jw5 �`. � -Ele p 5_3-= 5-.\ BC Q: =? .5 � � 10000 ertcIALT1E6: ' rEN=E s.'.'E CC= ocs'EEr. .:3e -5EE E_EV - TA. FRAMING _ I ,:REE _ _ SEE 5TRUGTuRA1 I % 0:65 Q� P.NE S 0N5 CCOCE \ / I A5 / 10600 TOILET ACGl660FUE6 11000 EQJIR•ENT C i,A79 / \ \ 1 WE EuEvAT10►ra TRANSO-"f NEAP �ROJ� __ SEE ELEV4TION5 Gfc:.C: C\ C4 I --1 %/ .. war \ B2 OP- _67- HEAD _ 1 / \ C3 ROOF HEIGHT TRANSITION - i 1 I 3/4"=1 ! . I ` c: ,d� A3 1 PERMIT S C 1-,\ ET MARCH 22, 2000 -------- ,�� DOOR WEAD ' r �- A R C H I T E C T S mcm rM`R A=_ PROFESSIONAL 022 SOUTHWEST SALMON CORPORATION 9UI El 90 PORTLAND. OREGON 97205-2447 USA �\ TELEPHONE 503 222 57.7 FAX 503 241 ISI4 ♦ � r PAn.IFr.t { -SEF EL-Ev TIGARD ' - TRIANGLE E3 � eon eo REMBOLD PROPERTIES, LLC min— EM TIGARD. OREGON Pnowrcr No. ' 9901 5 _ �0 . i rye 99015 A505_f;EC_-WALL.UW Q 1 VAr? , MARCH 22. 2000 AER^^E•Ecc=.�:'w� �F.:� r � Rl VRlIOND OA rf OflCI�ITA7M, i f •\ - _� � Qn_8 S `1^ vY NQ Et NCT 4r4rsr rnLe SEE FI;fSD5 =01? SEE F'=5c5 COR WALL SECTIONS ADIF DITIONAL ' O. ADDITIONAL INF ,[,•-•D'10'vA� O. INFO,� =Fri BUILDING B - I Fl SECTION ATFDOOR & TRANSOM FZ SECTION AT SHARED CMU WALL F4 WALL SECTION AT DOOR OPNG. 5 TYPICAL WALL BECTON 3 4 =1 -0 3 4 1 0 3/4p'=1 0 3/4 =1 --0 9Nwr No. , A 5 0 5 1 7301 SW Dartmouth Str SIT 200 0.00008,SUP2000 00104 19 of 44 LEGIBILITY STRIP _ 9 ,o 11 12 1 , _ a ti CD z,� t I O I 8 9 y E: HOW 6011 O,,: -Ii!i11J1.1.t�11ti11.111�11LLl11�111I111111,��J.L�1.1,1.l��ll�il��l>�11.�I11111-LI!.IJ.II111�llIII�I!11111111111TIII!II�IIIIIIIIIIIIIIIIIIIIIIIIIIIII111�1II-11JIIIIlIIIIItIIILIIJIJIIIIIIIIIIIILILTLIIVIIIILII-I-IIII �IIJIJt.IILLI�ItI.II��U.(IIIIIIIIII�I11 ' Oz r, r/ +I 1 - KEYNOTES 04~ 1AWNRY 04010-1 VMOOT_F,4CE Cl 4 D1 048109 CsRW4,.FACE VL 3I 048'06 SPLIT FACE CM t D1 – 05�.: ,l�A ICSNEC ' 30 — _ E, 25500EoOA;,0•.G DOCK N05*#j Y � an5�: eoLLar.� 05500E b'EF-L P'F RLI Iwgi.tJ.:R,1. 6 TO MAbONRT C610C: b-EAT-Nci 0--l-0011P T.O. MAbONRI -- j t+ OoMO YaCJGC ANP F'LA6TIG 14 -B' I� SEE ELEvATIONS T.O MASONRY �e14'-B o¢�c oN6� -o.PCNsL Z60C: bE_F-AJ••ER'NYa FLEX16�E =:.=.5i-i!NCa I 06:CC,.: E xTE R OR_,OOD TR`^ :'b.00.15 _J15ER 6':NG CbsOC' '�.'ER OR - - - OlO�O T►EI�'1AL I MOI6TI/�1"180TEGTIQI I 0 2;C5 Q-1 5-:" Nb,;-AT'ON 'i!C 6 4-'9 E '• " O\1.1,y(r11Tl i,GD RF"F �:POQ QE"4 R:AN1 A5 Et JA-45GNE� E s0 30 i�r -- -- - �'�'ta 9 _'•Jw ROa 61 5-E"1 5-R-S- CEv_E PQC EC- /E _.:P 15.=5E _ .:5.-nlj"IE-5 R-J•.E C"b CC 5 RAF= _ 5<R'NG -bCC' 5_ r 5••1v0 C"oJCE -C.JC= COti '-OR-E.: 1 C"E..0 s :O.NSpO.' '_b iC .E4 r ✓'bc'C 1'SbG\E: 4 j c 02 5-=E :'.oC5' "5C er6KER QC M000 MOM 4MD I CX" CE:•? 'ER^Q .SCO DOOR SF uaM_ cieR-�E�y^OOR e4 c\'rc:.vCE .R e•4 C 5 5'CQE=RCti'=R:.^'Y5 5.5'!— C25:C- \. ..L OW /�pOp FN18►E6 'S. -E t.E. 5 5-EE =R.;"♦3 C9:65: G`IDS-,�e:!-RD .:-ERRES :s'= 5C:.11M n ` 0!:55: 517.\: —&-e_ Q wpEQ V_5E %Q r000c amelALT1EG -- -�-- \ _\t =ENCE -\__3 E5 coo wpa" TOILET ACZED60MES 06' A2 11000 EQJIFM 70 d . v C21 �I J Q Ct BOOR •+E4:� 1-0, - dT bir 70 I Ic'O' 1 I jp ` i I i PERMIT SET MARCH 22, 2000 r N r�3} _ mcm- ti A R C H I T E C T S A PF40FESSIONAL CORPORATION m'-0' (SEE C'�IL) '.O SLAB 022 SOUTHWEST SALMON SUITE 750 _ 0 -0' l CIVIL)T.O. SLAB/ DOCK PORTLAND. OREGON 97205.214E USA [I� ��_ `._R _ `2 57 ��. TELEPHONE 503 222 57 FAX 503 2411514 170 - - - - L-Yif- MOJECT - TIGARD TRIANGLE q�:=` C\ REMBOLD PROPERTIES, LLC T.O. GONG.-- -- f�� ES SE= C ✓_ FCR O F4Q__ER NIC TIGARD. OREGON 3 MO.41C T NO. ' 99015 ELE NO. 99015 A508-SEC-WALL.0WG 2 O OATS MARCH 22, 2000 . ArvlllON! OA re 011CIb�T47N f ' ' RE's:.R gE�_GCE Eic'ST. WA'ER�q✓'JF ti_a � AS REO D -C "'L.,\'AIN u.ATER-"'G • '\-Esq,-. VER F" Er S'ENCe — -ER ME-ER r-OC ING j :RL'\ FOR E,!15T. B_�G. is Er 5-6 rcEPG!Q RFA_GCE L.S REG':) -C r'AIN'AIN OD'A 114t4FT rirt s . mos l=) DRAINAGE bT STEN' IF IN LI Est: s - WALL. SECTIONS • i F'ROvIDE NEW FOUNDA?ION DRAM LINE FOR - It SOILS RAT. ,N sys EMENT 4 CONNECT TO BUILDING C STOR,*'f DRAIN bY5'Eh' FZ WALL SECTION F3 WALL SECTION _ F4 PARTIAL WALL SECTION F5 WALL SECTION 3/47 1 —03/4 '=l'--0" �------- 3 4 =1 —03 4 =1 —0 TAb. . A506 1 Q 7301 SW oarhnolllt'SI' SIT 2000.00008 LUP2000 00104 20 of 44 LEGIBILITY STRIP 2 7e o 12 13 14 22 23 24 25 t CDZI I I OI E9 g G 9 9 4 E: w0N1 cOa o �i�l�lLLiJiLilaJ�l�ltlala.�il�lliti ,Jiltl�� IluLi�l.1.l�I�!-L(I�Lh11ldIlal111111111liIIII11.1111111111111111111] 11111111111111111111.11111111di[IIII111 111[11li11i111.III.IItdIIIlil"I1111lllili�.I11iLIuL��lllali�lh-ll!�1�.dila 11 °� KEYNOTES 04c00 M.440mw 0"I0SMOOT-&ACE 0"L OAIW073 GOQOWND FACE "er SPLIT FACE C11 MKTAL* L_. 05Dm09 LOAD MG TOCK\:`31h4i 0!,50r_ OVERWE. -0 DOOR BOL-40t) 7------ 0550C.E 57EE- -=E RAI-'Wx "AN711i,G,-_5 WOOD AND 11`t"Tlc 06'490A 6.4EAT"Wa,R.YwO Ch Z�C.15 Bi�Z" P4PEIlt C*ZCC CONS' ON P4NE- _7 r7 m i0c:1- r-Ex 5.E 5-E-/-=6 --*20C9 06"OCC INEPR OR-cm _Rl" . 06200Z PL_6Lcc:; drume T14ORIAL A I1010TUM PIWVZTk)N 0'.C- R-P '\&_.T ON R-'?!e,.: WE NF, -%465 X CIS'L velcop S. C-b E 5'--rc E 5 5 --:.::-\E c 5'v sc"facs I ON 5== 5z-=- CIS.,. 5-Q-C' "RUES- -'E CCN:; �,Q -E 0-60c4a C-6 0c c _K 51Q_-:\:_cc c Poe 'b :� ni I A 1 INTERIOR ELEVATION ROOM 201A EAST A3 COFFEE BAR REAR ELEVATION A4 COFFEE BAR SOUTH ELEVATION A5 COFFEE BAR FRONT ELEVATION O'becIc :O_N5=n_ llkl�C.r c, rxr_�w C--2cs 1/411=1 t-01f 1 /4" 1 0" 1 4 _Sc rl'wl 1, m 111100M DOO11%AND E,_ ce. E zellb E c"E"-4:: 000 203 QA( 2 Co-[_' D3 RE 203 :03 0; 202 Cee C: 000m PNIGWIS 14 ': -FIR-4kv -51 CIS. %dw Fit A502 ).1c ♦ 01.:. t Q., YJ C It CCCC QE r- "5-5-EIR B 1 INTERIOR ELEVATION ROOMS 201B, 201C & 201D WEST WALL T0169T ACCIII104ME&J* 17 F r 777-3 B3 OFFICE/BREAK ROOM ELEVATIONS 1/a '= 1 '-0" �A I c-o-C :rt :_n 'Is, C ICE. C1 INTERIOR ELEVATION ROOMS 201A & 201B NORTH WALL IV tzr -r,: ml 1:7 4k &V d0p-� r-_ Ilk % _r rk E_::<",; RC_r=a-__rk !: E_zx ' PERMIT SET D1 INTERIOR ELEVATION ROOMS 201 D & 201 E NORTH WALL D3 BASE CABINET D4 WALL MOUNTED COUNTER MARCH 22. 2000 W. 3/4"77 77 1 112"= 1 '-0" _rr R C H I T E C T S 71 A PROFESSIONAL C0RPOAA`T,0% 1022 SOUTHWEST SALMON SUITE 350 D,' #p -7 POATLANO, OREGON 91205-24141 USA it,/ % TELEPHONE 503 222 5757 PAX 503 2411514 - sk % B. C, "wojec r �F 2 60 TIGARD 1��, E2 MEN'S RESTROOM 204 c: 1/4#1=1 v-011 TRIANGLE REMBOLD PROPERTIES. LLC Mv > TIGARD. OREGON IN % ics= NZ.=w1:1N 2M A c8c =4==R E2 Po"cr Aso. 990 1 5 i FILE mu 99015 A602 INTER-Ei_Ev_8IdgI3 Ow A2' x'C o 4' 1- w`V_I""Ir I 1 3-cl sp of CA rr MARCH 22. 2000 4 ----%- I -%- 0 0 _. N - -_ - -%- 1 a -:e- oars owscRo-rem ib' -%— c 0- �& Ilk \_ _N_-1A . z 1-1 1 • 5==_N5 NG . c A— 0 i d) 41� Z 4 -c' L=Ec 8,L smE1116=:R )e. I � C. A BAR B. C. moimr rms ENLARGED —PLAN TOILETS F2 WOMEN'S RESTROOM F5 CORRIDOR INTERIOR ELEVATION 1PY K. pl 1/4-=1 -0 1/4"=1 -0 /4"=1 '-0" ENLARGED PLANS DETAILS — BLDG sm"r kv. , A6o2 7301$w oartmOUth StF SIT 2000-00009 BUP2000 2�1''4 21 of 44 LEGIBILITY STPIP 7 8 9 10 t 12 13 14 9 9 20 21 22 23 24 25 26 27 2e 29 01 14ON TOO III ILIJI IIII I t 11111,111 I.L1.171 III I h I I.ILI adiji-IL1.1 11.1 iwij i[I"I th I J."11.1 1 ILI e 1111111dilill lu 0 CD 111,1011h U11 mcm K. P OF P 6 2- 02e 229 ff,.' ', 00 dh .I I KEYNOTES e t 04~ rl� 7 "2L 5,'I0OT41 FACE CIU I -- — :AROUND FACE C;-%J 04E C.BC &FO IT FACE 01U AIOOIO P tTALA -� 05500E LOAs DOCK OCK NOSING _- -- , — 05500.0 O IEREAD DOOR FRAME IIRD r//�` - i . QC:\✓ 0550E STTEE- PIPE RAILMG.6.-• C-NDR<.Lb ♦ � 06~ 6WWO HAND 14AEM \J I � 6�EN�INrS 0066i00B ESuILDI*Ya PAPER AD.ERFx,E .E r_AS.+01 06:00-: Eol-ER,nR"')OD -RI! 06:a0D LlbD NG iDbiMEWOR d TRI" i O6:00rF"_ewOOD SIDING cli4-\s G 4^.. 5'Q.C',�2:,A. __r_.--_ 4' I - -i ak- 0,72100 TWENIAiL RR-1I54T? NIOMh 5EE 0,7IEOTEt:T1G�i '$ R ^. �� ."' ,.C'\' � �:✓ I I \ O^s -• ... 154-7 'rrb11:ATION IHpULATLATlp1 —r- I ♦- I 0 0C ME INV .1APOQ RETARDANT TE cAGMc!a 2"51'C ES a ,P'ROOF bT VE" CC8'✓.S 5E_= T. itcop i CIS" J S 5E `.:-SS,GNED E_E Il--C\5 i * - - I NI 0-S"E GAN' 6-R A C-5"F TRLFF,C PAD C-5" COI•tPO6r A•r-LA-6-'ws,v10avF 0,5. 5. � J'S" E.5E =_L6-14"E"5 1R 4NEAZ CANOPY ROD CONNECTION CIbCO A COP'1411 IV 11 3 = 1 -0 i / � Aloe rc 5C F_.;b- 1 — ♦ C'60C:7 SC_PPER C^b=E _A»66GNED -- C'BOES SE= :OJ.SPC C' a ----- bC'C. Jv.56GryD ._ --a e-bec� c.r•.bPer- eR;.c�cE , 02 6AFE P^5T ... I \ \ // / `" / / V // C-9C S 8 CCPR 4..0 I �E�:_R CD _ _ o I "-. . / _ / 0000 DOOM Itp 6WAX" J ELEVATION C6:6.: BEC•�. "F4•.EL. :"OR . / �e-e.. _r•r.� E'.•4.J.�.E DOOR Co.;oeb:y15 S�y�°4^,'s4;._Na 51 b-Er•. ceorle B3 TYP SECTION AT SCUPPER 1 � r :.-E -RE b•».• a:." R -J" I 1 1 2"777-07 r__ .. C m�E -:-N:: E _ e• R f _ P-` E C':559 9 _E_ LE_•�FR:J'r,.a -RR �^ r I -- ► + ✓ ra\' ro=co= s-2163'^ a -W- (_J_ It l • ♦ Q-5$_ a-SE IeOOO OrlGUY TIlII 5 j�-,ct^bc-4 ti� s» :BbE^'C_• .' �»NE_ 59•.6 r. s U - \\E_ t r "o -a cc CIQ \ - ---- - - - - I►oOO' GUI .., _cK _ 4 4 c�_E �•c C r "__ Ce C-�CC 7 ccrc\.. / I / / .. / ♦ rte- +�i.. ELEVATION PLAN PLAN A70 Q 6 C1 CANOPY DETAIL CZ DR HD / CANOPY DETAIL C3 DOWNSPOUT BRACKET DETAILS C4 CONDUCTOR HEAD X81 C6 MASONRY CONTROL JOINT 1 1 /2" = 1 '-0 1 1 /2 '= 1 '-0 3 = 1 –0 PLAN SECTION ., I IJ = ==tee -o•an^ /tF ,./'E\� �.�.i. .. •�. /��t I , . --JI I `Q`t- / tel` \ I -s .' ME ae.= - / � I •5EE R'�Abmt ♦ ` ,. J e3- cam ♦ �� - - _rn�- -- - — z�_ DZ JAMB DEFAIL _ D3 HM DR HEAD -SEE F1,A5040- 22 I� A. AT MT .---- - _ L. CANNEL! CMU WALL JAM�3 PER,► �I:- - � � _ . ._ - _ � _,-►: -�� _..___-__-----____"'� .--- ------ -- MIT' S E-j Ci Ccs E1'=\� ,. .Fri v MARC FA �'1 z 5EE ASO UI F' 4 f (-- 111 A. POSTER CASE HEAD U, -SEE FI/ASO4 c // / / i s ` I Cc CC: C\ ."k'cc-.. h ' - I - ARCH1 E C T S El OVERHEAD DR JAMB/HEAD SIM . EZ STOREFRONT MULLION DETAIL E3 HM DR JAMB r _��, A PROFESSIONAL CORPORATION !"'� AL REVEAL IU22 SOUTHWEST SALMON SUITE 350 1 1/2 = 1 '-0' 3 – 1 –0 ' 3 = 1 '-0' —___ B. YER � .. _ PORTLAND, OREGON 97205-2447 USA I // - �``-- -_--_ -- TREPNONE 503 222 SIS? FAX 903 241 1914 y - `4 L:5\- sW=_may - B. POSTER CASE J_AM5 I G A R D e �� ; . _ a TR : ANGLE REMBOLD PROPERTIES, LLC -SEE FI/A504 06'Cce E/.'E\'. /FR 1; l► • ! Qt a cCyy�r 4— _. .--1_' - OCCC._^ _}-_ .— ' W �. -SEE FI/A504 D6'�E:. G"� iu 061E90A �,� ti ----_:. _-� (� ♦ r _ � TIGARO. OREGON L— II ce::C. CASING BEAD i� ` 5EE s _ �. � I I - E/-E\ OW20.A C/E4 f4.[NO. �—D61CC.:. EY'E\ C.'ER � •Ro.�crno 092115 c9 C.G CA5'\G OB015 A60 DE�AIL9.DWG -- -- BEAD ow rt MARCH 22. 2000 y='ER9'CP--_. _ _ ♦ - -� 09:2v DB RlrvsbNe • VArr , - ____.-__ f"922E8 orrreRlrarr. 6 v — C. POSTER CASE SILL C. AT VERICAL MTL. CHANNEL F T"(P. FTG. DETAIL FZ STOREFRONT SILL DETAIL _ F 1 3 HM DR. SILL DET- IL F5 DETAILS AT FOSTER CASE F6 DETAILS AT CEMENT PLASTER 1 1/2 ' = 1 -0 3 = 1 -0 3 = 1 -0 3 =1 -0 3 =1 -0 Il1�T TTL., a EXTERIOR �orK. DETAILS 71�v I !MEAT MO. . A 7 0 1 O7301 SW CaAm0u"'Sh SIT 200000008.SUP2000 004{ 22 of 44 LEGIBILITY STRIP c a 4 0 2 3 a e 9 20 24 25 26 26 29 30 cm ZI 11 OI q q � 4 NONI9 IOL —' il 1t�1�I�1JJ�l�111a11.111><11�1�11I 1t1t1�1a11111�iU�1aJ�llJ�I�J.Ia I.l111i�1�l�I t1�.I.IJtJa >.t1111.1�111�1J.�11 1111111aW11 ►I�1►11111 1�.1��I l�l�l�.l�.�lt�L1: Oz . .. ...- .. .. .. ._. ,,.,....-.,...........•r.-...nr-...._...«,«_.._.�..,o..n....^wn+•.��^.....w.v�!x9NMkMYF'+M+...�.w,.w.,......,...o.,..c.....,..,»r+w.nn�•.N�w....,.-. xwA+Mhw+`++^s•"rgr.n•w..•r-n............ ,npn.w,�«•.r.....n•., ........ _ .._..,..—.., ...... .... _ _. ..... .,,... .........,. .,..-. .... ' r �s KtYNOTES 04~ PWAKAW 04810.E SMOOna FACE O'lJ 048109 GROUND FACE C"Aj WOOD 'IDING04810.c SPLIT FACE CM ALIGN LrT AA�*tEZ) 05600D •04DING DOrrc N:JSING ' NQT�I 055000 ^✓ERHEw D00R HIIA'TE STAT F L D e TEP OF 055"� 150—ARD * gpp� 055,Wf 5'EEL PIPE RA!L1NCsS N.,CiR.:�S TRA NSANIN6 ' f _ IKIei� 60Gp AND*LAOTIG Cb10Cs• 6"EATNIN3 PLYI.IOOL) 061008 BJILDING PAPER "00L CDNS'RUCT.ON PANEL { f r*,^W� EE.�IER OR,+E.,UM TW- 4 F_4b^n G IL— 4 ";CCD -JI'IDER SIDING C620C.._ 'N*ER'OR"X>D 'R" 7 - — Jb:CsCD r'L"I:.00D 51GMG - 2X6 NJM DOl1G FIR STAT, TVP F T"'0i~ RT1•aCmi& I H"Am rIEOTEGT" 1 ALIGN 0,741c R-'9 bA T,fNS�_AT :.. SULATION zn,c9 Q•15 15,;.T' IN&.;.ATIL^ ' ON W. ,J•'):FAG. 2'2:a� �'� ✓LAOR 1{BTARDAN' C��I': G JhGSS dFD ACE OF BUILDING BEYOND BUIi '-P ROOF Si STEM 2x4 STEEL TUBE FRAME, TVP C1151'� C4\' S'R;P C'8"f -R,4=: In ..'Sn.«a 5'R,,CT DEr'CE 'QG"ECT ✓E C.;F` FACE OF SHIPL AP SIDING, TYP ( NOTE; c'sll� C0-+Pos'T.ON ALIGN TEP OF 2X6 SLAT WITH -bocs 1e-:-5t r 4b-'NG.•E.,e,z:,vE TOP OF SHIPLAP SIDING A. DETAIL AT HEAD WOOD TRIM, TYP RECESS, TYP C'eCrs6`4Q--:RE' W.:_ 5rcR"=„r3 7C-bCCG -Sc F AS. 1,43 = .'-0" TRANSOM WINDOW FRAME, TYP y�,EA ✓1-0-__ 2X6 NOM WOOD SLAT, TYP VOOD SIDING V :CB f3»FE oC8• 15C b SE=_AN'_ 2X1 STEEL TUBE FRAME, DOOM AND WP,eW B E i"E rc DR -,. ::;VR RR.,:-F -e: •ER cR ..C, BOOR ZP341 SEC'T»_ O/EQ-,EtD .'loom AILELEVATION _ _0 =0011111 PLYWOOD SUBSTRATE 1 1/2" = 1'-0" .7&5.0- 5 QE y% 94t»-^\a 5.6•E" BENT STEEL ANGLE K AV 09,000 F+719,iss 5• _ `„ »5s ,. ' »*E4 Q .., o»Qat E. r- S53c c3 / 2X6 NON DOUG FIR SLAT, I9Y " � -- ' '.:5` c' CE_`.3 --cc c.. -cc _ cam;,•^\� FACE OF BUILDING 1 7oE [- 4<-BecF S»!E I/~ BMGIALT1e8 • 55 :, SBS: Q\ B. DETAIL AT JAMB 3" = 1'-0" - - - C:ob» T4s 11 108m TOf r A=660ft* , II000 eauP'*!NT 2X4 STEEL TUBE FRAME, TYP c 2X6 0 DOUG FIR SLAT, TYP J- FACE OF BUIL DING BEYOND X1 i�1 B( STEEL MEMBERS, (( ALED, TYP BENT SFRAME AN1jA r'I. F, g�� r� per(, SEAL fOOR EXT CRIOP US, TYP 01 TUBE STEEL FRAI(, SEALED, TYP I C. SECTION AT SLAT E. CANOPY PLAN 3" = 1 -0 1/4" = 1'-0" D1 ENTRY CANOPY DETAILS SCALE VARIES THE ABOVE DETAILS ARE FROM JENSCN & MACY DWG.: A5.2, 'POPPYBOX GARDENS - TIGARD', DATED 1-11 -GO 1 s- ,-_ GALV STEEL EYE � . . e c EXTERIOR CLADDING (VARIES) MAINTAIN SIMPSp�, A34 ANGLE CLIP, _ _ r• CORR FIBERGLASS SHEET WE TH[P°RA'71Y BARRIER All SiNES SiDING jXf ST EL TUBE, SEALED FOR X . US , TYP 3 1/2'X8'X�/2' A36 STEEL =C� _•Q-_- MOUNTING LATE -- GALV. STEEL LIFTING EYE 5,2EMDIAD Milt KWIK 11 Bat V/ PERMIT S E T A_ALl CAULKING TQ RACK DF MAPCII 2::, < ul n 1 SECTION 4T 5EAM 5- PLATE AL T rG - - - -- . 470? CAULK All !0111$ a - • 757 - 2'.3'a 7 GA T((,�EEL TUBE, (NLN45 YIELD SR�T4GTH) TYP y ,.J k . . BLOCKING AS R(UUiRED 4T. 2X2 STEEL TUBE, SEALED 3X11 1'2' Al 1111) STEEL FUJMM EXT USE, TYP MOUNTiNG PLATE F�1 .. ' 2X X7 GA STEEL TUBE 1/B' I'RTEX X3�EETr TUBE, SEALED /� 2' 2 2 / RA�IUS FR LET WCLD ALL SIDES, � A R C H I T E C T S 1' 4' e pp(I 1/4' STEEL MOUNTING PLATE TI Vi 5�/EMBEDAMINLT-KV1K li BO,T r `— Cb�� E 'A E OF BUI,.GINC A7D2 A PROKE9910NAL CORPORATION _ mcm A CANOPY @TYP. WALL B CANOPY 0 TYP. WALL B TYP. E3ASE CONNECTION 0 WALL 1022 SOUTHWEST SALMON SUITE 3SO PORTLAND, OAEGON 91205-2441 USA �•j moi.:../ � TELEPNONE 50;+222 9151 FAX 503 2411514 PLAN AT WOOD 51DING CORNER _ �... . gg�[ MST SSTRUCi104 5/8' D!A A307 NUT �fQ / 2z3x 1 GA Ga V STEEL U IMG TRAM ANDPT a VCAD 11!; FUR CANOPY ESgp pnS � 1/2' II�NT A 7 STEE� ROD, 1/2 A301 BOLT, 5 EMBED � El GALV. METAL SIDING DETAILS TRANS�1 EXTCND Bt�11f1; EXTEND B[iTTDI I�tACKET TO �--"�`•`...1 - - '•• ` BUT. 3Q MOJFC r 391=1 -0 BRACK T'TO STEEL RAl1E AS TRMISOM, TYP "---i" j -�'. 1 HRU TEFL Er , 1rP (i Tv ' SWvN, TYP \ IJ MIN, T + C NTER GALV STEEL EYE MIN STEEL TIGARD 3XaX 1/2' A36 TUe NOF MtUN11NG I><AiT TRIANGLE I' BE'� SCRI VS ELEV l/ . A 307 S1EEl_ ROD, BEN l ' i I Ao Tr\ REMBOLD PROPERTICS, LLC{ PATCH AND MAINTAIN SHEET Zz2X 7 GA GALV STEEL PLATERPRO[FTNG REMIND C 7 I TUBING 1/r A36 MiN STEEL PLATE t A& _ _.-._ ,.+ _.. _ Y CAULKING TO BACK OF 0 2X2X7 GA (MIN 45 YIELD CAU.K ALL JOINTS T'G TIGARD, OREGON STRENGTH) STEEL TUBE, TYP i Was -- • � I I/2' A 307 STEEL ROD, RENT, -' orronc> ao VARIES 99015 _—___.�...___----------.-----�---- _ (SVS SELF TAPPING GALV �--- _ irP. RLE No SECTION • 89015 A702_DFT.DWG SCREW PATTERN �/2' A301 BOLT, 5 EMBED DA , MARCH 22, 2000 PLAN ! N, irP REV�,ON! . OA TG , oc9c,lrr=N. C CANOPY @WOOD SLt,T/TRl,NSOM D CANOPY @ RECESSED DOOR PLAN C FRAMING CONNECTIONS D CONNECTIONS ® DOOR/TRANSOM , I i 2 CANOPY SECTIONS F4 DRAWING TITLE F5 CANOPY DETAILS /2 ,-0" 3/4 = 1 -0' 1 1/2"=1 '-0 THE ABOVE DETAILS ARE FROM JENSON AI MACY DWG.: A5.1, 'POPPYBOX GARDENS - TIGARD', DATED 3-21-00 THE ABOVE DETAILS ARE FROM JENSON A MACY DWG.: A5.1, 'POPPYBOX GARDENS - TIGARD', DATED 3-21-00 THE ABOVE DETAILS ARE F^OM JENSON at MACY DWG.: A5.1, 'POPPYBOX GARDENS - TIGARD', DATED 3-21-00 "PT rfrLff EXTERIOR YK. R DETAILS . . � ...TMo. , A7O2 7301 SW Dartmouth Slr SIT 2000-00008,BUP2000.00104 21 of 44 610, LEGIBILITY STRiP o B 9 10 11 12 13 a 18 17 18 1? 20 2 22 23 24 25 265 22 2P 29 CD Z 1 I i I ELLI ll. i 11 I i 1 I LI Ll I 1 I I LIl1�i 1�LLW.LIJ I ro,L1>lillll�.LlI�1.��ll a W LIL�J I W L 11Ll.l L3OI 140 IiLLL� LLLaa.�l �111.4I r... Wn+.Www+,i„N,I'wMw.'' .. ..., _ .___.. .., ...w.,..,1„„ ... ... -._. ... •nri""•7""*' yw ..w...,.. .,. _ :,wewf.r,,. . ,. .. .rwy..,,..".,,,"wry..... ,,. * r+.-..w+.,- „r. KEYNOTES Idwdkw KA111121114W C"CA St omw FACE cm 048i0B GR?OLPIC FACE CMJ i G48CL SPLIT FACE CrU 06500:. J+iAbS:GNED I 0S50C.5 LOADMG DOCK N0511va SOP+.;: 0VE164EA.D DOOR FRAME 05500 COLLAND t 0550C.F 6TEEL WIPE Rl-1`K' rAN1;RL-5 d0~ wam*V KI Wt C CYo10CE Dt1'�DNG PaPER 0(v CC' C0NS'R1CT JN PANE- C6'0C: SE-F-A.'..-ERN6 F_E>'B_'= 06:00 EXTERIOR WOOD 'r'" 06200b -JMDfQ SONG 06iCCC N'ER'CR WOO,^. -R'- C67=0 P_r„i000 SIDO.ar!s vl~ TF� I MOIoTUw rfw=T” 1 0-;CA R-11 5A1, Iti5...AT,0N C--sCD R-19 DA-T I%,Ej_ATt0N cc R-5 tSATT %66-X.'ON . r. -E c:.0 hCj '2 CC RE'NF /HPDR FETL.RD•:✓.' l"b C04Z) 5,'-T •,P ROOF 6`S'E1" C-S' SALT S'RLP C'S'F 'R:i •: PAD 0-5 - S'R C' DEr,CE PRO'EC' /IE CAP C'S 5Z bE F_AS-`G IT MORANE -6 S::A S:• 141 Z'60CB =-R:-=E' SK R WG 0'60C C r 5C F_Z4-1.51 '. C'60CC Y_..1012EIR C-6=E A:55 sNE 0-&cer. C'60C_ 70J.6F0-' b'R:.--Elk 0,600. A:55 sNE� 0w" DOOM AND 11 DCKPA Cb �.r-ER CQ �OORFR.:--E I Zh:.. Ei'ER�^ii .70: COGR Zb: :B ,-Elk_0% CC OR 2236 %- 5EC'J`..:.~/ER.-EA: COOQ E\'Q_ CE :;000 r. CE=ZL° 5'✓4E«::`.' c4:.v'Y- 5`b'E- AOOO r14awlta .:•ER•1EE 5 61411• 1.:RR EQ " 1 • ' ' �SiCE E5 _ I �O •f-_ J•p5 w SE eE_e_- l IN10r /P{GIIiLTIIE _ o_g•a4t G..SE ?i'fF CR e_\E 3:a' GE _ \5.3-E� 0.65 c Iqc I0E00 TOILiT 4ticcxaaaar;a It000 lGL1F�l1fT 4 DOOR SCHEDULE — BUILDINGS 'A' do 'C' Iu , ` ` I 70 , ; .. _ � � .". ." •• .'; `- -DRi _9c a'-- t� a < --I c. < CIA0.i. .. PERMIT SET 1 ul il� a '� '• . L 5y c .`Y.� I MARCH 22, 2000 I DOOR TYPES BUILDINGS 'A' & 'C' mcm ARCHITECTS 0 3 A PROFESSIONAL CORPORATION 1022 SOUTHWEST SALIWVN SUITE 950 11 IV- �,• PORTLAND, OREGON 9?205.2441 USA II TELEPHONE 503 222 S?S7 FAR S03 241 1914 II 144I MUJEC r t I FR,&W TYPES BI_lII.DINGS 'A' & 'C' T I G A R D TRIANGLE 1 t D2 DOOR & FRAME TYPES REM®OLD PMIERTIES, LLC 1 4 =1 —0 i _ - - ----- — - IG 3-'--s- ♦ T ARD. OREGON -- �; —; C2 I; C2 02 a-mcr No 9901 s 7a Mglti . r4. g•ti -A' �1 II 1 bI I' 7� 5•• S 70 rte Aa 99015 A801 DFTAILS.DWG r`-� - ogre MARCH 22, 2000 FWVNCWY DA r/ IV I '- 0141GI1I hd/ i -;P— .,-_— I __.I -j r— r —, i� E2 7Q I, c� E2I I I OI II E2 ��D �' I E c 70 t. 70 I ; " `J i J o II II I II ; s I 70 I 0, ONWr rrrL#r . �\ I. BLDG. A & C. F2 II. BLDG. A F2 11I. BLDG. C. F2 IV. BLDG. A. F2 NOTES A N D CG' K. C SCHEDULES FZ STOREFRONT TYPES _ _ BDLG . A & C • -_ • � � 1 4 =1 -0 .N..r«o. . A 8 0 1 1 .r. 7301 SW Dartmouth Sir SIT 2000.00008.BUP2000 00104 24 01 44 LEGIBILITY STRII) _ 6 7 B 8 IO 11 12 13 14 6 17 1e 19 20 2 23 24 2.5 26 2- 26 29 '30 CD2 I If Of ti M)N I SC ZQ la.I1IBJ.kwjwlLdPubL[dIIII III IIIIb111lbbiaLaa l� ILIULl illi,'.. pY f a� .. .. .. ..... .. .... .,,..... - •....... ....._...._.._...........,.,. ,.,_, ........w .. ....-++.w,n+1w.... ... -.,o...-r+e.... .. , .n.,. .«n,..+.,.. . .....-.........»...............,,o ..,,+ .•,.,...,qRu,a,. a m.+n. - e .... +»,«, .. .. .. ..., .._.. .•-._ ....--. . , - • .... ... „�� r 4 KEYNOTES 04~ MA60NNY 0.48104 SMOOT-+FACE C_rtU 04OZZ :-R-OkAD FACE U'•IU 048Z S 5P`IT FACE CMJ Ob~ METAL& 1 055001. ,➢vGbbKaNED 05500$ »CADMG DOCK NOSING 055900 0'/EQ-E4C DOOR rRAt1E 05500:" !✓O_-ARD 0550CE 5-EE� PIPE RAILINGb-HANGIRAI»S V"M WOOD AND P'LAOTIC 06 CCI, S-.c:.T..ING P_rUIOOD O6'0CB B,:'_D'NG PAPER O6Ice C CCfvb'RJCTION PANEL 0E aC: 5ELr-4,D•JER1N4 FLExIDLE FLAb«I 062001. EXTERIOR WOOD TRIM Ob2COB LUMDER SID NG 06200 C INTERIOR WOOD IRRP 062000 PL140000 S':INA 01000 TWOV IAL 4 MMUI!1•4%7rIGT 0-:CA R-1' BATT :NbU»AT.ON 01210B R-•9 BATT INSULATION Cl:;DC R-'? BG'T INSULATION lW jj.41TE F 0`.IOD RE NF v4POR RETARDANT O'SI1.G-;; JNL961GNED O�5"D 51.ILT-J0'ROOF 6YSTEM C'5''E CANT 5'R'P OTSI'F TRAFFIC PAD 015';G COMPC&'ION FLL5. N4G CT5 5`RLC'r DE/ICE PRC-EC"/E C-:P 0'511: BABE FL-461I1NG tE"84LNE O"b OCL C.OXsiNG CT60CB RARAftT WA_ bK 0-600G r+Ibr_r_GB.In.IG C-f OCF COND.GTOQ.+E LD C'6=0 DOJ`nc0 - R C-6.'i• .N4se G•.ED _k, 113 C'bCCJr. DOtAbPCU' BR---j<ET tl .t - .C• / _ / . r y_r C":CB 3GFE-• r'CS• // / / / / / / C'SO'G _ -5'C►+ER'� BELLGNT \ C- 'C DUCKER ROD \ ♦ \ 9D\ \ -"W:1 EXF•4•.9 ON r__ER ca~ DOOM AND IMIpO11B C2" E/'ERICR DGCR=RA)^E W ce::.: EX-EQ OGI -,CCS ::COR t 1 u) a �' CE21:E '.'EQ CQ-O C GOOK t C83b;1 5E:'C'.L_ CVER�ELD DOOR "' :8it(•1. G_,.NJ^EN'RANSE DOOrk .'B• OE 5'CRL"RUNT•RAMI NG S'S'E- 1 \ \ \ \ / / / / \ f / �eS:C:. G .'NJM WINDOW \ \ \ \ \ \ \ \ CE410C A C_ELR '\SULG•ING \ \ 011000 PR1101;8 ct..cL 'ER-RE 5 514\' B-RR EQ !"CD -E "»-:CC SSE555CARES =E ::CQ U C?::O �'.CR'_:.\� :E•'E\' e_..b'ER C9:We 5'EE_ _ r4:.- vI r? ^?:550 G•15.;ll G^.-*-- f t \ \ r C9:513 L-cR RES 31 c BC•49-- c?:55E 5C,.\: 54115 10000 bPIECIALTIE;6 CCC+C. •� - -� -r• ti - _ C:OCL L'\ `.<=EY_E .:\� 3_-ES -. COC'C- c:5-ER n-6E 4 0CCC: _,'ER Cr.=_L E_ 5 G'.5 8 c_10c= L R= 1106" TOILET ACCEMOME6 B2 WINDOW TYPES - BUILDING B I E�IP T =1 -o DOCK.114. 1/atR " ROOM FINISH SCHEDULE - BUILDING 'B' • \ .3' ]II eb. R-0 F oocQ _ FII \ 5E--.E:: GC`GRr`E t ill ._.C_ '.r c vi•w r.`A- _tom '_ • •.. � .. .. R r DER:a_..tt•E �r:R'�E.. 5: r - 'Crv^' I 11 //= �1 //5 _ . .=_-_E_ •\:RF'E c_.:5' o,\E.5 /= y`•- -=`"-- _ :`\ _E Iil Ill Ij) _ .: r\ .. • ....:.RB` _E _ . _ . __ sc._F`.3 C@: 5 ._._.. `�., . > lr) c,c • aXo,c.r_ Q[�u c•Pc.._ ,.Iry III - - Ill Ill ul III (ll �•c ' 'J`cc. E F G �I DOOR TYPES BUILDING 'B' E 5 Ua _,,,,R • ... .a- Ebr_-=F s.c , ;'c - �`o •a.c -rc �^'•• - � _�_ A•../ =R:. 'E� 3w._/ '�K 5../ eCR -5'Ery -...CR _.'.CK - .Sy_e3 s_C-R 3.e 3.o G.e 3•e err "EE''Na R-_5 -_-E_._E `�-_`K :C C 3.:_E3 e_!,c c a`c +•c c/c ~��C E..E G•c n•.c a`a ... ,`c Ro _`_c ^c 3.c 's`-r 3,c f.c ,c FB ._rkS -C RC. 3'r G`r 3`e 'e e,c Cy.0 RIM y 111 III Ill :CQFrCra 3.c �.c �.c 3.c - 4`c.G,. i ^"E�'S e• �.o '.o a`a s`a r`a Qr LC,C \b:C .. ae -- __.___-�----------- Nn PERMIT SET ?t U) �,� �•-_/ UI 111 3F: ui L � MARCH 22, 2000 p n. +r C-A --�I GH 4 GC GD GATE TYPES BUILDING 'B' DOOR SCHEDULE - BUILDING 'B' x A R C H I T E C T S E� D3 } `CE3� D0 } d E 70 3 . bs-cErE\=_ 70 5^ Cv r c` A PROFESSIONAL CORPnRATION/ -1 rE3 L - =_ �- _ E31 _ _ _ E3 L - 5 E_ 3-'S -_ e.:N. 'rc: ' =\c 1022 SOUTHWEST SALNXIN SUITE 350 70 l) Y A 70 J `1 i -, -- ly 70 (I ; r +G . +evc-R=- ,_-- - PORTLAND OREGON 91205-2447 USA E3 I E3 l I t M�QK cv 5 •E G CQ °RL_E „ r�O•E TELEPHONE 503 222 5757 FAX 503 241 1514 70 E3 31 70 -� 70 �)• FI• J J 1) u W G -E 3-- F it F u I -- BLDG. 'B' ' 3. @0 LUMBER SIDING 4. @ PLYWOOD SIDING 5. CEO CEMENT FLA;TER �- -- -`� Pmojecr :C : E 5 G "C-,ER -:55 5-ED IGARD DOR DIM, - - _ -'c Jb6D TRIANGLE -... _- / vSc - - 1C 4 E 3 6-C ' -0 W:' i,l^' 4 TG s E , 3 +6_C , .© �I _ ,,.: A TO `- ------ -----__ EMBOLD PROPERTIt , LL -_-c__ _- \ --. -, _2C -6 E 9 6-O' " •D' hLa T WD 1 4 R .moi Ci +-- -- G --- �.-- -- ---- �I I 1 ^01`' E 6�6-0 ,7 -©' hllD T WD'• 4 -. t p3 D3 p3 I D3 -_ 20'-S E +4 6-0 ©' � - b - TG ►'041ER A56'S'EC I r 70 70 f 70 ` 7p } I CP: 201-CS E I y b'-O;•f�'-0' T WDIT 4 10'_10PI 1 113-d UC T .ter•- 'G - _ _ -..�-__-.- _ ! aa I IDI_It E b'-0_ t.0_ T WD'T 'S (I Ui II 'G E3 - 201-12 E 5 6'•0" "-D' T-u (A T 4 1T,�-_--_ TIGARD, OREGON E3 I E3 n, I a 70 7D :01-14 E 9 3-0" 1'-0 T UD 1 1 TG ------- .-`- --__ -__ 1•worcr No. M04 1 ___1 201-15 -- - 3'-0" 4'-ID' PIT e/T b I•. _• VERIrf DOOR uEIGNT -- B9otS ---- _�.-_ FLE No g6•q t 5 A802_DETAILS-SCHED. 2E1-Ib 3-O" A•10' WD P/TWp P/T b VERIFY DCOR I4 GHT DArE MARCH 22, 2000 1 6. 0 PLYWOOD SIDING 7. @ CEMENT PLASTER g. C GYP. BD• 9. 2C2-1 -- -• -- -- -• -- -• -- -- •- -• NOT USED REVIs47►q) oArE , - ---- - 203-1 F 9 3'-0" T-p" T T TG F FRAME do SIDELIGHT TYPES BUILDINGS 'B' 204.1 -_ -. -. .. .. .. .. .. .. .. NOT USED t 205-1 G B 3'-0" '•m" C T T 9 -- - - E2DOOR & FRAME TYPES - 3UILDING 8 'D6 G ° 3 ,-m" C T -- T .. _- -- - -- --- �-1/400=1 -0 G-1 G 16'-0" 1'•O" b - S 110 1.- •- ROLLNG GATE ASSE"1BLT 0-2 G 10'-0" '7'-0" b - b ID .. _ ROLLING GATE ASSE-1BL`' ._ _. .. -- -- - -- -- -- -- -- NOT USED 4u4rrar rrrLr. G-4-1 G 3'-0" -I-0.- - Gb 11 CMAIN LINK GATE ASSEMBLY, - ' -- DETAILS AND ,j G-4-2 G 7'-©" 1'-0" GO 12 CW41N LINK GATE ASSEMBLY,VERIF7 70.SIZE rC7 OY K. RUS 0-4-309 3' GS 12 CNAM LIMO GATE ASSEMISLY,VERIFY DO.S.ZE SCHEDULES CHEDULES s�C r �,• I � G-5 ac 15'•0' b'-iD' 1 12 ROLLING GATE A_98EMDLY_- ------ BLDG . B I �Vv/ ^ . ....rwo. , A 8 0 2 �g 7301 SW Dartmouth Str. 517 2000-00008.BUP2000o010 25 of 44 LEGIBILITY STRIP 5 6 7 6 9 IO 11 12 13 14 15 17 13 Ia z0 21 22 23 24 25 26 27 2e 2S 30 CD z I I I 01 L HONI a 1 OZ T 1t.i.!1aaIII IlLLI1111, dLJ11.1di.11111.1111.tI111I11111.1111IIa1111111.111111.11IIT,IIIIIIIIIIIIIIIII T IIIIIIIIIIIIIIIIIIT,IIIIIIII111111.1.111�I1�-��►1ti.tlIitlt,j.Il1II[IIIh1,11.1.111111IIIIIIIIIIIIIIJ.�ll�ihllJl.ltllliLt.l�fl�tl.l.ltJ11]11130 1.1-1111 Oz .«WVYIWyMnr.,w....-.:,.- ..i:�v.. .Hyw.�s•!s vpnrR.rxw. ,,a...+-....+•r«....... .I.r.. -.ryn+r.,, - .. M ...,• ., .. .... rrr...w.v.. a-..r....,,,... e....vim«. RT.. Mih•-lY,r.. 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F4 RECESSED WINDOW SILL F5 RECESSED WDW ROOF EDGE Fa RECESSED WINDOW 3 =1 -0 3 =1 -0 3 =1 -0 1 1/2'77-707_ DETAILS t OY K. BUILDING B v A OJIM A 8 O 3 6 1701 SW Dartmouth Sir SIT 2000-00006.SUP2000 00104 �xd ' 26 of 44 LEGIBILITY STRIP _ 5 6 7 9 9 10 11 12 13 14 16 17 .B 19 20 21 22 23 24 25 26 27 2e 2_ Del 1 1 01 G 4 HOW Skil oe _-- Ula.I�11.W�•1�,1.�1�liJalil 4a �1�1�1.111�� 1111�1LI�.li.1.iJ.�la.lt l�.lil:J�I�I�W11i�i.I�JaJ.ll�.ll.liJalla�.1.�Ji1�1�1a111�1�1i.laJ.�la111��.h,l�:1iJ�,l.�l�l�hl.�;.�.1+1�u..�.. .09 r i 1 U/ \ ,r 978 \ �0' ' \ 1 I�•'tl 111 11 I• �\ I II I \ \ a ' j I Un If 2U It • I a j )A a a \ i \ i c, j � Cb v° O -- S 01 '43'56" W 186.87' — — — — — — — — S 01 '43'56" W — _ 280.81 — — — — — — — — ��30,75 ( r-_ ' \\ z I a / 32 z Z / I OO ul 1 to as 1 P I Ica II r•, .� - M` — { RPRECAST WHEEL VERTICAL RETAINING WALL STOPS ITVP! J CURB er 9 � CA(�n 1I � _ . . . . . . , tillll•UING "C'' I o, r REMOVE EXIST HANDICAP MARKINGS 6 SIGN RESTR'PE —• ht_—.r. — t — — — —.J I- I FOR S TO SPACE led m 'RASH rT, "ft ' - --• - 11 RESTRIPE FOR HANDICAP PARKING PROvrDE POLE- MOUNTED N I MOUNTED SIGNS d PRECAST � TJX I CONC WHEEL STOP _ M I 78822 — U - - - - — NEW H C 1 - : ,- I SIGN a POS, RELOCATE WHEEt, STOP Iil'ILUING "Ej' - I _ 1.112' j h AS SH(-WN i --- - — -- -- ` �1� .�!:•\�•�••�_+'� �••. •-`.l.'till�' .11�- -�� I � +— -7 ti � nwe 41 l MAIMING "A'r x ._ I 14 INSTALL H.c SIGNS POST_ I i i .1' I I I `:~y. I ALPHA ENGINEERING INC. 4L� PROVIDE WHEEL STUD 1TvPI I 9 1�eT' ' � *+� PIANNINn•nrYrtnrYLNT namcte•-ulrvmNc / r . 407-46x 11041.111041.11 1 I N O CURB A T PtAt4 Klm+r•7rrtrc s.050 r In:•aaeau rAx u r. oMt•ro1mANn ae 972dti i I TRASH ENCLOSURE ai TRASH • aj \ • • • • • • ._ • 4 41r • • • • . r— �� \ PRI. 'f C T TIGARD IK 11 - - - ....: - _ - •... �.� N 01'4.3'56" E •_ 599.89' � . � TRIANGLE • - .. - ..__.__.. — _ _ - .. _- 'l,ilii.Nr \ REMBOLD COMPANIES <r.r-.•SSC•.:- •____ PORTLAND, OREGON 747 U �r .II�I r� �{'_- �. I'- o11oJECTNO - 99018 (AE- 94�- �0' 1 f �&F TIo 54' _ . _ .__.._.__.._. ..._.._ ._.._ .._. 7 1 DIMS DWC .. .- - - _-- - __ 1 -'-`•----•- - --- _. .. - -_ DATE IMARCH e, 2000 REvosto"s DA Tf i Of1C14�TtlIY I 1 I I 1 !MEET rine . GEOMETRY AND DIMENSION PLAN r ' fMfT NO Cj 1 0 O "•V 7701 SW Dartmouth Str SIT 200000008.13UP2000 00104 27 of 44 LEGIBILITY STRIP o a ? a g.I c� g g o ;2 3 a s 17 is 19 20 21 22 23 24 25 26 27 2e 29 30 CDP.I 11 OI Q g tf N�NI 0 IOZ -�11�J�111J 11111•�W1J J11J1J1►,JJlI 11111111111�1�llJlll'i1111.I11�1.11tI.11 lltllW�W�J�.I)a X11111 �i i I i I i I I i i i I��I i I.�1.�a.�l�llJ l ltlll�,la�l1t1�1111�1111J�1L�l�l�lllt�il�>alL�tll�l�l►1�11�11W��l�ltl.�la.� oa we.wA.•vr.,<. ,•._........_.,.,,,,_MreMn,•n,y.,,w,.,r-.r,wurw.N,w^•u�•••••w•.:,..,,,r+-.-,r..r.,........r._«w+vnn..�rT.�.;.. ,.-...-..i. ...... .... -____ ...._-. .._..... r-sr►•+.+...wn.o. ...+...... .+.rr. _,«..e•.«......w.,..r.+w .n+•e+.i.r..o-.._..•+•»•r++rw.,..r.+...n .« �...�w•,.«+.w.en. • •"� .. _ .a'Mw+nwwr+•n.nw.r..rr••w.n'MYMMw+'T+.•+.»......._..n..+».....w ......a..sMK+e.w.M"ew.gri. Hyl n:' i ^ I ' II I • I t t� s•ser ► � \' • \ I i i I i i I PROVIDE INl E T BARRIER . \ PROTECTION AT EXIST CATCH BASIN, TVP I ` I i 4 ly'ATCH +Ef��i�_ i c V�. PROVIDE IN 7 BARRIER / � C xr lu'll IEl__ CD CA TCH Su, Trp -� I PROVIDE INLET BARRIER / MA�CH T I, PROTECTION AT ExISI / CATCH BASIN', TYP / EDGE OP PA ENr t 1 GP F"—•,10 1v lop 20394 IEII107 05 0 FG 12 03 CONC CUR$ A T NEW �51G ,, `t'o 'r • r0 I f'•F ' I ISLAND TO MATCH y Y14 — lb r04 \ EXIST, PAVEMENT ELEV 46" ph p` -6AW0U7 BBHtNU NEW = �CURBLfNE ANDF.F- �.Ofi.f)'3REMAVEEXIST• PAVEMENTSECTION VOR NEWRFM VE AXI T Pt _ L ANDSCAPINOAND PAVF WITH00, ? 71ASPHALT 2011 eIPROPER7 • :'WE REMOVE A REPLACE TA FGyt7 EXIST ISLAND CURB0TQ MATCH NEW , PA!'fMENT GFI,UE �O 1co BUII.DiNG "C F' F=.`07.96 � G �7oi, \d*l � 10� I , T-;k ol C Mt^REfg VALLEr _ p 9 \ REMOVE EXIST PLANTER ISLAND p1��0 r Q• y` I CURBING CONSTRUCT CROSS ��p q 9� ti I Y 7 ` r y I �l' CURBS AND PAVE ►�G ' I d `' 4- p I �a� ♦ �' \ � � .. 1y _ I 0 by 1p`E0 � P I 1 o - ��, � � V .X.�i-.� I ',t+ y� [WILDING „D., � =209.00 • • - - - --- - - -- -- f•� F' y 11 / I I r � �JL1.L1.74L.1\S-i-R\\.L_�r1.11 .`♦ i�- . �i� i �P" �q•�/ ,� `ti I t�" • �... .r.. , L�'r I 2Q8.16�� I � r � / I ' F.F�.=211.U0 I� ` , 0822 rG r I I; 9� II Q F' ' _ '$ ... . . . . �O H 96 FG I < 0 It ,f Apw 209 3? FG 0 I 5 r ID 90 [T_ ,` ,1 1 '•_Lii r / ruAL NPHA.•rvc�LN�cw-Kenrrv.sumerrvo ' 1 WEFItINq INC. \ �O FxIST KEYSTONE WIL e0, •u W00.PAX uq•We W4.1 y WALL T O REMAIN . •. .- _. - ` %UP/ r,u.A •+rt•s rtt tw•�e0o oto.,rolrtuwn oe n.+.1 I 1 I�Q' r bo> 1 r it L,lQ�O � �y��' S • t .,A. _ _.—�--•I r+•-.r•_-i. _ it--.J h.� L• (:_ y..._ Y-.• . - - ' +, • - :V �! ♦�-�--.-o.: .�-_.4.. d1� • - A X- ♦ A .... �". - - - --�-- ��j� POO IEt ------- — -_'_ ----- N ROCKERY WALLS. ROCKERY_LY "-� ARD - __. t ,�� 9 L SE£ ARCH SECTIONS � 0 Q �-�- 1 ROCKERY WAL1.5 1� -- -•-- - �- - - _ tli/ 1 r0 . _ - _ 5`Cf ARCH. SECTIONSTRIANGLE SEE ARCH SFC TIONS ._ _ - 1 i -- - - EM90LD COMPANIES M PORTLAND. OREGON .I n 1 Z o _ .--- Owl (�' •4.556 E 9901 LAL' 54?—( U') CRAW. OAT[ MAPF 14 S. 2040 Ilrvl[gN! OAT[ IDElCAIPTgN to I F_ROF,IOI! CON'T'ROL-_NOTES EROSION CONTROL MEASURES WILL BE INSTALLED IN STRICT ACCORDANCE WITH THE CITY OF TIGARD AND USA STANDARDS. TYPICAL MEASURES WILL INCLUDE THE USE OF INLE f BARRIER NIrfT nTir PROTECTION AT ALL NEW AREA DRAINS, AND AT ALL EXISTING GRADING PLAN CATCH BASINS WITHIN THE IMMEDIATE LIMITS OF CONSTRUCTION. I C200 #LJ.�� 7101 SW Dalimouth Sh. SIT 2000.00008.13UP2000 00104 2B of 44 • ry, _ C f'I ' LEGIBILITY STRIP 0 I 2 a 5 6 7 8 9 0 12 13 4 I's I'7 18 19 20 21 22 23 24 25 26 27 28 29 30 IOmm•I Cm el 11 OI Q q 4 N0N1 t loa _.�1111�111.1�.11a,I.IUJ1�11.1,111111�.IJ.!„1.1111.I�1.11�.!�l.�a.ls.11J.iJ.s1.lJ.>U.IIJ-I�1.1111-11�,W�.I.Wa.�alll�lll.l��lill.lull'X1111„11.II�II.�IIItI�.�111U11i.1.11.111►.I.s.1l�1�t.I.I.l�lu.I.,.1.L1.Is.VIII.IItI�.I��I�1�1r1J.�ll,tlil�J�U1�I.tJr11��1.t111�1L�11!>_I�.U.�Il�ll.l�J. oa �� _rr . �r.�•' 1 I li t F LTEk FABRII. YA'E1• A, Ik - _'�'�r, t ra '.� • �� '! yyg4c F:•! �S-_ rgTR, MATERIAL_ vER� ..2"�c 1PC STsF ! = 1 I EROSION CONTROL NOTES GRAVEL CONSTRUCTION ENTRANCE - - -- - NOT TO SCALE - - - - FRONT VI W SIDE VIEW uQ rla - TOP VIEW SEDIMENT FENCE 4 NOT TO SCALE j SEL • - - FEN(.L c. rte ' J CONSTRo ON ENTRANCE tI I EME 0 ENTRANCE WCf• BARRIER lTvP� 0, 4JFE3 SEDIMENT FENCE NOTES GRAVEL AND WIRE MESH PLACE 810-SAGS _ INLET BARRIER END TO END NOT TO SCALE —� 1 1 / BLOCK and GRAVEL D ; INLET BARRIER NOT TO SCALE lit- , ALMA ENUMEF_RINU INC. ___. _._ ._ ._ ,'u<w;v, tK•y.,VrtwT 'tevx t•. , �.�t i1v, I tlug n-T-'M*MSO 210 aQW1-2JAX,PPIMANP 00 Y'": -- d I CATCH BASIN ,AREA DRAIN TIGARD TRIANGLE L.EC* u n l n -- -- I REMBOLD COMPANIES SEDIMENT FENCE PLAN VIEW Q INLET BARRIER �r STRAW, OR BIOFILTER BAGS \ - � PLAN PORTLAND, OREGON PRv'FcT NO DATE • ''N. • k• SECTION A — A O --- RE vrOf DA'F Of9cmerioN � '�. yN ALT RNATE #1 -- NOTE: SECTION A—A :TAK N', OF BAGS MAY BE REOuIPFD WITH EITHER METHOD. USING (2) ITCH INLET 1"x 2" WOOD STAKES OR APPROVED EQUAL PER BAG. \�\ !Now t rwi.v ••. OVERLAND FLOW BIOFILTER BAG TEMPORARY BIOFILTER BAGS EROSION C O N T R O PLAN , NOTES AN NOT TO SCALE NOT TO SCALE DETAILS • REF: TECHNICAL GUHANDBOOK,ANDBOOK, DETAIL 3-3F I`` ` ` )ANCE HANDBOOK, DETAIL 3--7D (� FEBRUARY 1994 FEBRUARY 1994 K, ,��► C 3 0 0 ,IAE'f T NO . 7301 SW Dartmouth Sti SIT 2000-00008,BUP2000 0011$ M 29 of 44 LEGIBILITY STRIP 0 2 3 4 5 6 - B 9 10 I 12 13 14 16 17 is 19 20 21 22 23 24 25 JZmI 1 1�•W, �1�111a1�1�I aI.1�1a111�J'' 1 l1il11L1W�1t1�!I I��J1 11Ja 1 J 11J.IJ 11iI.L11I11.L111�'�,>I.LI. 1.111 I I I I I�J i1�11.IJ iJ l ll.L1i11 U 1� W26.�Lll27lit 2e �Of .I HJI31w' 10ZZ illlI1J )�f1O1111 � ( w<.r•r+er1»w.wr�N.w`M4 'Irrsw+wyD.wr-.,•.+•f,�+•q. ••,..,..n.+n+•.<w..-•,M.,..•w.n.N.o.w.o+«..�.a++,..,newwv....•rnyw....m+...,...w..•.+••.•,•+n...n.wr...•.•awn•aw.+.o+-n....•...'Nnt�¢M�Twnr".:*nS�MQllrer.•..eer Ms•.nM.rove+Y.•nrw+.r.v..+,�+,s«r..-.-....�w�.+rn.»n.•�•.,.+..•+.o+..a..r..�.»q—nw1�...+��r�l.�a.++w...a.+w••+-•wn•.:.•M�.•n•MTs!e•...w.a..++.w,...n.w.r+w..rr <w..,••..rw+w+..+h«VCM.r..e,,.•,».... n....,•w•.r,....er.wwrerw«. �..w,»w».•.••. »„-,...... wyM!'M"NN'A""gR'A+`M'*r '.7^"'r""wfM, r,..reww..Mwr«•.awv�^a!�.wn�s••w•+......s,_.,..-..... ,..... _. f --... __..__. .-,..__........_...,.........++new•”. .....�. N 1 i � r 1 \ I • 1 01'. 11'{ !1(' .'('•1'.f: i �.,, i t I I 1111111M.— Jim w0wo. wN.- 1 \AL, STORM WATER TO BE R-UTEO TO EXISTING CONK r0 <I T DETENT-ON AND TREATMENT PONDS At NORTH ° J FRRD OF EXISTING 0FVF:OPME%1 \ STCRM 'uANHCiE�-- \ ; ;E +95 0: 1 FIELD VERFr PIV , N r7SIL. � �ONGuIr WicH� / Sr c�OWLq TO TAMPER ',.1 'ChES _ _-----._ - ire u r 4 I E E ins,-II 'r VA,-ii" ' P1 '✓ i VE TAP Ex S, CF'RE LrNE O��D+03 BS E +9980 ('ONNECr TJ EX Sr •' / ?OJ!!0 ''SIA.: E r FIELD VERIFY IE TRACiCR rL� PROTECT EXIST w ' / F :0200 F►+E NE A_F•5_�A t ti CONNECT r0 EXIST f F NE SPRIN�LFq F 6 DIP S'A" B 0 61- F;pRVA f STORM C00 r P,-)CG p,SEQ +S 5:0 0?0 F. E �� ti' .IAMAGE GuRING CJNS RuCT10N � I F'k rr, � I BACK�IOW VALVES L� F ELD vfgrF v \ ,r �- - - - - - - �=- '�C Lif 1915 ..f 1plb- --,_EXPOSE t,,.S r".; NDFRDRAIN PRIORI:ONNFC r !o E y S+ CONN TO IF, S' TO INSTAL.-P4 ".FW PVC I FIE:C' VERIFY I k CONNECT t0 EXIST I FIEL D VERY'r IF I F ' ?�. . ' I E•20+L f L� � -- / PERFORA rE p C 0 50+3 � 0 0 Ot � � PIE,D / UNDER&All DT.A,N ' CONN ! H ,! SEF DE'Ai. Sf+E.P r F ?0+05 �• P �• - ._ - - —I�"t�p 6t 1 HERE FGuNOA T'ON --.._,-.. •� --r-• „ • _ F fL0 VERIFY DRAIN ITYP, Of •f \` ROOF DRA SS Srue CO.NNEC r TO � •'rSLOG SEWER CONN TO atJG180 LF V PVC ---- I � % VV i WATER - % O S f 0026 �- 1" PERF FOUNDA rION DRAIN Irrr+l Yr o UC 0 S01 n li I I o o pip J066 / 1 POOP DRAIN ( r` rE ?OA 30 xI r LOG 207 6 � 1 d CONTRACTOR TO FI OS'RuCrrON FIELD VE a,cr - I y a I DEPTH AND LOCATION OP 7" -n- II I FeIgtING UTILITIES PRIOR t0 C 0 SSt ' I CONSTRUCTION ;X iu I r 3666? _ I Exl ?' B.DG I IE ?0330 ! i �• o c, rV�-EW-LW, 0 F,RE SPRINKLER . I .' M'. S,0 L* u9 LF 6 PVC IL "� „ I C,�NNFC ' ss • on11 _ I -\ 76 LF PVC L DRA ' PIPE A' I o S - 0010 --r=-- 1 - --� ��_ _.�. _i _ r.. ., f 9AC,' OF I l _ RE TA N NG WALL r C 0 DI \ C O 503 I rj - IE f CONN 10 F__ �• OSINKw +� I r 0.00 -SIM f ?10 S 3-06 0 ( I I 6- h IE . 2033 103 LF 0" PVC ff r 206 30 IE f 201 0 + CONNFi:r 1" PVC 1± I S s 001 I i ROOF DRA1N PIPE TO STAIR WAI I u�.. - - - - z I f' ! Col"N DRAIN I C 0 SD9 \ 1 j DRAIN --- I I I I I r 1 I ('�" v • M1 f 'F 'E 201 51 :. 1 /` 1 +'rC I I 1 I + '• ?0't3 - -- -- - --- j- I ( 1 1 :u3 C9 I I I I CONN. TO 1 55 I K 1 PVC ,, - - - - - - - 'I i I I c I IE - 20631 I 1 1"- `i' ?�• —7 ' 1 J LF d' PVL -�1 I I" OOTrNG DRAIN " MI TRANSFORMER -- j' __ __ _ .._ __ ... - -- _ -�!` _ - - - - - - - ._ JJ I i ' PAD 16 X e;l I I 7 C O SDB I 60 LF 6 PVC I I I „� I C O SVICL � d stool I I / I I i I BI S 0 0+ I113RIM 209 01 1 PERFORATED _ ! q,�- I lF 6" PVC CONNFC t END OF F" I k - - SFE DETAIL SHEET - I i 00 LF 6" PVC ' IE 703 71 ' I I I 4 S 0 Ot I i rE 03 5/ I Er10 EXIST U I UNDERSLAB DRAIN ` �' v r I { I I I I.ny,C 1.. CONDUIT UNDERDRAIN t0 NEA •JTZ - - - ,. ..... ._ - - '-O S e 0.021 I � I /�- I PVC STORM PIPE AS PEI; v o I PLUG AND SEAL END OF O SSI I NK r 1 LL oI I _ - I 1 l CONN rU ROOF EXIS r UNDERDRAIN A t RIM : 709 t I '_�>ti 1 I 1 M*•�� I I I A►1 P11A EOVpITfEfRINC) IN(' I DR I CONN Tp ROOF I _I If 703 60 - .- - - - - __ - _ - I I I 1, ,ievr;al,. it,rtnrrtft +t1n1,1:. r,arlrm: f11'"t 10,1 OK Mal.Tal!nJ t!1 A'41 POINT OF ADEUUA tE COVER , I \ ,i. n r •y-t ;w www�t Dalt PmM rrbvn ria It I I DRAIN I 1 - I l\ gram- - - '�. - - - - - - - - - - I `� - } !,__.._CONNFCt t0 / I I WATER F NEW UNDERDRAOI REOYi, I I _ �� BLDG SEWER t CO SD6 - - - - - - i - - JL_- - - -i _ -- - - I - -- - - - ___ - _��-: -- �se+f' r - - - - l � I ...-, .. .SrALI NEW 1 SOLIDS PIPE I * - - -. _ _ - - - - - - - - - - - -- - - - - � CONNECT O 8 IE 2019: 1 �_ - - - - - - -- _ - _ --_- --- - J— - - - - - - - - - - - -- - - - -- CONN TO - I CONNECT t0 POOP DRAIN / ONNEC FOOTING RAIN ---- - - _. i \ ROOF DRAIN lExl PGE PIPE THROUGH WALL VAUL r Rao e / TIGARD r w r- !� l PEP N GEr FABRIC WRAP AND END PL�'G �S!ALL f. � ` RI / ,+ 0 FD DRAIN , IE t \ I t rP THIS BLDG) SEE DE TAIL, SHEET TRIANGLE \\",-INSTALL I- BACKPLOW T I \ REMBOLD COMPANIES II a �INSIALL t" WATER / / ,� � I SERVICE - -------�. + _ - - - EXISTING UNDERDRAIN PIPE CONTRACTOR TO VERIFY DEPTH AND THEN PROTECT FROM ' �O L INSTALL t•t/7' WATER c DAMAGE DURING CONSTRUCTION IN CAP METER 8 SERVICE PORTLAND. OREGON n� At POINTS OF TERMINATION AND INSTALL NEW PIPE UNDERDRAIN PER DETAIL 1 PERFORATED PIPE WITH O c DRAIN ROCK SEE ARCH z ' r AND STRUCT SEGTIONS .aOJECT NO a" j •>i m CA rf b r 0 � filE NO d� rn I 1 REVr1pw! • IDA TE IDfecalnt Dw , CONN. TO EXIST 12' WATER f"fElrT TITLE UTILITY PLAN NO , C 4 0 0 a 7301 SW Dartmouth Str. ' 4 SIT 2000.00008,SUP2000.00104 30 of 44 r LEGIBILITY STRIP O 2 3 a g 6 7 6 9 10 1 12 13 I'4 to 17 IB 19 20 21 22 23 24 25 26 227 26 29 30 o m C, 11t' CDe Z1 I I OI q .q' V H;Ino IOL FF �111�1L11!�1�11.�L�1 �1�11J�1�1t1aJ�l�I1111� �IJal1W1111�1��1111111� ilIJlJ1111�11W.1.IJl.llltla11111►W1U111�1L�1t�l�lll�.Ill,I.I�.II.Ia.Illaa�l.a illLlfll�l�Ll>l��W.�a1��J�WaII JaILil.1�1.>_ldJ oz 1 . Wf!Ir7Nr•YJ'•••MN.0 .. N*M+•±va.r..Mw!MeM+�.�I+nMwfrww!�r•+�.+.r.waM•vu•n...wwnwwnwnx»wr..w.emrm.wr.ww..wM1...-......... . .. •,"�'!.•+,.ws/uw.wn,rrwww••. r•M Y"pM.eie�,�yeq+'MMRiMM•MMM4M�,M.M'f11+"MnMrtM••.,wyYeehM>'!5`IAM.+TMw.•wi.....wVypwT'r'�+w�.p.�4Tw+r,wn � .,n..r�gAy.M1.yMMw.r.v_,.,•pyy.1M++fl..+t•rwle+°.1+•q•CM•r.w..,....r«._..nh.nµ.M+yi�, ..r......,..•.....,.."l�M°1.Vav e.Mew•�. M1Iu•.ix,.....•e.r.rWFrf ._,... _...._.. ...., -.,-- -^.... ,r.. -.. " - ... -- -- — -- -- -- — \ I !2 VAz. SLOPE N 1:12 I)Ak SLOP'"" 6' -----�- — ti' -- ------ 6' — + PLAN_ TOP OF ASPnAL' r----CONC FL,aH TO ASPHALT I ► � RACv. LES. , .. —I 0. ` ' --RACK :Eh�,?H F,, (MINIMUM 6') #At S'Dr4ALK RAMP SLOPES MAY BE REDUCED TO 1:8 WHEN :CDWYING EXISTING FACILITIES BICYCLE RACK UL�IC=!`� 1 � — -- _– —_ SIDEWALK RAMP DETAILS ARE BASED ON ORS 447 310. CONCRETE GUTI'ER DETAIL J WttERF. T-!E PLANTING STR P 'S LESS THAN 6 FEET WIDE, THE S,DEWALK SHALL BE LOt4ERED AS ---- - -- -- RFQj,RED TO MAINTAIN A MAXIMUM SLOPE OF 1 20 NOT TO SCALE ABBREVIATIONS Y EXTRUDED CONCRETE CURB unifie I UfAW sewerage MONOLITHIC I C CONCRETE CURB _ .., � _ - 1� _ •_ -- _ , agency & SIDEWALK �,��Y._��R• MIN ._ -.r—_. --- - ------_...__•._..--- -- •.\ - - �� \ \/ \.-1� �/� �/"� ``�\ _ _ _ _. ._. - _ —.__. -_ 4• SIDEWALK ADJACENT TD CURB t � TYPICAL ASPHALT it'' M• 3' MIN a - PAVING SECTION IF — - — -- -- ALPHA UNOINEERINa INC-. c N = l i.Awm„-I't,-LIOPYLMt +tmu t• 3um,ms• j , ---- ' "lCt AOJ 467 AN". PAX". I 4W 11041= 9 PLAZA tlt?-Xt'117 tNWOO IIV OAA PORTIAND 0 Y; CI SIDEWALK - �� 1 '' ..--___ ___ ___ ,•-,Ip//�J , .. . j tLANDING UNDERSLAB DRAIN DETAIL, � RAMP - RAMP ANi FAA c r r.r - , _L �. ',c .., i QW PI tt; k .AL.! PLfIC- 4. MAX " ' f 1 I ► FPE MAX PE FOR H CFOR H C. arrn,fir ACCESS ACCESS a" WIDE -r I G A R D � P�� I =+ ag =t a8 SIDE STRIP ALKVPLANTER �• y;N AT CURB - — �' E 60• TRIANGLE , TALL STRIPE 2MIN• REMA(--)LD COMPANIES '•rocfir.,. )• MIN I ' 0 z PORTLAND, OREGON I.. MIN � E: VAT�N `O I --- WHITE PAINTED PROJErr No ".� Al ISA" :i J' "' " ' INTERNATIONAL� I I HANDICAP VAN ACCESS AISLESYMBOL OF ACCESS F&P NO �a:3 1 1 '� 'JNMi•ItA �L.... NafNS L 'ArPING C! I I _ '_g _ __ _-__ �_ IN ALAPDAN6E 'IN'.INO TION SPE,IrILAt:JS, •'I DATE ' I I 8-6'_— _-D� a-l)• I 9-o I ME VISIONS DATE oEECRr11oN. a PROVIr'F A I :k;xo G "IXi,A4LLPENj or ritf c:, i :LCILE i' - IL " •:�:: FABRIC� I+---MIN __� �-- STANDARD VAN ACCESSIBLE 6' AT HANDICAP HANDICAP PARKING STALL HANDICAP NON-VAN ACCESS AISLE ACCESSIBLE `TueleUnlAlle �Alrrpidrict '- 1 a I PARKING STALL PARKING STALL I_ n: FIRE HYDRANT I r 1-1/2' L 2' METER ^I " E TutdetiuV�lletlleterlhelru't l STANDARD INSTALLATION 101 I INSTALLATION 702 uNIMLIM b SPAN �,P 5Nuo1D BE SPACED A wtAxluuM +s rFEt rN � MINIMUM 1�SUPE PARKING STALL PAINTE= D MARKINGS SMERT TITLE CONSTRUCTION �.[UM�rM.11F NlINt•� h' OR.4N:.MC -JU ry'; „_l4V.rR JA`,Co. DETAILS �•v �, SMEE r No C 5 O 0 ' 7701 SW Dartmouth St! SIT 2000-0000k BUP2000 00104 31 of 44 LEGIBILITY STRIP 2 _ n 5 6 -7 E 9 0 1 12 13 -: 16 1 e 19 a c1 22 23 24 25 26 27 2e 29 30 CD OI 4 NDNI • t08 11 x:111 rl�ll,�l ►�tlA��a 11111111J�111��1 IIJJ I1Wa!L1111.11111.1 l i I i�ll�l�U�i.11J ill la 1�iJa 1111 1�1�1�1I�l�la1�11�1 t�l�U laJll�l i I I.I i��J l,WLl�ll.ltlilil��l.�lll.11liLtl oZ 1 STRUCTURAL NOTES Created Januory, 1999 Ed ted March, 2000 QLt510N 1 - GENERAL UIVISI 5_ ME f;,L A GENERAL A GENERAL 1 These notes set minimum standards for construction. The Drowings govern 1. Ail structural rnembers to be detailed, fabr,catea and erected in uecordance a.er the general rates to the extent shown. with AISC Standards, latest edition Submit shop drawings of columns and CODE REQUIRED SPECIAL INSPECTION AND MATERIAL.Ji TESTING PROCRAM S OINSPECT DWG OEFERRFD STRUCTURAL AMITTAL (ADDER DUMK 1 Contractor shall verify all dimensions and conditions on Drowrics and In miscellaneous steel. field. Coordinate ocetions of openings through floors, roofs and well's All bidder design structufol systems to include Mons and calculations FOUNDATIONS AND CQ►YFFN7s DURATION NSKC71ON AGIENCY Open - Web Steel Joists and Girders „ with architecturcl, mecha,ncal and eiectr cal druwings. Notify VLMK stomped by an engineer registered in the governing )urisdict'Gr. -- Cons,dt;ng Engineers (AMK) Of any dscreponc,es or if actual conditions 1 Unless otherwise noted, Contractor will be requred to provide a sepurute Grading and Subgrade Compaction Ref Project Sperifications P Gootoehntcal Wood Chord Plywood Web Joists differ from those sh(wr o+ noted permit for bidder design structural systems 3. Contractor shell provide ail necessary temporary support prior to B MATERIALS Footing Excavation and Compaction P Gelotechnieol Completion of vertical one lateral load systems vLMK has riot been I Ail steel W sections to be ASTM A992 typical unless otherwise noted -- -- --- - -- --- ------- ___ retained to provide any services related to jab site safety precau' _)ns, or 2 All steel plate, angles, channels, etc to be ASTM A36 typical unless Footing Form work and Reinforcement P Testing Lob/Enginew bi 0 TIE` tc review the means, methods, techniques, sequences, or p,oceai,res for the otherwise noted. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE 41BMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, contractor to perform work Unless we are specifically retained and J Pipe Pipe ASTM A-5.3 (F y=35 Its.), type E or S. or ASTM A501 (Fy36 ks) Ot Ti: AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, THE ENGINEER MILL RETURN 1 compensated to do other*Ise, our work is limited to the design of work 4 Structural tubing to be ASTM A-500 Grade B Fy.-46 ksi -- --- ----- - -- --- -- -- ----� ----- THE SUBMITTAL TO THE CONTRACTOR THE CONTRACTOR SHALL THEN FORWARD THE SUBMITTAL TO THE BUILDING L1EPARTMENT. described on ou, Drawings for this Project 5 Unless otherwise noted, bolts to be A325N for steel to stool connections Placement of Reinforcing Stell for Slab-an-Grade P Testing Lob/Engineer THE DEFERRED SUBMITTAL ITEMS SHA_L NGT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED 4 Where reference is made to ASTM, A-SC, ACI or other standards the latest and A301 for onchor bolts and connections with wood Provide standard --- - - - - - --- ----- BY THE BUILDING OFFICIAL ; Issue shall apply plot@ WGSPWS under all bat heads are nuts In contocl with wood Placement of Rpirrorcing Stell for Reinforced Wall Panels P� Testing Lab/Engin Nr J Inspect on and, or lb supervision is fill provided by VI MK 6 All drilled expansion anchors nslalled in centrale to be one of the - -- ---- - - ------ 6 Ali work shell bt n strict compliance with the 1997 Uniform Building Code following: Red Head Ifibolt Wedge Anchor by ITW/Ramset (I C B 0 #1,172); Placing of Concrete for Reinforced Slob-on-Grade See Req't_Note 1, Item A- CTesting Lob (UBC) as amended b, the Stale of Oregon (1998 Structural Specialty Code) or Kwik-Bolt it by Hilti, Inc. (I.C.B.O. /4627) Ofhor drilled expansion ! and al' other state and local Guildlnq requirements that apply anchors are acceptable only with prior written upprevdl of Engneer Placing Of Concrete for Reinforced WOO Panels See Req't. Note 1, Item A C Testing lab Design criteria Instal of anchors per manufacturer's instructions Provide minimum -- --- -- - - -- - i C. Basic roof live load 25 PSF embedment and spacing unless noted otherwise on Drawings. Special Prior to and During Concrete Placement for L'. Wind 80 MPH Exposure B inspection of expansion anchor installation is requ,red unless specifically Cost Anchor Bolls and Embedment Plot** C Testing Lob C Seismic lore 3 rated otherwise on Drawings --- 9 Mechanical equipment, mecnonlccl ora sp+'n..Ier pip ng urger than 2 ,rches All drilled epoxy anchors installed in concrete to be one of the followingDrilled-In Adhesive Anchors, Rods and Dowels Shall ( n diameter or on other terns roduc,n a nun ei or Support load of over L con Ceramic 6 Epoxy Anchor b ITW PM ICBG EvdluOt an Report C Tes1in Lob 1 Y P g 9 PD P P Y Y /Ram set (LCB 0 #42BSj, El-Epoxy Tie be continuously Inspected during installation 9 �.' 50 pounds shot be hunq Dy a system uppro,ed by v MK Any nonger or Adhes ve oy Simpson Strong Tie (I C B 0. #4945), or "Hdti HY-150 Adhes ve -- '--'-" -' - - -- - -- supper; producing o load over 200 pounds shall have addit onal fram ng Anchor" by Hilt, Inc (I.C.B.O. # ER-5193) Otner arihad epoxy anchors Drilled-in Expansion/Wedge Anchors in Concrete per ICBO Evoluot-on Report C Tooting Lab 1installed to transfer ;hese locos to the main stru Aurol Deems or wo i are acceptable only „ill, prior written approval on Engineer. Install all ( U ON Noted on Drawings ) urdess otherwise approved anchors per monufoctu,sr s Instructions provide minimum embedment and STRUCTURAL MELDfNO AND H1�4-STRENGTH BaTFtQ 9 These Drawings ha.e neon prepared solely for use in the construction of the spacer q .mess noted otnrwist eon Drawings Special inspection is required ( Remnod Tigard Triangle o' c' located in f ard, Oregon Possess:o, of of all :lied epoxy nor installations , �`-- --- - --`-`-- 9 9 P' >e 9 9 pox enc. S,rgle F ase Filler Weias 5/16" and smaller P Testis Lob those Growing@ noes not grant 0 licence to construct or tabrlcOte the 8 All driller �xponsion anchors Installed in Concrete masonry to be Mwik Bolt � wno e, or parts of th;s project in other local one. II by HiRi, Inc (I C.B.O, #4620. Cost anchor bolls or other drilled Fillet webs urger than 5/16" 10 Provide Shop drawings for all structural products delivered to the project expansion anchors may be substituted ono, with prior written approval of C Testing Lab Sha drawings of bidder designed items are to be prepared D and bear the En neer Expansion brAts installed in mono to De installed in full - ---y--_,--__ --- - -- ----- -- --'--- -- �'-`- - --- --` -" `g D 9 9 P P Yr 9 D f Y Welding of Rtinfacin Steel per U.B.C. 1701.5.5.3 j stomp of an Oregon I,censed engineer (product ergrnser). Such drawings grafted cells, n on area wh,cn leaver a minimum t ince dist dice to any 9 9 _ _ _- C Testing Lob shall certify that the drawings have not deviated from the VLMK design Ih edge of the rosonry, unit one a minimum ciao-once of ' -1/2 -niches to the A Welding 7tM Reinforcing Steel for Embed Plates - dry III or she' tali to the attenllon of AMK that line product engineer ce^ter of the cross web Install all anchors per manufacturer's WelWelBar ing A than /5 C Testing Lab nos deviatea from the VLMK design drawings Such deviation may be cause inst,uctlons Provide min,m,m embecirri and spa^ing expans on anchor - ! for rejecting the shop drawings Eng neer w ma•k up a maximum of three instullat;on is equ:fed ,nless specifically noted othe-wise on Drawings welding A706 Reinforcing Steel for Embed Plates sets of shop draw;ngs. If more than three sets are required, submit one 9 All drilled Spot, archers Installed in concrete masonry to be "Hilt; HY-150P Testis Lob r flat and Srn011@I. - 9 set Of reproduGbef (eepi0s). fax subm,tta5 will not DO OCCoptttl without AdheBlve Anchor" Dy Holli, Inc. (LC B.O. ER-05193) Other drilled epoxy prior approval. All s"bm;ttals shall oe reviewoa and stomped by contractor anchors ore acceptable only with prior written apprcval of Emigres, High Strength A325N and A490N colt inst011011on verify all Balis Ir-stalled to pf,Or to submitta to Engineer. Install of anchors per monufacturs0s inst•uctions Provide ernbodmont and P Trilling Lab fii Q'_l2--51T�_fl spdcirq notes on Drawings. Special inspection s regui .Srerl of 011 drilled hug Tight" Cordltion A GFNCRAL epovy nrchor ristallat;0ns. STRUCTURAL MASONRY: 1 Remove oil argent material and topsoil from areae under the building or 10 l,ginf gouge steel 16 gauge and heavier shall be formed ffofr stool of ASTM ___ ,__ _____ _ _ __4__ __ _ _ .__•_ __-_--.- ___ under paved afoul A653 Grodu D with Fy 50 ksl. Light gouge steel 18 gouge and lighter shall Ptlsm Preparation and Test Specimens 2 Fit material to consist of a granular materia or condit'oned site Le forme@ from ASTM A653 Grade A with Fy33 69, Detail and fabricate Placement of Masonry Units C Testing Lob 1 material Place fill in 1ifls not to exceed B inches Ono compact to 95% light yav,ge s'eol par AISI Stondards 11i stonda•d ASTM D-1557 under footings, under paved areas and under floor Placement of Reinforcing SteW C Testing Lab slabs C AEt.OING -- - - -• - • --- -- ------- -- 3 Bcse material immediatelyunder slob to be 6 inches oyer of compacted 1. All welds to be muds b cathed welters to AWS stsndoras with E 70xx - -_ - - - -- ,e P r Grouting Procus and Grout Space Dna to/Oro during f crushed rock with less then 5'R passing the number 2UO sieve. electrodes Contractor shat Grouting OpNations f P 9 Day special atttnton to the cancans and C looting Lob t 4 See SDeC:fiedtane for ddd,tional informationmetrods of construction they OM-0ipute employing on the Protect 5ome 5 Design soil pressrre 2,000 poll LL plus DL Def Gootechr;col Ienvestigot,Or weds shy*n as srop welds may need to he Cold welds to aid elertan Installation and Grout Placement for Cost Prepared b, ACPA Eortn and Ervirorrnentol, Inc, doted, 1999 U S"FE, OiST Anchor Bolts and Embedment Plates Test-mg Lob 6 Ali footings to bear on firm, urdaturbed soil or approvea compacted fill Slee joists she be designed, fobr;caled and elected per SJi Standard m nimum 18 inches below final grade Notify VLMK before proceeding if any Specification. Drilied-in Adhesive Anchors, Rods and Dowels Shall - unusual cord,t on@ are encountered In fit's footing excavotlons. 2 Comber at; jo.sls with standard cambers in occardarce w tin the cocAbe continuously Inspected doling in slollat on per ICAO Evoluat on Report C Testing Lob Dc not exccvote closer than 2.1 slope below footing excavations standard specification unless noted otherwise on Drawrn`! A Clean on footingexcavations of loose material b hand. 3 Provide bridging in accordance w to the above s ecifcat..ns. Do rot use Drilled-in Ex onswn/Wedge y per ICBG Evaluation Report C Testing Lab Y 9 9 D p Anchors in Masonry y 9. Excavations may be mode under continuous footings for pipes. Bockfin to slotted holes n bolted connections unless approved Dy Engineer. be approved by Geolochnical Engineer 4 Provide shop drawings and calculations that indicate joist sizes, lona ng, APPROVED FABRMCATORsf Q'VISION .,j_- ,C{CREjE AND RLINFORQNG member Size►, poral point locations, :ambers, bridgng cc qry other A CONCRETE Mfk,/YATERLAL nfo,matlon that may be pe,t;nent to the job. Shop drawings she, tie Certificate Of Compliance must be Submitted to the Strengt^ Average 28 day concrete strength detelmined by job cast lob stomped by On engineer registered in the State of OrogOr Architect or Engineer of Record, for all Off site Fabrication P Testing cob 111 cured :yincer to be es indicated Delo* plus increase aspen0ing on tine 5 Provide ;nspeetlor report prepared by the product engineer cert fyerg that su:h as Structural Steel, Open Web Steel Joists and Girders plant's standard deviation as specified Ir ACI 318 Provide mix designs to fine joists have been fdbnCatod Occofaing to the design astu'npt ors Ord Glu-loins, and Pro-cost Concrete. Etceteras r Engineer for all concrete to De used. Clearly label all mi■ designs for requirements. Report is to accompany the joists on del very to t«t proposed area of use. project r; 2. M,mmum mix requirements- 6 Joist erector shot, exorc Se extreme core during srect;on of joists ;o Prevent the joists from buckling laterally, Use spreader bars far lifting LOCATION MIN. COMP SLUMP MIN. CEM. ADMIiITURES joists Ord proode lateral bracing as necessary Remove on, damaged joist. OTHER INSPECTION REQUIREMENTS STRENGTH (d) CONTENT from the IAD site Do not attempt to reinforce damaged joists ' PSI INCHES POUNDS E LIGHT METAL BEARING STUD WALLS VERTICAL AND HORIZONTAL SHEAR DIAPHRAGMS: Stu stud framing shall be installed os per ASTM C.'54 _ Factings 2,500 0-5 470 None 2 Yale' stud wall tracks are to be attached to concrete floors w tin fn'"tmurrt Placement of Sheathing and Nall Spacing for + 0.145 ;nch Did, x 1 inch penetration powder-driven fasteners spaced of 24 Vertical wood and Metol Stud Shear Walls P Testing Lab/Engineer, interior Stab a;, 3,500 2-4 517 (b), (d) inches or center Grade 3. Metal studs are to be 'S gauge "CC" sect one with minimum sectior Plncemtnl of Roof Sheathing and Nail Spacing P Testing _-ib/Enguver properties as follows, Ix - 2.026 ;nches "4 ■ Ss ■ 0.665 ;renes "3 Studs Extv,or Slab on 3,000 2.4 517 (b), (c), to bear on twit width of top and bottom frock. STRUCTURAL OBSMATM Grade (d) 4 Stud spacing to be 16 inches on enter or as indicated on DroWngs. 5 Woo coverirgs to be attached per UBC Tat'Ie 25-G or Table 25-H, FOOTING REINFORCEMENT _ _ P En Inver Walls k Columns 3,500 2-4 517 (b) 6 #8 Gouge screws to be used to connect metal framing oncep' as "oleo on If- Drawings f«Drawings SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION _ _P vEngin••r Miscellaneous 3,000 0-5 470 (b) Q1vSlQN 6 Galvanized WOOD to be GOO min'mum AT COMPLETION OF ROOF DIAPHRAGM NAILING (INCLUDING _ - -- - p-- En ineer A ROUGH CARPEN'RY WALL ANCHORAGE CONNECTIONS) 9 a Slump exceeding spocifrad limits shall not be Incorporated ir, the 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 P D NRA - water reducing agent Drawings. (per Uniform Building Code) Engineer L, AE - air entroinmont d UP to 1 1/2 percent Calcium Chloride allowed during cold weather. a Joists, booms and stringers Douglas fir #2 • Pozzotec 20 required for concrete placed below 40 degrees forhonheit. 6 inch nominal and Douglas fir #1 3 Use Type I Cement, per ASTM C-150 unless otherwise approved. greater 4. Aggregate ASTM C33 size to be 1 1/2 inch minus for slabs on grade. Ali other concrete may use 3/4 inch maximum size aggregate. Do not use D Bucks, B ockirq, Br:dgirg Doug. Of Hem fir #3 3/4 Inch minus aggr to in siobe on rode. and Misc. SPECIAL IN P� T10H PROGRAM NOTES: 5 Water Reducing Agent[WRA) grade. shall be Po-yosed R-1 or Durocem 55 of 6 az Per 100 powrids cement. Comply with ASTM C-494, Stripping Doug. Fir #3 1 DURATION REFERS T1MF AND TREWf.N:Y OF INSPECTION FOR THE 1'oR11CN45 Ijl WORK 'NUII-ATEL ABi,vE 6 Air entrainment (AE) shall comply with ASTM C-260 ard shall be used only C - CONTINUOUS INSPECTION IN 01!C,1 THE SPECIAL INSPECTOR IS ill ;ITE AT ALL TIMI. 06,E RVING THF where specified and/or approved by Engineer, a 2 x 4 studs Doug. Fir studs WORK REQUIRING SPECIAL INSPECTION 7. Accelerators: Pozzotec 20 non-chloride for components exposed to weathe• P - PERIODIC INSPECTION IN WHICH Ii SPECIAL INSPECTOR 7, ON SIT[ AT T1MF NTERVALS NE.ESSARY in the completed structure (wells, exterior paving, etc calcium chloride e 2 x 5 Studs Douglas fir #2 )� TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION I', IN CONFORMANCE WITH APPROVED PERMIT in the interior slabs an grade. Quantity (dosage) to be determined byDRAWINGS AND SPECIFICATIONS Contractor and approval obtained from f nginser before use of occalwators. L Sille, 'Ledgers, Plates, Pressure Treated Hem fir #2 B Place and cure all co"erete per ACI codes and standards Stripping, etc in contact 2 THE INSPECTION AGENCIES ARE AS FOLLOWS 9 Provide control pints to all ;interior slobs on grade at 25'-0" on center with concrete and wood ENGINEER VLMK ENGINEERS g each way maximum unless otherwise shown o" plans. Provide heavy (3/4 inch) curbs GEOTECHNICAL ENGINEER AGRA EARTH ENVIRUNMENLAL_ ` tooled jaintl at 5'-O" on center in oil exterior wclks unless otherwise TESTING LAB TO BE DETERMINED noted 9 Posts, columns (sawn) Douglas Fir 01 TESTING LAB SHALL PERFORM INSPECTIONS Of ALL PORTIONS OF WORK DESIGNATED IN THE ABOVE PROGRAM -�v- 10 Sleeves, pipes or conduits of aluminum shall not be embedded in structural THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMP(OYED BY P E R M I T SET Concrete unless effoctively codtetl. h. Roof, floor Ord wolf sheathing to be APA rated sheathing, THE OWNER OR OWNEWS AGENT, NOT THE CONTRACTOR OR SUBCONTRACTOR, PER U B C SECTION 1015 3 5. B. REINFORCING Exposure 1, confermirig to APA Perfdrmarce ctondnrrl PS 1-83 THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE. DESCRIBED IN U B C SECTIONS 1701 1 AND 1701 5 1. All reinforcing to be ASTM 4515 Grade 50 unless otherwise noted. and except NER-108 See Draw-ngs for required th'cknesS cf MAMN 22, 2000 2. Use on y A706 weldable repair if rebof is to be welded. Use only tow sheathing and/or spar rating Install roof and floor THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TC THE hydrogen electrodes. All welding to be 11h compliance with AWS 01.4, sheathing with long d;menson perpendicular tc supports SAr1SFACiION OF THF BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TME OF CONSTRJCTION 3 Fabricate Ord install reinforcing steel according to the Manual of Standard unless otherwise noted Use spacer to provide 1/8 inch end OR OPERATION REQUIRING SPECIAL INSPECTION. Practice for Detailing aeinforced Concrete Structures-ACI Stonoard 3.5. and edge pints (1/4 rch for jumbo panels) whenever 4 Provide 2'-0" x 2'-0" corner Cars to match horiz9 ontal reinforcin In sheathing is exposed to wet weather, F;11 any joint spacing 3 PRIOR 70 THE BEGINNING OF CONSTRUCTION. THE AR._Hl1ECT ;C1R ENGINEER) SHA.I. CALL APRE-CONSTRUCTION poured-in-pace walls at all corners and intersections. over 3/5 Inch unless Otherwise Oporoved by Engineer, MEETING NATH ARCHITECT, ENGINEER. RUILGING OFFICIAL, .:ONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE �0 5 Splices in wan reinforcing shalt be lopped 40 diameters (2'-0" minimum) Install 2x4 or thicker blockingat unsupported joints in SPECIAL INSPECTION REQUIREMENTS THE STRUCTURAL (OSERVATkON REQUIREMENTS SHALL ALSO BE DISCUSSEDit-..►-- PP to and shell be staggered at 1e0ct 4 feet at alternate bars. - wall sheathing. Block roof or floor sheathing whore noted on DURING THIS MEETING - +►+�--��- Drawings 4, r0 i- r 6. All openings smaller than 30 inches x 30 inches hint disrupt reinforcing 9 DUTIES OF THE SPECIAL iN, ECTDR TO INCLUDE, BUT ARE NOT LIMITED TOshall have have an amount of reinforcing equal to the amount disrupted placed A) ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, - - both sides of opening. i Gypsum sheathing to be 1/2 inch thick asbhalted gypsum 7. Provide the following reinforcing around wall openings larger than 30 inch board. PROVIDED BY THE LOCAL JURISDICTION "� ►�-_ - c x 30 Inch. B) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WiTH THE APPROVED PERMIT DRAWINGS - o. �2� 05 over opening x opening width plus 2' 0" each side. j Glulam booms: fb = 7400 pea E - 1,800,000 pit per AITC 117 AND SPECIFICATIONS ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE b, 2 #5 undo, opening x opening width plus 2' 0" each side. Specification. CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED. TO THE ENGINEER AND TO THE BUILDING OFFICIAL. C 2 #5 each side of opening it full story height Simple spans combination 24F-V4 C) DIE SPECIAL INSPECTOR SHALL FURNISH INzPLCTION REPORTS FOR EACH INSPECTION TO THE BUILDING d. Provide 40 degree hook for bare at openings if required extension past Cantilever spans combination 24F--V8 OFr1CIAL, ARCHITECT, ENf'JNEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS enin cannot be obtained. . OP Submit shop drawings. ESTABLISHED AT THE PRE- CONSTRUCTION IAEETING. �� B. Provide GII #4 continuous Oars at top and bottom and at discontinuous ends D) THE SPECIAL INSPECTOR SHALL SUBMIT A F NAL REPORT STATING MME'HER THE WORK REQUIRING SPECIAL of all walls. 2. Provide fire blocking as required and blocking for all Specified well INSPECTION WAS INSPECTED, AND WHETHER ,11E WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT SB.KOLY AMU If PINU . Ot PM-4= 9 Provide dowels from footings to match oil vertical wall, pilaster and mounted items including cabinets, door stops, etc. DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE (0)W-4463/FAX ("WWI column reinforcing (Poured in place columns and walls). 3 Connectors: 10. Lap oil bore in intersecting footings 2'-0" or (40) diameter whichever is a Tie straps, framing anchors, hangers, stirrups, column cops, column 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED T0: ---- -- greater bases, etc, to be Simpson as detailed, or as approved, Prime coat A) NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPEC-ION AS LEAST 24 HOURS BErORE SUCH 11 All vertical wall reinforcing to be placed in center of wall unless shown rn;scelloreous steel Fur ,wdieCry nail accordirg to manufacturer's schedule INSPECTION. n otherwre on o Drawings using largest site shown. All beams and 'lists not Dearing ed onolfo B) ALL WORK REQUIRING SPECIAL INSPECTION: SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BE[N OBSERVED T I GAR IJ 1I Extend reinforcing to within 1 inch of wall and slab edges. member to connect s with U type hangar unless otherwise noted on Drawings AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL 9 DIVISION 4 - MASONRY b Nailing au nails specified In the Drawings to be common roils unless AI A. CONCRETE BLOCK otherwise rated All nailing shall comply switch UBC Table 23-1-0, C) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPFCIFICATIONS AT THE JOB SITE TRIANGLE1 Design Firm 1500 psi nailing schedule. Obtain Engineers approval of all proprietary nailing D) MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR 2. All CMU unite to be Grade N, Type 1, lightweight Unita per ASTM C90 dry to systems intermediate humidity condition per Table No. 1. C. Nails at roof and wall diaphragms to be driven sD that their head or REMBOLD PROPERTIES, LLC •`r 3. Mortar to be Type S using the Property method per ASTM 0270. Minimum crown is flush with the surface of the sheathing Check and resink if OTHER INSPEC11ON RFOUIREMENTSL strength of mortar to be 1500 pal. needed• immed ately before roofing 4. Compliance with Firm shall utilize either the Unit Strength Method or the 4. Delivery and storage 1 THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY masonry prism testing method frorr the latest edition of the Uniform 0. All lumber and sheathing delivered to the site, shall be piled off the U B C SECTIONS 1701 5.1 AND 1701 5 5: Building Code. grourd and properly protected against weather. A. CONCRETE INSPECTION AND TESTING REQUIREMENTS: 5. Grout to have a minimum 28 day strength of 1.25 limes the compressive 5. Notify Engineer for observation of roof sheathing nailing. Obtain strength of the concrete masonry units. NI grout mix designs to utilize a Engineer's approval prior to starting roof installation ftuidifier admixt.irs, Intrusion Aid by Specrete-IP or approved equal. 6. Cutting and notching of joists not allowed. 1 inch diameter hole may be 1) OBTAIN 4 TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED IN PORTION DAYS IF LESS THAN 100 CUBIC drilled In the center 1 3 of tint member depth. y YARDS ARE PLACED). BREAK 1 CYLINDER AT 7 DAYS AND 2 CYLINDERS AT 28 DA'iS (IF THE FIRST 28 DAY PORTLAND, OREGON Dosage to be per manufacturers recommendation. / p All other he es to be CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD 2 CYLINDERS FOR 56 DAY BREAK) HOLD 47H CYLINDER FOR S. Contractor to prepare and test (3) grouted masonry prisms and (3) ungrouted approved by Engineer. 56 DAY BREAK, BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH 2 CYLINDERS AT 28 DAYS. masonry prisms per owry 5000 square feet of wall, during construction in 1 Studs may be notched in the lower 1/5 of the height of the stud for accordance with UBC Standard 21-17, electric and plumbing pipes, but no part of the notch is to be deeper than 2) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TiCKETS SHOULD BE CHECKED IIIoJwcr No , 10001 7. Contractor to prepare and test three (3) grout prsms per every 5000 square 25 percent or the width of the stud. Holes of diameters up to 1/3 of width FOR ALL. TRUCKS ENTERING THE SITE feet of wall area during construction in accordance with UBC Standard 21- of stud may be drilled in the stud. ra.fr w 1993148--O.ttlsts 18. B. WOOD CHORD PLYWOOD WEB JOISTS B. DRILLED EXPANSION ANCHORS INSPECTION REQUIREMENTS ARE AS FOLLOWS ow re MAOWM 2JL SWO 1, All TJt's shall be manufactured and designed b us Joist MacMillan or a rtiFvrsmNS CIA Ire , ateaw�rrON B All work Shoo conform to Section 2102 through Section 211' of the latest 9 y TrJiM . edition of tins Uniform Building Code. prior approved 'gist manufacturer with ICBG approval to the following rood 1) VERIFY EXPANSION ANCHORS TO BE INSTALLED ARE PER THE DRAWINGS AND SPECIFICATIONS 9. Reinforcing for masonry to be ASTM A81S Grade 60 placed in comers of cells requirements; 2) JOIST SEATS - CONT'NUOUS INSPECTION OF INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE Os 10110we (unless otherwise noted in Drawings): 2 ROOF JOISTS: ON THE DRAWINGS. a. Vertical: (1) no. 5 at 48 Inches on center plus (2) no 5s full height a. 25 psf live load (snow plus drifting) each side of openings, unless otherwise noted on DrOwmgs. b. 10 psf decd load top chord 3) LEDGERS -- PERIODIC INSPECTION REQUIRED. VERIFY INSTALLATION PROCEDURES ARE FOLLOWED AT BEGINNING b. Horizontal: (2) no. 4'9 at 48 inches on center (or running bond, (2) C. 5 psf dead load bottom chord OF INSTALLATION. 'JPON COMPLETiON OF ALL DRILLED ANCHOR BOLTS, THE SPECIAL INSPECTOR SHALL TORQUE no. 4's at 24 inches D.C. for stock bond plus (2) no. 4's of top of wool d Allowable increase In wood member stresses due to duration of loading TEST 25X OF 801.T5'. and at each intermediate floor level. Locate first bond beam at ground 15 percent moximur. floor level. 3. All bridging, bearing hardware, blocking, hangars, etc., that connect to C. L[ntslr the joists shall be per True Joist MacMillan stondord details. STRUCTURAL OBSERVATION NOTES: pfd 1,LeN that 4 feet wide 2 no. 4's in bottom of 8 inch dee linte. 4 Joist erecta shall exercise extreme core during erection of Isis to tQ Q rltQf 2.4 feet to 6 feet wide 42� no. 4's in bottom of 16 inch deep P lintel. prevent the its from bucklinglateral) Use reader baro for liftingI. THE CONTRA( TOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IM d. Comers and intersections. 1 no. 5 comer bar x 24 inchesit24 inches p Pr g Y y. ADVANCE OF PEQUIRED OBSERVATION(S). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE G'Nt s►reer hill Itis and provide lateral biotin as necessary. d 41. ( ) OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE 64►'z ♦ STRUCTURAL _ at each bond boom. 5. Shop drawings and calculations shall be submitter' and Stamped by an THE INSPECTION PROCESS 8Y THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. o, Splices in vertical wall reinforcing and harizontol bond booms thou be engineer registered in the State of Oregon. SPECIFICATIONS lapped 52 dtornstm. 6. Joist manufacturer to Inspect Oil joists after they have been erected and 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL 10. Electrical bores, conduit and plumbing stroll not be (aced in an cell that floor and/or roof sheathing, bridging, blocking, etc., has been installed. Pf 9 P Y VN1H WET STAMP AND SIGNATURE ATTESTING ?0 THE VISUAL OBSERVATIONS MAGE. THE REPORT SHALL IDENTIFY contalnfr reinforcing. Manufacturer to submit certificate to A-MY. that the inspection was made ANY REPORTED DEFICIENCIES tsMCH HAVE NOT BEEN RESOLVED. �vv ?t.%41 A AND INSPECTION 11, See Drawings for additional reinforcing. and that the joists are in acceptable condition and meet the 1y *J manufacturer's design and Installation requirements Fs E. KN S - 0 . 0 12. All masonry to be special inspection. 04M1'No. 9XQ (o'30-01 320D 17/ 2/200 t338B 3/22/4000 11: 10 KIM KRS 1 7301 SW Dartmouth Str "---- SIT 2000-00008.BUP2000 001 32 01 44 Ali LEGIBILiTY STRiP 2 = 6 7 A 9 10 11 12 13 14 IF 17 in 19 20 21 22 23 24 25 26 27 2929 30 it 01 C?I '30 $1 1401141 to t1a 111��I.11�1�I1�J I�l i11J.(111�Ilal�l�111)1�!j I�I11111U11J11aJ111J ililllll t�W. ,111111Ja1a1t�t1111a1 LI�I,1 111�IJ�I�j 1114�1�J UJ w.li I.I.11111 jl �l�a111�tJa11 W1 LW11>11.I L111il11 )1aW1I.iI1.I�1t1L1 I0 _ 4 M.rrs'.+',••+.- -.. ..r.. ,.•nw..Mvw"y"M^,Y„'.W1•Mo,.nbenrwry w Mwew,,�,gY�+..w CD !r.IMMM"pN^""yphM111'.`e"+are�n.• 'Mr1,F•" ^I"`"Tr•YNmMR'M`�N•R4r'Rr MWNNx,1+MrewnA•++rr,.,.wr,N.,._.rt•rr.:^1„r,wn,rRmw•n.w.r,.,,"r..t wlwM!ri!T•N.MRaF1M"!`*b!"!„Is"rn^•FN.rMMw"w•'M'NM+•+wM.. r"rR."T^yr•via...' ^•vin^/.w,vnl+w«..,+n._.... :. ., ..eery,p+R,wMyr•,nw.r•+wMMwswn,.».+•.rns•„M1,�tYM!°M,�y.'�"r^ - .. M/wrpwM7RMW1 rrHa7�4ik+.1-Orr. 4A,Prlr,r. l r� 3/4' 1/16' MAX SLOPE T{ CMU WALL AND AND BUTTON REINFORCING ) 1 II NOTE IF WOOD FORM IS 13SEC FOR PER PLAN -TYPICAL BOND BEAM KEY, KEEP WOOD WET BEFORE REINFORCING cr CONCRETE POUR TO PREVENT SWEWNG CONCRETE SLAB 54'-0* - _ �-- - 1/8' RADIUS TOO.EC EDGE APER PLAN 2 _0" 48'-0" - b G '1 2'-0" v KEY I LOCATE KEY AT MID UONCRETE 51 AB SIDEWALK OR GRADE- N< DOWEL x 0 6" I 4'-6' 4'-0" _1[ -0" / 12 -_0" 12'-U" 4'-0" 4'-6" SEE ARCH A' 4B" O.0 -HOOK 1�- w u f' / SLAB DEPTH ON GRADE AILD 5 INCHES OF ?/4" � T A TYP AT LINTELS PARAPET OF ' ALL I ON PER COMPACTED CRUSHED OVER BOND BEAM ° • • • PLAN ROCK BASE _ REINFORCING 1 \10 B S' 0� - I v + VAPOR BARRIER " 4 B I I I PFR ARCH. SLOPE -j- S3 0 550 � 8 5 � I S3 7 • Z FILTER �� _ _ ss_ .rr• :ter_ rr -- -- -- - -- J L - a 1 a O FABRIC • 2 (rJ i o - ---, t- - --- - OA1 ) ALL CONSThULTICiN i(ANTS TO BE COLD CONTROL JOINTS � r G �p - ( 1T � '�(� Z DRAIN I --- -- -- - - - -- ----- =-i r 2 ) SEE PLANS ANG SPECIFICATIONS FUFt frPf AND ?S,J V ) J� i Y ROCK '�� it , C C Cil , y LOCATIr,N OF JOINT �-• ' COMPACTED BACKFILL 3 I �� .0 o rA 1 EACH SIDE OF WALL ;�� S1 U ' 1 I x(1'0 (USE CRUSHED ROCK SIM. COLD KEYED CONTROL JOINT --- �`� ;, INSIDE) - \Oaraw,r g STANDARD`Fdn-GHa dw I / in O I ' d 12" OPEN-GRADED �FILTER FABRIC C ��. _t __ SEE SCHEDULE FCk I 4 i oI , 4` ti FOOTING SIZE AND ! CRUSHED ROCK 9 s�- � cr 51 0 ` REINFORCING � I St 1 IO ----� °✓ �-4" DIA PERF - I 8" RAD Ii IvxEG LLA 5 4" X t C' SvOOTH GREA4- L' PVC DRAIN PIPE DN GRAIN PIE C R , i ; v DUWLL AT _ -0 ON CEN-ER 12" AT 15' OC MAX AS REU'D PER ///�� SEE PLAN �i i n " rla I CENTEK IN ILAb -----� PER PLAN ARCH /CI'rL pprvEL TO MATCH) -- p , BUILDING A \ MIN DRAWN65 VERTICAL WAIL 1 - ' 1 I I 'OP OF SLAB = 211 0 REINFORCING PROVIDE ` c NOIE ~ ion 1 "-- 40d LAP TYPICAL, AND WINDOW OPENING OCCUR., AT 1 ' SSEE CIVIL DRAWING5 F.)R LOCATION ALTERNATE BEND SIMILAR CONDITION ry I ANC ADDITIONAL REQUIREMENTS D �� DOMIElF1E0 JOINt INSTRUCTIONS T T, Z SLAB ON GRADE AT DRAIN LINE 7 EXTERIOR CMU WALL FOOTING N �ELS AND ms's o ND ENDS 7 SHEARED DOWEL O REMOVE DEFORMITIES PARAPETS I S1-Cl dwq FULL SCALE '� � I S'-G1 fwq 1 = 1 -0 Ki J,2 ) CANEFI'Il Y REALIGN BARS AFTER TRUWEUNG SLAB TC INSURE, bAR .5 PERPENDICULAR T() JOINT HuR= ILY AND ART1CAltr O 31 GREASE ONE ENC OF BAR I I � 4 ) ALL CONSTRUCTION JCXNT. TO BE COLD CONTROL JOINTS 5 ) SEE PLAN` AND SPECIFICATIONS FOP TYPE AND ��--CMU PIER AND REINFORCING LOCATI�AI Viµ. JOINT CENTER GRADE BEAM--_ It yl PER PLAN i ' �,, , ON PILASTER/PER �� + 6 �:! , (BEYOND) - WALL BOND BEAM REINFORCING i r- DOWEL BARS TO MATCH PIER VERTICAL 53 0 I I I I I 1 COLD DOWELED CONTROL JOINT TO RUN CONTINUOUS THROUGH REINFORCING WITH MIN 52d LAP AND CMU WALL CR OPENING /► 12 x BAR DIA + 90' HOOK INTO 'I \ / )RAIN SLAB - I�!,nw,nq 7STANDARD'Frin-08b Cwg PIER BE�'ONC � _ ._ FOOTING (ANGLE AS REQUIRED) rr ' DRAIN SVS TEM- \� SEE CIVIL t----/ 2'-0" LAP-0" LAP --- --� c SLAB AND REINFORC NG 1l HACKER ROD PLACE IMMEDIATELY SEE ARCH. PER PLAN ' AFTER SAW CUT (SAME DAY) ' / CONCRETE SLA13- y AWN JOINT 1/5 SLAB DEPTH j -SEE PLAN / j 1 -J 1 w� S 0 :.i - - - - -• - - - 1 n ;AWING 10 OC:;UR AS EARLY -SLOPE SLOPE j � - /'•� � , L - , v , �(`� AS POSSIBLE WITHOUT S°ALUNG - ; I CONCRETE Up NOT WAIT UNTIL THE - _ _ SEE CI✓IL OLLUWING DAY d o • • mmmi E �•I -- • JOINT i FOR ADDITIONAL G , INFORMATION ��,' _�2 �-RAD US / •��? �' SEE /"� y �. 6 /4 CGNTINJOUS THROUGH PIER ' • • ° , - DOWEL TO MATCH VERT. I ' "� AND LAP 24" WITH SLAB EDGE I 4" CONCRETE SLAG Wlrf+ �4 , ^ --- --' ` + ESI -, •° / WALL REINFORCING •vr ti /+ \ BAR BEYOND AT 24" 0 C EACs *AT OVER ' ALTERNATE BEND �� ten° 36" I 6. OF 3/4" MINL.5 COMPACTED I ; 3 • - 'V �u • • ,✓ • • CONTINUOUS ;RADE �c Q°e --N4 ■ 6'(-� DOWEL BARS } 1 I CRJ5HED ROCK OVER VAPOR _1'_ 1 STOP REINFORCING Co'-J" `} O BEAM FOOTING AND 0 y; �° A A w HOOKED AROUND N4 INTO SLAB pl ' I BARRIER ON OPEN-GRADED CLEAR Cf JOINT REINFORCING PER PLAN �c AT 16" OC (MIN 3 EA, PER PIER). I B , r CRU.HED ROCK -N FILTER x �C 0 ? •{ rPICAL . ) CONTINUOUS GRADE BEAM FOOTING r �T M t 4 ,11 ■ '3 ' ;� - { SAWN CONTROL JOINT ' _ .,� PILASTE t L ' D `' / • A . w AND REINFORCING PER PLAN , L.-_6_1 -_ _...J ksl 0" I' 0]rawmq,STANDARD Fdn 08c dw,) r,0� • co y, ' I 6 • 'I 3" LlR �i�� 3' I AT SIMILAR, RUN CONTINUOUS r�j� J I I a I 1� �• —� '� \' ' FOG TING REINFORCING THROUGH ry C-R SPREAD FOO'ING TYP 2 SEE DETAIL 3/S10 ADDITIONAL INFORMATIIMI fl TYPICAL CONTROL JOINTS C.J. 4 EXTERIOR FOOTING AT OPENING 5 CMU PIER AT GRADE BEAM �,i I I I I 1 ( Odrow,ng\STANDARD\Fdn-08a dwq 1 112- 1 -0 S1-05 dwq 1 = 1'-0" ^1 SI-05A dw0 1 = 1 70 KLJ 1 _ GRID ---- I `J PROPI.kTY LINE c� t -BEARING PLATE - 3/1' THICK U,ON ---CMU OVALE AND REINFORCING =J ON PLAN W/ (4)- 3/4' DIA. DRILLED - PER PLAN 5 EXPANSION ANCHORS, EMBED 5 1/2" MIN - T -TYPICAL WALL BOND BEAM 5 00 3 1 -_ ----�ti -- CMU WALL- REINFORCING TS COLUMN - SEE PLAN J� ~ I Z REINFORCING _ O O _ _- �I PER SCHEDULE 2•_G. , -`^ -J N5 x 24" x 24' DOWEL x 0-6' ; I 1 I I; SJ1 CORNER BARS TO I I PROTECT COLUMN FROM CONCRETE MATCH NORIj SPLATTERS BY TIGHTLY WRAPPING �� N)" 0 C - HOOK OVER BUND --s• REINFORONG, -'fP I I W' 15 V.B. PAPER, TRIM FLUSH _ BEAM REINFORCING H ; ! . _ _. I I I W,' SLAB PAN �.__1 � ♦ O I I 10 Ib PAPER WRAP AT SLAB — / ---CONCRETE SLAB PER PLAN S __—J 1 1 , - - - r / St 3 A ABOVE + ! I I (2) 1/2` DIA X 8` SMOOTH DOWELS f 4 I EACH SIDE OF 13LOCKOUT (SEE �/, U" I L J DETAIL 1/51)• -_- � - --- - ---- ----- -�---- --- -- - - - ---- - --- • - -- ------�-..� 1 ---o � • - - zI I �j / �/ , I v• �+ - - - _� --- -- -_ �_ - _� _, + SIM, • ` 0 A4, BLOCK OUT SLAB FOR COL JMNj\\ �` O d FILL AFTER COLUMN IS PLACED \/\/\ Q PERIMETER FOUNDATION QA� w --- -- -- --- --- - e�D $ `- SEE PLAN /�/�• . \ \/ DRAIN TYP CONNECT TO 1 �• Q I $P�o GRAVEL BACKFILL AND 00 //\\% UNDISTURBED FILTER /�I`//�� \S 0 5� ' PERMIT S E T . : •_.,• STORM SYSTEM - SEE CIVIL a NOT FILL WITH CONCRETE \\�\ EARTH 'FABRIC COMPS^TED BACKFILL EACH SIDE Tom' NITRON 22. 2000 OF WALL (USE CRUSHED ROCK INSIDE) O,H. — • • .� • '1 • —SEE SCHEDULE /\\� z DRA \ TYP J, _ � FOR FOOTING SIZE \,. MATCH FOOTING RO_;. D �pv iI -- DOWEL TO MATCH VERTICAL AND REINFORCING REINFORCING �`- q WALL REINFORCING WITH 40d LAP _ _ -� ►, • 'I 204 0 ' e (, AND 16' X 50' HOOK FOOTING � I r R 7• ►-~� - _]3' CLEAR REINFORCING " I'-G" MIN _ � 2=-° I �� I - a BUILDING "A" FOUNDATION PLAN -- __ SEL SCHEDULE FOR FOOTING t1 SIZE AND REINFORCING �� 1, • • <�1 1/8 8 = 1 -0' _ M = NOTE NOTE STEP TOP AND BOTTOM REINFORCING SIMILAR AT GRADE BEAM LOCATION c+ + FOOTING; TO BEAR ON NATIVE SOIL OR COMPACTED r -- CRJSF+rn ROCK Fq-L' 3" CLR - SEE SCHEDULE FOR FOOTING = �`- , _ SIZE AND REINFORCING _ FOUNDATION NO]ES: 6 FOOTING AT COLUMN 7 TYPICAL STEPPED FOOTING -DRAIN PIPE I REQUIRED = - s 1 CCIFETRA_-TOR 10 VERIFY AL_ FOOTING ELEVATIONS Tp THE FOLLOWING CRITERIA- TOP_ PER ARCH./CIVIL DRAWINGS ) f 51-06.dwq 1 = 1 -0 < 51-07.dwq 1 = 1 -O TOP OF F'pOYING TO BE MINIMUM OF 6" BELOW FINISH GRADE OR cINISH FLOOR. � C . BOTTOM OF FOOTING TO BE MINIMUM OF 18- BELOW FINISH GRADE -—EXISTING WALL 2 ) TOP OF FOO-TNG ELEVATION '0 BE DROPPED AS REQUIRED TO ACCOMODATE THE UNDER 3B,T3 Sl MLY ASKS/FMAK a 9IM-M SLAB DRAINAGE LINES IN NO INSTANCE SHALT_ THE DRAINAGE UNE PENETRATE THE 00,11 W-W/FAX(l0,�20•l�1,1 FOOTING f ' �--'EXISTING FUO TING (GRIDS 1 AND A) y' �;�,'j',��`l_t-• .�. ;''-:LL�� 3 ) CENTER GRADE BEAMS ON 16" PILAS 11rR5/PIERS 4.) 5) SLAB REINFORCING TO BE SUPPORTED AT MAX. 4'-)' OC BEFORE CONCRETE PLACEMENT 6 ) SEE ARCHITECTURAL DRAWINGS FOR "FURRED" WALL REQUIREMENTS T I G A R D BUILDING A CMU WALL REINFORCEMENT SCHEDULE REINFORCING 7 ) SEE SHEET SJ 1 FOR SITE, SCREEN wAl.l. AND STAIR RETAINING WAIL REQUIREMENTS T R I A N U � E 8 EXTERIOR CMU WALL FOOTING AT PROPERTY LINE REMBOLD PROPERTIES, LLC t MARK LOCA-''ON WALL THK. VERTICAL REINFORCING HORIZONTAL REINFORCING NOTES 51-04 dwq 1 _77,0 -0 i A TYPICAL WALL, 8" N5 AT 24-70C AT CENTERUNE SEE, MASONRY NOTE 03 BELOW 1, REINFORCING AT JAMBS PER DETAIL 3/S3.0. ' QY LINTELS, AND 2. END OF WALE. REINFORCING PER DETAIL 3/S30, OR 4/S30 UNLESS 1 F//�� PARAPETS PILASTER OCCURS iiilRxi"�- C J. -INDICATES CONTROL JOINT- SEE DETAIL e St.O B PIER S/PII-ASTER 16' SEE PLANS AND DETAILS rOR REQUIREMENT$ M J -MASONRY CONTROL JOINTS NOT SHOWN. SEE ARCH FOR LOCATII)N ,-, PORTLAND, OREGON UASOMY NOTES: SEE DETAIL (�S_ 1 FOR STRUCTURAL DEVIL -X'--XX" `�� f I ) TERMINATE PILASTERS MIN, V-4' AND MAX. 2'-0" 9ELOW TOP OF ROOF FRAMING. /E7Srt9 -INDICATES DEPTH TO TOP OF FOOTING BELOW rINISH FLOOR ,.woJrcr►q �b4� 2 ) PROVIDE CCNVTINU')US SONO BEAM AT ALL LEDGERS AND JOIST EMBED LOCATIONS LAP BOND BEAMS AS BUILDING A COLUMN AND FOOTING SCHEDULE / -INDICATES 8" MASONRY WALL F&eNO 92144-•1 Ah" REQUIRED AT SLOPING ROOF CONDITIONS. MARK WALL COLUMN FOOTING REINFORCING NOTES DArr • AIM/OMM 22° 2000 3.) TYPICAL HORIZONTAL REINFORCEMENT TO BE (2)- N4 IN BOND BEAM AT 48- O.C. FOR RUNNING BOND. ® -INDICATES 16" MASONRY PILASTER/PER nrvrsvNf • DA r• • o••cwr•rcw , WHERE STACK BOND OCCURS, HORIZONTAL REINFORCEMENT TO BE (2)- N4 IN BOND BEAM AT 24' O.C. O CMU WALL/PILASTER 2'-6" x CONT. x 14iDEEP (4)- NS CONT. TOA Ec BUTTON GRADE BEAM ALONG GRID 1 - 4 ) CMU IS TO BE SOLID GROUTED, TYPICAL. t�2 CMU WALL 2'-6" x CONT. x 14' DEEP (4)- NS CONT. lIOTTCIM FOOTING ALONG GRID F Q _ X -INDICATES MASONRY WALL TYPE- SEE SC-IEDULE AT THIS SHEET -- FOR SITE AND REINFORCING. 5) SUCIAL INSP CTIQN REQUIRED OF ALL CMU O3 CMU WALL/PILASTER 3'-0' x CONT. x 18` DEEP (4)- NCONT. - GRADE BEAM ALONG GRID A _ (6)- CONT. BOTTOM O -INDICATES COLUON AND FOOTING TYPE SEE SCHEDULE THIS 6.) SEE ELEVATIONS, SECTIONS, AND DETAILS FUR PLACEMENT OF REINFORCING. tJ4 CMU WALL/ TS5 x 3 x 1/4 COL. 4'-0` x CONT. x 18" OLEP (4)- N5 CONT. TOP FOOTING AT GRID 2 WALLS SHEET FOR SIZE AND REINFORCING 6 - CONT. 80T10M SEE COLUMN DETAIL 11/53.0 1 7.) BOTTOM OF LINTEL REINFORCING PER DETAIL 10/S3.0. FOR OPENINGS < 6'-0', SEE STRUCTURAL NOTES. ■ -INDICATES STEEL TUBE COLUMN. SEE SCHEDULE THIS SHEET FOR SIZE. ® CMU WALL 2'-0' x CONT. x 12' DEEP (2)- /5 CONT. BOTTOM FOOTING ALONG GRIDS 3, B, AND E. 5.) PRONDE /5 X 24' X 24' CORNER BARS AT EACH BOND BEAM. - .�.. �� -INDICATES GRAIN -SEE DETAILS INDICATED. r►N,� I © T.S. 5 X 5 X 1/4 COLUMN 5'-0` x S'-O` x 18" DEEP (5)- /4 EA. WAY - BOTTOM INTERIOR COLUMN FOOTING �Q��'�, sNNr rrt�• , 9.) COOR01NAlE LOCATION OF ALL MASONRY CONTROL JOINTS tM11a ARCHITECTURAL. DRAWINGS. SEE ALSO DETAIL 1/S3.0 G1Nrf 10.) SEE MASONRY WALL ELEVATIONS FOR ADOITKNNAL INFORMATION. DESIGN SOIL PRESSURE: 2000 PSF DEAD + LIVE LOAD S __ S -INDICATES FOOTING STEP. SEE DETAIL S�0 FOOTING STEPS SHOWN MQ2 + BUILDING "A" SEE SOILS INVESTIGATION BY: AGRA EARTH & ENVIRONMENTAL, INC. 11.) SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. DATED: JUNE 1999 ON PLAN ARE PROPOSED LOCATIONS, CONTRACTOR TO 'SUBLIT WRITTEN FOUNDATION NOTE: SEE ALSO FOUNDATION NOTES. REQUEST FOR CHANGE TO VLMK ENGINEERS IF LOCATIONS ARE TO BE CHANGED PLAN do DETAILS � �yEd E. KN� �. •NMT w•. S - 1 • O 1. ew Go- 30-QI VLMK PLOT DATES: 3/22/2000 0:51.35 KRS 2001 SW Dartmouth Sir 1 / SIT 200000008,BUP2000 001 ` 33 of 44 LEG18IL1TY STRIP a 7 8 9 10 11 12 13 In 6 7 19 19 20 21 22 23 24 25 26 27 28 29 3C CDLI II oI 11 '� I8 IY �• 1 HONI • toe -..�1�1W1,11�1�,1,�1111,1�,1�J.�11,111,�1,1„�,1W,1,1,�l�llilJ�.I�J�.UIUI�.211.11U.�1lJll.U.ll.{1W11.1,11�,LI�J�.IIWULl1�.1,1,1�1L�J1111,1,�,.1111111.111.IJ�,1,�.1�11111�1.11111�.111111.�ilill.W.illi.01111111111111.11�11L1111L.�.illlilil�oz 1 ,.:..,."n-nve••I.YY„le^MMI,. M„�IV'MNrp,l`�I,•�,}M,n�,n,......r.w,r..n•w.w,r...rM4. Y•M1II,W.r”ww.w•m.�T••.`."•wwMv.....:�•.MY�wW, ... y �• e-II.•.!-,,.ryw.w,n•r,YMI'.Y.M M1MQF,•+wm,Nn+.w,.+M•.,+'TM.•.MrM"nM'!A!.MMw.MMY,nIfIwMwMRiM'IFw.MMYY.,'.•.N'•V.TMMMM•e.••••,nn,nn..•.,+rY.v!r M,"•IM°I hwwu.-+...,Y• ,•�.-.qw”'Nwi..+eu•npM,lY,rn•RINMr!..IM,M.l,TT/.NM ,M..+I.M..Y.••'- , ^"".�.,W"r'xM`^!h•'e �Y •xxl►. .''-+F+!'�*'. q+.P�1•wvrow,MlrMMw-Yd+u ••^r,,. . ..1 o. t k 6 BUILDING "B" HOLDOWN SCHEDULE ' HOIDGMM MIN, BOLT LENGTH IN VERT. A B. MINIMUM !A.B. ALT SIMPWN MEMBER (VERT MEMBER) DIA EMBEDMENT ANCHOR BOLT ao SIMPSON PHD2-SD53 3" (D191. 2x MIN ) S/8" 6" SST916 f 8� SPAPSON H"'10A 3" (DBL 2x RAIN ) 7/8"1 10" SS TB28 ` O NOTES 1. NS'fAL_ PEP SIMPSON RECci"ENDATIONS. I2 ANCHOR BOLTS TO BE A307 WITH AIN 3' X D0' HOOK N OR A307 ALI. THREAD ROD WITH 3' PLATE WASHER - NOTE ALTERNATE ANCHOR BOLTS CONTACT ENGINEER FOR L'SE. • ' 4'^ - - 3 SMFAR*ALL SHEATHING TO BE ATTACHED TO VERT)CAL MEMBERS NTH V6 T/PICAL EDGE NAIL SPACING. 4 DOUBLE 2. TO BE LAMINATED WITH 160 NAILS AT 6' O.0 WN (STAGGERED) ' s a , I , I FkF --INDICATES CONTROL JOINT- ,EE DETAIL ' S D u -MASONRY CONTROL JOINTS NO' SHOWN SEE ARCH FOR LOCATION SEE DETAIL 1 FOR STRIjCTURAL DETAIL r, C� C t9 -INDICATES DEPTH TO TOP OF FOOTING BELOW FINISH FLOOR 1 1 N,DTE FINISH FLOOR REFERENCE ELEVATION - 20796 0 a+ FL TORE GREENHOUSE -INC GATES B" MASONRY WALL BY OTHERS © -•INDCATES 16' MASONRY PLASTER/PIER i > \\ ...� -INDICATES STEP N SLAB SEE DETAIL 1. 531 I � -IN;HATES MlkSGNRY WALL TYP--- SEE SCHEOJLE ON SHEET S3.1 y� FGR SIZE AND RE'NFCRGN,, r r l� -INDICATES COLUMN AND FOOTING TYPE SEE SCHE:IULE ON SHEET .3 0 SHEET FOR SIZE AND REINFORCING .._.. _...•• .rw _..�,. w .w� "•.w «„__. ,,.,..� �� ...w ��. •..... �•..• ter...• ww "�_ ...»� -INDICA ILDING COLUMN SES T ,,,,,, ,..,�,. ,�.,� ,M, �,�, � •,�,•_ � m TES B� E SCHEDULE ON SHEET 530 FOR SIZE _T -- -'-- _. . _- - •__ - - :__* .. -- so -INDICATES DRAIN -SEE V'AILS i o c - NDICATES FOOTING STEP SEE DETAILts�0 FOOTING STEPS SHOW, Ilm ON PLAN ARE PROPOSED LXATIpN; CONTRACTOR TC SUE'MIT WRITTEN REWEST FOR CHANGE TO A-MV ENGINEERS IF LOCATIONS ARE TO BE CHANGEC' _INDICATES PLYWOOD SHEAR WALL MATH 15/32" C-D, C-C SHEATHING, NAIL f 14 - f I 4• 90 AT 4' O C PANEL EDGES, Bo AT 12' O C FIELD A T SIL- PLATT', USE a - E� --�- —�,--- 2'-6" 23 -3 1/4' 5'd' G A CAST-IN-PLACE 'J• BOLTS WITH HEAVY WASHERS, 1" MIN EMBEDMENT, 2+" 0 C MAX (3) MIN PER WALL aD',A E' 0 Y aUi►, SHEAR EDGESW L WTH 1 0 32' C G ATCSSHEATHING, NAIL S ILL S 5,'8 GIA CAST-IN-PLACE "J' BDLTS WITH HEAVY WASHERS, 7' MIN v - -- - -:.c � � - - /'� `r 1ti EMB MIN E OMENT 16' G C MAX . ( PEP` WA_L C N r S3 P.YWC-OO SHEAR WALL IMTH 15/32' C-D, C-C SrEATHING, NAIL 'Cl AT 3' ,;C DANEL EDGES, 100 AT 12' 0: FIEX AT S.I.I. PLATT, USE S '8' DIA CAST-IN-PLACE 'J' BOLTS MATH HEAVY WASHERS, 7' MIN 1 I TI EMBEDMENT 24' OC MAX (3) MIN PER WA_L -NDICATES DRAIN PER ARLHITECTJRAL I ir- -1'-4' t J L" I �_y -INDICATES 2 X 6 SrLDS AT 16' 0C . OF /1 MIN - ��✓. � ^Yt -INDICAIS 2 X E STUDS AT 12' OC . OF #1 MIN �' �' -INDICA►ES SHEAR WALL HOLDDOWN SEE SCHEDULE .................. ... 2 3 3 -4---- — -- NOTES' FOUNDATION 1 " I r _: NTRACTOR TO vfRl�� ALL FOOTN3 ELEVAT ONS TO 'HE FOLLOWING SRIT_RIA- _- PERIMETER FOL'NDA'I(iN CRAW TYt I TOP OF FOOTING TO BE M NIML'M OF 6' BELOW FINISH GRADE LIR FINISH F; 10R CONNECT TO EK15TiN; ST:,RM BOTTOM OF F00TNG TO BE MIN-MUM OF 18' BEI'JW FINISH GRADE SYSTEM - SEE CIVIL TYP 2 ; TOP OF FOOTING ELEVATION TO BE DRCPPED AS REDUIRED TO ACCOMODATE THE UNDER I , SLAB DRAINAGE LINES IN NO INSTANCE SHA,.,. TIRE DRAINAGE UNE FENETRATE '►+E A BOTCHING "e~ I FOATIN1. Ir Tn� OF 1.L Ab :19 = 31 CENTER GRADE BEAM: ON 16' oILASTERS.'PIERS U 4 1 RUN GRADE BEAM RE NFORC NG COhrINU0_S THRU INTERSECTING FOOTINGS WHERE . ' 'I • I' ° OCCUR: . I P ^ S ) SLAB REINFDRI ING 10 BE SUPPORTED AT MAX 4-0' 0 C 6,) SEE ARpHIT7C1URAl DRAWINGS FOR "FURRED' WALL REQUIREMENTS. �. 1 I 7) SEE COLUMN AND FOOTING SCHEDULE ON SHEET S-30 , r , i 5 8.) SEE SHEET S!1 "Ok SITE, SCREEN WALL. AND STAIR RETAINING WALL REOL'REMENTS , b SHI (� _ 5' 3 t 2` * 1'-S 4. - ___ t'-0. — P E R M I T SET MARCH 22. 2000 �/ cI --- - -- -- - _ - — -- I SIM _�...f v i `-4' CONCRETE SLAB WATH J4 • � AT 24' OC EACH WAv OVER 6. OF 3/4- MINUS COVPACt'ED- M M i io o BAIRRHERD ROCK OVER VAP( �,\ BUILDING B ; I ry VLW G�o�lp Er+10rma a lk TOP OF SLAB I• 209.00' _F. JW Sl KMY AMU/ a M-M C J Salk. ;; ` , ( 27240/FAX (0)N-M 41�2- 1 r3 I• I- I SW2 53 1�. � PwoJEc r ITIGARD TRIANGLE I f/ Sw2 ;' r REMBOLD PROPERTIES, LLC r + - ��' PORTLAND, OREGON OI PI.OJF[T NO MOI O Fame Nn M�14S�l.dwW I I 2 -6" 2'-6" ��V �( DA T4 mArla 199• 9000 ��GIN4�� Pavaomn DA ti 0[DCIIprcw r- , f y�10 j rl3'�.+_ .. •----�i i ~� - r _.. .___ . _ -'_ I_ o o, C J ��Q� o4, (c, �JO'OI �.�, soma _ «�.. .�.. -.+I (4) PLACES M » BUILDING tseas - -_ _ N TION _ . R.MFGN1.k... ti r , •. ::,, 14 I`.-,` A 4 _i" G -) __ y `0 .� -dam- - - 'Ht'_ - - - - - 31'-4 1/2' - 16'-7 1/2" C 2 993145-2f LAY 9 - 1 -O� FOUNDATION 8'-6• ,3'-D• BUILDING B FOUND =rte NOTE: SEE SHEET S2.1 FOR BUILDING 'C" FOUNDATION FLAN. PLAN a � I AUK 27 2000 DATES:18.48 KRS A. 7301 SW Dartmouth Str m 1Y�2 SIT 2000.00008.BUP2000 00104 • '�`.. 34 of 44 LEGIBILITY STRIP _ 4 5 6 7 e 9 0 it 12 3 le 17 Ie 19 20 21 22 23 24 27- 26 27 cg c5 30 I•i CDzI I 1 01 ® r e HJ,II s�OZ Lt1111i��11�laJ�llltllll.l�.l�JlilJi�tl�lal)lt��1:1t1iJ)��1.1J�J�t!IJ J.i�11�1tl.tJal�l)JaItJ.�Ll�1�1�J1J�.11!�1.t11Jtlil�.11.1.1�111LW.1.lla1'lll�Jal�l.ll�ltJaJ.11tlt(�I.I�LItJ�-I.�lil . I)�lalaJl-1.tl�.l.11�.l�l�lt)�LtJl�iJ�ILIIL��1k: _.-. Oz ..ten.+r •..w.Y.•.nv.wMr...Iw'YrMr.nt.,v'�.+'Mwh'HM- ..nN�T'•.MIN .'M" rw...w •4w,iwWw 1I•'�M�N.•'•••WY.+rn.,r twn,r'wM•iMJ+rtl+. rw.<t.•«.x v-h.Mw.,MMfw1- . •.. .::- ••nn.,..,..,A•rm.r.t•••vhn'n.h•,r✓+.n•n'4,Mw"ro:1.u.A.rbnr�",.M,•VM'.M�'t,w.wr4r!!'M'v+ � .. ..,. .... Mr+r"„w. �v+MM 'C NhxY'I.r.v "-`•'••� -� - HOLDOWN SCHEDULE HOLDOWN MINIMUM A.B ALT SIMPSON MEMBER (VERT MEMBER) DIA. EMBEDMENT ANCHOR BOLT I _ DOCK DOOR ' SIMPSON PHD2-SDS3 3" (DBL 2x MIN.) 5/8" 6' SSTB16 1 S' SIMPSON HDIOA 3' (DBL 2x MIN ) 7/8' 10' SSTS28 5-0 /-7" UNREINFORCED CONCRETE SLAB OVERROCKCOMPACTED NOTES I INSTAL_ PER SIMPSON RECOMMENDATIONS. CK BASE 2 ANCHOR BOL IS TO dE A307 WITH MIN 3- X 90' HOOK 1 CRJSMED ROR A307 ALL THREAD ROD '.ATH 3` PLAIT WASHER - NOTE ALTERNATE ANCHOR Ba TS CONTACT ENGINEER FOR USE. l I ■ I 3 SHEARWALL SHEATHING TO BE ATTACHED TO VERTICAL MEMBERS 01TH 1 TYPICAL EDGE NAIL SPACING 1 0 I 4 DOUBLE 2x TO BE LAMINAIED WITH 16Q NAILS AT 6` O C MIN (STAGGERED) i 1 3 I 1F.�EdQA. C J -INDICATES CONTROL AANT- SEE DETAIL t6-G" - -� 51.0 M J -MASONRY CONTROL JOINTS NO- SHOWN SEE ARCH FOR LOCATION r 39'-4' l 40'-O` 39 -4' I SEE DETAIL 1 j FOR STRUCT„RA.L DETAIL 4' 8' 3 4 {-0 8'-0" B'-0" UT.jR IT 0 Fig TUR -DOWN SLAB -X -XX -INDICATES DEPTH TO TOP OF F'JOTING BELOW FINISH FLOOR f- -- --'-"cUT.,RE'� � T 0 Flq�_ _, EDGE MIN 12' i -C-cl— OPENINC, '( _1 _4•• 1 0 NOTE FINISH FLOOR REFERENCE ELEVATION • 207 96 - - - = -INDICATES B" MASONRY WALL r ' C0 O , �TOFtq I L--5' CONCREPE SLAB WITHu11 y1� p 3 1 /4 AT 24`,0 C EA WAY ©, L...�� -INDICATES 16' MASONRY PILASTER/PIER "FUTURE"-+ - '^ �-� ; OVLR 6' C PAG-ED S 1 , ...� -INI)ICATES STEP -N SLAB SEE DETAIL 1/531 OPENINGS CRI/SHED �:K PERIMETER FOUNATON DRAIN TYP I _`-_ ----� �-- J ,I` BI 'x -INDICATES MASONRY WALL TYPE- SEE SGHEDJLE ON SHEET $3.1 ' CONNECT TO EXISTING STORM L__ IL SYSTEM - SEE C V1l FOR SIZE AND REINFORCING 3 4'-8' I . A C' Q (._) _f _ 1' � -j "OFtg'� -3'-4- _r._4" -1'-4' • -INDICA'ES COLUMN AND FDOTINj TYPE SEE SCHEDULE ON SHEET S30 -`tQ I /; 1 0 O 8 © �T 0 Ft0 T C,Fig IT T Fig SI �' i �i C o-' !Sj t SHEET FOR SIZE AND REINFORCING �• �'� p�" �— •�-' " �^• „�- •� -�- �••• �-. �. M�• TT O i qq. -INDICATES BUILDING COLUMN SEE SCHEDULE ON SHEET S3 G FOR SIZE a - -- - -- ---- - - -- ----------- - --- _ - - - --?II - - ----- - - ---- --- - - - - --- T T -- - ----- ---- ------ - ---------- ----- - -- - - -.- - - - _ _ - -- ------- - - S _,__ _,__ _F + _ __ _ _ _ -INDICATES DRAIN -SEE DETAILS Ii - c vI C� ,,, C� I C 1.1 r _}'-{' r_-3 1 ! _3 -INDICATES FOOTIYG STEP SEE DETAIL FOOTING STEPS SHUW4 T O 1 t51 07 I 3'-4'I 29 -4_—.- Tc�07 1 0 0 ` --�-- -- �� ON PLAN ARE PROPOSED .00ATIONn CONTRACTCk TO SUBMIT WRITTEN TYP A T NEW I % ' �I e AND °UTURE I REQUEST FOR CHANGE TO VLMK ENGINEERS IF LOCATIONS ARE. TO BE CHANGE[ J DOOR JAMBS ; SI 0 I ;I W1 -INDICATES P YWOQG SHEAR WALL WITH 15/32- C-D, :-C SHEATHING, NAIL h I ' © 8d AT 4' 0.: PANEL EDGES, 80 Ai 12' O C FIELD AT SILL PLATE, USE ;) 5118' D'A 'AST-IN-PLACE 'J" BOLTS WITH HEAVY WASHERS. 7- MIN I _ EMBEDMENT 24' 0 C MAX , (3) MIN PER wA_L r -INDICATES PLv`41Xk SHEAR WALL WITH 15/32' C-D, C-C CHEATHING, NAIL , -7__. _ --_r- „ \ 8d AT 6' 01- PANEL. EDGES, 8d AT 12' O C FIELD AT SILL PLATE, USE ## 1 t '' 5,'8' DIA CAST-IN-PLACE `J' BOLTS WITH HEAVY WASHERS. 7- MIN m ! I I EMBEDMENT 40` OC MAX (3) MIN PER WALL. ' I � ' 66 C W -INDICATES PLYWOOD SHEAR WALL WITH 15/32' C-D, C-C SHEATHING, NAIL d \ 100 AT 3' Or. PANEL EDGES, 10d AT 12' O.0 FIELD AT SILL PLATE, USE r I I 5/8' DIA. CAST-IN- "LACE •J" BOLTS WITH HEAvY WASHERS. 7' MIN , EMBEDMENT. 24' 0 L. MAX (3) MIN PER WALL 1 1 1 C, -INDICATES DRAIN PER ARLHITE';TURAL , IIB J 1 ( ( !TT•�'•rT—• -INDICATES 2 X 6 'STUDS AT IS- O.0, DF /1 WIN L ; I ; ( -INDICATES 2 x e STLOS AT 12" ' - ... J--- �._.. _ _ .. •-•- �.- 2 O.C.. DF /1 MIN. 4 ' � u I I _ • �X - -INDICATES SHEAR WALL HQLDDOWN SEE SCHEDULE _ , p I O , � ►. FOUNDATION NOTES: IYP I 1 CONTRACTOR TO VERIFY ALL FOOTING ELEVATONS TO THE FOLLOWING CRITERIA- 1 TOP OF FOOTING TO BE M NIMUM OF 6' BCLOW I INISH GRADE OR FINISH FL TOR BJTrOM OF rOOT'NI� TO BE MINIMUM OF 18' BELOW FINISH GRADE ( 2 TOP OF FOOTING ELEVATION TO BE DROPPED AS REQUIRED TO ACCOMODATE THE UNDER 1 BUIL NG "C" �JOH ,I 1 SLAB DRAINAGE ONES IN NO INSTANCE SAA-L THE DRAINAGE LINE PENETRATE THE J TOP OF SLAB 207 96' i i 1 3 CENTER JRADE BEAMS ON 16" PILASTERS,'PIERS +I 4 ? RJN GRADE BEAM REINFORCING CONTINUOI S THRU INTERSECTING FOOT'NGS WHERE 1 COCCURS 1 1 1 S) SLAB REINFJRCING TO BE SUPPORTED AT MAX 4'-0' OC 1 rl J 4' CONCRETE SLAB WI-H /4 i i 6.) SEE ARCHITECTURAL DRAWINGS FOR "FURRED' WALL REQUIREMENTS h, 24" OC EACH WAY OVER 6' OF 3/I4' MINUS OVER VAPOR BARRIER I 1I 7 ; SEE COLUMN ANJ FODYING SCHEDULE ON SHEET S-30 ON OPEN-GRADf.D CRUSHED ROCK P ' SEE SHIET 53 1 rOR SITE, SCREEN WALL, AND STAIR RETAINING WALL REO JIREMENT; ' ON FILTER FABRIC — i e � I ; FACE (If F XIS TING•, , .. ,. 4 BI'I..LIN,, WALL I :. 1 E R M I T S E T IINI ) I B I MARCH ZZ, 7000 16. I I I I �� , i_ S mow__-o .�e�► �.-_-- 0 SEM. ' ' ' ,1 0 f _.._ --rl►--+.�- w aw. 1 \ I O STEP 1 i i 6 _ L-- -•• - 510 `-1 r - - cp 1 JW W K01Y AMU/PIMMQ a IRM-M r NOTE; FOR SLAB DRAINAGE SEE ARCH DRA NGS �� 1 ��W-40 FAX( - + I 0PORI 7 DRAT1 SYSTEM- T I G A R D I SEE CIVIL 1 C( I _ TRIANGLE I REMBOLD PROPERTIES, LLC I 1 ' o I , I , • 06 I T0l SLAB = 205 96' TOP IGF SLAB or 206.63' I S1 0 I I I 1 'o PORTLAND. OREGON I i 3 00090 v - - ►RD IE j t i , 2 I I I � ' 41V St 0. 51p, , 1 510 DATE MMOM =!, !1000 G I pot ROVsrON! DA 1`9 DSIcMo-rAm -- 2--o' - SUIS STEP — 1 ;I ..� L.. �4' � I ' 4 - - ; C J 1 T U 10IC - - - ; I 2'-n' i C 1. �` 2.-0' 2'-0 S 0 tiIFXMII --=-_- --�--- - --- ---- --- -_ l-- ----- -----------H)2'-O'�• I{ ---f----C ------_ �— ri5 , _�.__ Cw -- l_ 4S - -- ----------------- -- - .p - -- - --- ---- ------ ---- --- --- `DA -•L- -- - -- _ ____-_ . . _ . -- { (v �/) 01 S 51.0 0 � AT `'l _� QA 1.0 �: �^�- � 1, �:. _ 0 51 PI S/PILA TE ?-°� 1 _4• 2'-0" 9 4 C 2'_p' sl�rr rrT1f I f! ff i 2' °, ___ -1 `° 5'.0 T-o:-t y'��- A BUILDING "C" FOUNDATION FLAN B U I LD i N C1 9 0• PERIMETER FOUNATON DRAIN TYP _ - _ _ "-- 0' 12'-0" 4'-0" 6'-0' Ia'-V' 6'-0' 18'-8" -- -61-0— --- 18,-0' - 6'-O` 20'-0 - 'il + ° 99314S-2 1. 8 - 1 -0 CONNECT TO EXISTING STORM FOUNDATION SYSTEM - SET: CIVIL '-{" �' A-___ -_ __,__ ___---- ___ _--- - .�-__ _-_ -_--- -�--__ . _ . NOTE. SEE SHEET S2.0 FOR BONDING "B" FOUNDATION PLAN. Q. 10. F'L.A N ala eNlnrlw , S -- 2 . 1 I 3�K PLOT DATES' 22/2000 1a:1d.2a KRs 7301 SW Dartmouth Sir # SIT 2000-00008,BUP2000-00104 3 35 of 44 p LEGIBILITY STRIP - _ 4 �i 6 e 9 10 11 12 13 a 16 I, Ie 19 20 2I 22 23 24 25 26 27 26 29 30 CD Z I I OI g e 4 g > MtTNI i t OZ - Lik_ ani.Lll� L. LITH.�.I�JaiLI,U..la.l��)1�.;.Li�[1.III.11j,"l_I.�ii IIII 11hIi[III!1J] �I1.111diIIIIII IiIII,Iii,IIIIIIIIIII,III111]1111111_LI,(1�11111311J111��11111_[1111111111] oz • - -.. ._. _ ..,.. .. .:..._.,...«.}.......w-,.—.�mw+•w±.+...miM_...,..r,T_"";whwre�llgMIS�M�f.RM�Ys.., 4+.rr.H+.w.M, . „f- . ut,. .r.w•f•.rwN+F+!Yrp.Fer-wMnw..WHIN..,wnnM.T•+,,.wy,•nM71N„-` r 4 I I 1 I -TYPICAL HORIZONTAL WALL REINFORCING j PER SCHEDULE j i -----(2)- 05 FULL HEIGHT EACH CEL GRID FIRST 2 CELLS AT OPENING - t.-4. ' S'OP HORIZ REINFORCING /--VERTICAL WALL REINFORCING PER SCHEDULE / r TYPICAL HORIZONTAL WALL / I �REINFORUNG PER SCHEDULE I/'��` 3 I -(2)- /7 EACH FACE FONDACIH SIDE Of AT JOIN] EXCEPT / 4 TOTAL A PILASTER) PkEu xOE� ku6BEF- EtOND BEAM, AT ROOF AND INSERT AT BOTTOM OF LINTEL TO BE -FGR REINFORCINGzz CONT THRU JOINT TYPICAL HORIZONTAL VERTICAL WALL REINfOFcCING NOTED "AT CENTERIIhE' PER SCHEDULE \WALL RPNFORCING ON SCHEDULE, TYPICAL / ~ 9 EINFORCING PER _6 /3 TIES© AT g" OC 10 ICU SPACING PER SCHEDULE W � >>7 SEE ARCHITECT,RAO- DRAWINGS' AND SPECIFICATION; FOk ;EALANT PROVIDE (i)- BARS (MATCH G REQUIREMENTS (EACH SIDE) TYPICAL (EFT ARS (MATO } SPAC'NG Of RE NF AND S ■ t4" . 24' CORNER BAR AT EACH BOND BEAM TYPICAL CMU WAIL AND GROUTEG CELLS PER SCHED (i i VERTICAL FULL HEIGHT EACH NO REINFORCIN 5 PER CMU WALLIFS: a ; RE114FORCIN" SCHEDL.E SIDE Of JOINT (2' CLEAR 1 TYPICAL JAMB RE:NFOR(-ING \T v) _ r EACH PALE) -- OPENINGS 8'-0" WIDE OR LESS N- (JAMBS aT OPENINGS GREATERT PLACEMENT OF kE,NFOkLING IS EXTREMEL') THAN tl-0" Ah" WLASREATE 1ER5 i s± r L NOTE :EE Ake-HITECIUkAI DRAWINGS FOR CRITICAL AND IS TO BE INSPECTED PRIOR SEE PIAN) i LGCATIGN Of MASONRY CONTROL TO EACH (;ROUT POUR TO VERIFY COMPLIANCE � JOINTS 2 SEE AR SPACING PER SCHEDULE TYPCHA - LHS FOR EMBEDDED REQUIREMENTS DOCK DOOR )AMBS t TYPICAL MASONRY CONTROL JOINT 2 REINF. PLACEMENT AT MASONRY Z REINF. AT MASONRY OPENING CMU REINF. AT C:1RNERS/ENDS PILASTER DETAIL PIER I - Z 53-02 dog 1r 10 L S3_2 dwq t 1 -0 L y S3-1 dw I . t -0 S i-4 nw I- j" Z' � c 7 ) .3 3. 9 J 9 � 7 5�r.q t � p l - 4' TIE', AT 5" U (4)- #7 VERTICALS EACH FACE 1 �(12)- /5 VERTICALS _-- _---_-4-0' ,-- "1) /T VER hr Al . TOTAL) i,RIO -,k f A�-I WA_l --� Q - - * -- �- PER PLAN j _ --TYPICAL VERTICA. 1 kF ~-'-'/7 VE TICAL AT 16" 0 i WALL REINFORCING - EAC ACE Of PILAS ER TYPICAL WALL BONGl3)- /7 EACH ENC OF BEAM REINFORCING PILASTER 7 T7 CJ47 EA FSE AT 16' 0C MAXY '10 (}). �7 ttu5 ENG r .7.� r , • �' a , _0. F. 77 P l r 1' �(4)TO07 EA FACE 4 7 EA FACE AT M M' PFS AT 8" O C., TYP. \ , �. REINFORCING PFR CMU WALL t r n � FiEINFIJRCEMENT SCHEDULE IF .90 p 3 TIES AT 8" 0 C TYP-J �/- TIES AT d' 0 C / W lD i J OTHERWSEAON FLAN SFULLOTED LENGTH n I PROVICE 06 r 24" r 21' CORNER r/// BOTTOM TWO CO„RSES- EXTEND F1AR 4T EACH HALL BOND BEAN 48d PAST OPENING INTO P I A',71`14 ^ SFE Ak'_H 3 1/2' 3 112" \ 4. 1'-4. NOT_ :,EE ARCH Dwi,S FOR EMBLobED ':HANNI, REQUIREMENTS AT DOCK CO?CSR HEADEk 1 f� PILASTER/PIER DETAIL 7 PILASTER PIER AT CORNER PILASTER PIER DETAIL PILASTER 'PIER AT CORNER 10 CMU LINTEL SECTION - TYPICAL T1 S1 t,4wj 1 1 -0 ' 2 S3-7dwy . 1 -0 C TI `i5-5dwq 1 • -0 1 '0 Awg J i PROPERTY GINE IC X 15 3 X OPENING WID'H W T14 -�-CMu hAu. I'IR PLAN _ / 1 '2' DIA . -6" A706 BARS AT 18' T.S. COLUMN PIR PLAN t 4" AND 1/?' DIA x 4' NELSON STUDS T _ AT 18 OC 'STAGOERED) 1 1/2. 1_„ .�. 1 4 1 (4)- /4 r 6" DOWEL BARS Pf.R A TE roe ICO"RE IENTSriEE PLAN { / 1 / PILASTER HOOKED AROUND 04 (-` AT CONTROL BEAM REINFORCING RPER DETAIL IN/3 0 / INTO SLAB I '. TDF (IF '.JAB ON GRADE CM2' UNTE� AND REINFORCING PER 8' 8' J' - - 3/4" DI ;I, PLATE W/ (3)- l • 6 /PLAN BEND VERTICAL BAR INTO 'BULBS' i SLAB AND REINFORCING SEE PLAN FEW SLAB REINF(RCING I / }/4' nu 5 t/2. EMBED - • •EDGE AT FOOTING AS SHOWN AT PQTTOM OF LINTEL • / DRpI(I- AN, H(* BOLTS 7� ; PER PLAN WITH TURN DOOM - r I T, .-CORNER BAR /.- (2)- /7 EACH FACE • K "� (2)- #A TOP � nILASTER BF•YOND 4 TOTAL IN PILASTER) 1 + - - -U(>CK LJMPER SEE ARCH f �) CMU WALL I - - -- ---- / -/1 TES AT 8" OC _ -�. DCCK RAMP r - / � �ITSLEACH FACE EXTEND INOFULL. WIOTH OF PILASTER CMLl WALL A" ICG PER PLAN BEYOND OR MIN 3b" LOCATE SPLICES AT O m BENCV:'RTNTOSLAB240ER H PILASTERS AND LAP MIN. 36' CUL/BEAM/WAIL • }J" j _ -- - (4)- /S " 30 DOWEL BANS • -- • DOWEL TO MATCH VER'ICAL WALL REINF _r PER PILASTER AND AT IG' C (' W PROVIDE 40d LAP ANG ALTERNATE BEND _ •- 03 TIES AT B" OC -•--- -- �1 - r�OR BALANCE OF FOOTING �^ SEE FOUNDATION-PLAN P E R M I T S E T TYPICAL CMU WALL AND • • - ( < RE'INFggCWG PER CMU WALL 1 � - SEE ARCH DWGS I A ' • • 1/1' ; REINFORCINC, SO HEDULE I ECCENTRIC PI,A'iTER FOOTINGF - - ---_. At1/1RCH 22. 2000 PER PLAN r-- SEE S HEDI,LE FOR ------_ -.-_ __- J " • i0011NG SIZ1_ AND '- EO 1 • • ' , �' FILMES. 1 SCE DETAIL 5 '1 1`014 ADUITIOhAL x REINFORCING - - ' -- 1 A _ - INFORMATION _ruu.r�••• w _ 3" I 2 AT SIMILAR WALL CONDITION WITH n TYP SPREAD FOOTING USE SAME TURN ��'-- ----�" - ..�►-.rte---- ------.r... DOWN EDGE AND REINFORCING 11 INT. COLUMN AT WALL GRID 2 12 PILASTER DETAIL rl3 CMU PILASTER AT PROPERTY LINE 14 SECTION AT LOADING DOCK 15 CMU LINTEL "BULB" SECTION t _ S3-11 dwr7 7 - 70, �. 530-12 Awq 1 1 -0 �'� 530-13A dw0 1 � 1 -0 r^ S30--14 dwq 1 t -U �; Z ( 530-15 dwq 1 VLMK 3133 SIL 1Iur Aran[/MMM a PM-43U (903)W-440/FAX(30 MI-M BUILDING B COLUMN AND FOOTING SCHEDULE BUILDING C CMU WALL REINFORCEMENT SCHEDULE BUILDING C COLUMN AND FOOTING SCHEDULE -- MARK WALL/COLUMN FOOTING REINFOR\'ING NOTES __ REINFORCING MARK WALL COLUMN FOOTING REIN ORCING NOTES ►wV-rrr-* POST BY OTHERS S'-0" x 5'-0' x 16" DEEP - _(D T.S 7 x 7 x I/4 COLUMN 6'-6" X 6'-6" x 20- DEEP (6)- /• E T I C A R D �j (S)- /4 EACH WAY FTG Al BRACING MARK LOCATION WALL TNK. - vER11CAl REINFORCING HORIZONTAL REINFORCING NOTES 5 EACH WAY BOTTOM INTERIOR COLUMN FOOTING (� POST BY OTHERS 18" DIA X 4'-3' DEEP (4)- `4 VERT. SEE TIES,S/SOC, (3) TOP 6"- Q GRIDS D/E. WALL 8' 05 AT 16" O.0 AT CENTERLINE SEE NOTE /3 L END OF WAIL REINFORCING PER DETAIL 3/S3.0 OR 4/S30 O CMU PILASTER 3'-0" WIDE X 8'-0" X 20" DEEP (4)- 05�LONCJT. BOTTOM A -ECCENTRIC SPREAD FIGS AT 10 Ac IC NO BRACING AT THIS FOOTING � TYPICAL WALL 6" _ /5 AT 1. 0 C. TRANSV BTM -RUN CONTIN. WALL REINF THRU TRIANGLE (09 POST BY OTHERS (FUTURE.) Y-6" MADE X IJNT X 12' DEEP 04 AT 12" 0 C EACH WAY !B`, 415 AT 24" O.C.O.r,. AT CENTERLINE SEE NOTE /3 1 END OF wAll REINFORCING PER DETAIL 3/53.0 OR 4/53.0. CMU PILASTER 5'-0" X 5'--0" X 16' DEEP (S)- /4 EACH WAY BOTTOM -SPREAD FTGS AT 48 A 4C CONTACT ENGINEER IF OTHERWISE 2 REINFORONG AT JAMBS PER DETAIL 3/S10 REMBOLD PROPERTIES, LLC (8)- /8 CONT. BOTTOM -RUN CON TIN WALL REINF THRU ©t 2" EXTERIOR WALL 2'-0" x 12'-6' X 12' DEEP -__--- -. -._._-•- --- - _ _ /5 AT 12" OC MAX CENTER FTG, ABOVE WAU. CENTERS Q PIEQS/PILASTERS I6" SEE PLANS AND DETAILS FOR REQUIREMENTS -•AT RE GRADE BEAM (4 (;RIDS D A E O11 FS. 5 X S-X 1/4 AT CMU 3'-0' X 5'-0' X 12" DE EF v CMU PIIASTFR/PIER 2' 6" WIDE X VONT X 14' DEEP (4)- �5 CONT TOP Ac BTM _AT RETURNS PROVIDE (4)- /5 CORNER (1)- 05 LONG ADDITIONAL CONTINUE TRANSVERSE STEEL INTO BARS TOP AND BOTTOM WALL /5 AT 12' O.C. TRANS. CMU WALL CONfINUOUs FTG-SEE 6/53 IMASONRY NOMS, - - - - -C�1TIN FTG AT GRIDS D Ac E T S S x 5 x 1/4 3'-0" x 3'-0" X 12' DEEP (4)- /4 EACH WAY A MI R, COMBINE FOOTING WITH �' CMU WALL 2'-6' WADE X CONT X 14" DEEP (3)- /5 CONTIN. BOTTOM _ TYPE 10 1 ) TERMINATE PILASTERS MIN. 1'-4" AND MAX. 2'-0" BF10W TOP OF ROOF FRAMING EXCEPT AT CORDER I.0rATIONS (REF. DETAIL 1/S6.0). -AT RETURNS PROVIDE (4)- /5 COR _R BARS BOTTOM PORTLAND, OREGON POST By OTHERS 18' DIA. x 4'-3' DEEP (4)- /4 VERT. - /3 TIES, 8' O.C., (3) TOP 6"- 2) PROVIDE CONTINUOUS DOUBLE BOND BEAM AT ALL LEDGERS AND :01ST EMBED LOCATIONS. LAP BONfi BEAMS AS REQUIRED AT SLOPING -- ---- SEE 8/53.1 REQUIRED AT SLOPING ROOF CONDITIONS, SEE ROOF FRAMING DETAILS AT LEDGERS AND BUILDING WALL ELEVATIONS FOR ADDITIONAL INFORMATION. © CMU WALL 2' 0" MOE X CONT X 12' DEEP (2)- /5 CON'N BOTTOM -TYPICAL WALL FTG. -ECCENTRIC AT GRID 1 DESIGN SOIL PRESSURE 2000 PSF DEAD ♦ UVE LOAD 3) TYPICAL HORIZONTAL REINFORCEMENT TO BE (2)- 04 IN BOND BEAM AT 48" O.0 FOR RUNNING BOND. SEE SOILS INVESTIGATION BY AGRA EARTH k ENVIRONMENTAL. INC. WHERE STACK BOND OCCURS, HORIZONTAL REINFORCEMENT TO BE (2)- 04 IN BOND BEAM AT 24" O.C. DESIGN SOIL PRESSURE: 2000 PSF DEAD t LIVE LOAD 0.90ecr Nn •BMl1� DATED JUNE 1999 SEE SOILS INVESTIGATION BY AGRA EARTH Ac ENVIRONMENTAL, INC. •'4 ENO "8140-3.0" NOTE SEE FOUNDATION NOTES ON SHEET S-2 4. CMU IS TO BE SOLID GROUTED, TYPICAL. DATED. JUNE 1999 ')Arr MAINCH 220 2000 5) SPECIAL_"!" M REQUIRED OF ALL CMU NEw,,9,9 9 own • w•ew�ravw NOTE: SEE FOUNDATION NOTES ON SHEET S-2. 6 ) SEE DETAIL ELEVATIONS, SECTIONS, AND DETAILS FOR PLACEMENT OF REINFORCING. 7) BOTTOM OF LINTEL REINFORCING: OPENING LESS THAN 6'-0" - SEE STRUCTURAL NOTES OPENING W-0" TO 8'-0" - SEE DETAIL 10/S3.0. OPENING GREATER THAN 8'-0" - SEE DETAIL 15/S3.0. 8.) PROVIDE 05 X 24" X 24' CORNER BARS AT EACH BOND BEAM. EO - +GINR� 9.) COORDINATE LOCATION OF ALL MASONRY CONTROL JOMTS WITH ARCHITECTURAL DRAWINGS. SEE ALSO DETAIL 1/S3.0 i 10.) SEE MASONRY WALT ELEVATIONS FOR ADDITIONAL INFORMATION. 9e4"r rrrLS 11.) SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. Mf4eM1 F 0 U N DA T I 0 N n.�• CMU DETAIL do bESE• KN* SCHEDULES vw. (.0- 30-o1 }wT S - 3 . 0 3 . 0 M. r ' VE"MK PLOT DATES: 3/22/2000 11:29.58 KRIS 7301 SW Dartmouth c SIT 7000- S"00008.BUP2000 004' , 3601 44 -a LEGIBILITY STRIP 4 6 7 e g 10 12 I-'; 14 'g s 20 _I 22 23 <<) 25 zs 2e 29 so Z.I01 0 9L y r ONO auI OL ` .�,�1•(l�J.(I�IIU.i•)1�,1.i.�.il�la1>J�.W.EI�I�I)1�1.LI�1��1-��L1J.�.I�1.�1�L�Jl(I.I.I(LLLIlI�ljtl.llElllllllllllllll1�1I1�(�Illlil(LIIEIiLII.Ili�ltltl�,ISI.�IJIEI�.I(II�11�1�1�I.EWJ.Il�1l.i.W.tlll�ll.f�l,�(!i�(1111.1�111�111��.11�lll�llllla�)�,!-Q°?_ 7 a .. ...,,.... ....,......,w,,._.»...,.ew.n..•�•r,.•�ttvM.•�.+.y+drmw..",..,•r...•....w++rer.r� . .*'h*.,• �.ewnwn•u.!na�+•+..rww..+..r..n.•.ea.fl..,.wr...- .....y.,,.}�1 '!ra . } i S I POST - BY OTHERS I . � �� NOTES: POS1ECTION .) MAX. WALL HEIGHT 8'-0" ABOVE SLAB/GRADE 2 1/2' TYPICAL SLAB AND - , ir' AND TBASE NPLATE 2.) CROWN GROUT AT TOP OF WALL FOR DRAINAGE - CLR. CONCRETE SLAB AND BY OTHERS CONIC SLAB AND REINFORCING PER PLAN REINFORCEMENT PER i WALL SHEATHING 1 REINFORCEMENT PLAN AT SIMILAR TS COLUMN PER PLAN IF FOR FOOTING SIZE E PT 2X SILL PLATE- P R PLAN I PER PLAN AND REINFORCING ALL SIDES OF TS CC�IUMN I -,-----PER � � AND REINF ' "EMENT v ' - - -� PER PLAN i 8' SGUU .,ROUTED CMU WALL WITH W/ 5/8' DIA. t ��11 _ PER PLAN / Irf , SEE PLAN (2) /4R HORIZ 3AT 48' O C MAXD • 1 3/16• /�%2X STUD WALL .' v 1, --� ANCHORS-DI 4"EMINANSION ' ' EMBEDMEN i t° • 1 � - 4 _ [ I A PLATE 1/2'x6'xt1" \ -WALL EDGE NAILING ° , --TYPICA, BOND BEAM REINFORCING ,i >�1 CONCRETE SLAB AND I H AT 16' JI: PkOJEt_ ` `o - / ° -- - REINFORCING PER PLAN PER PLAN v °: 2'-0' 0010'[t' ° �� W/ �') 3/4' DIA i v 18 AND 6.N( INTO :LAB , V j �/ EX1 NCHORS `t /4 DOWEL x 6" AT 24' O C _ CIL r 1 1/2', TYP �� t� OVER /4 :ONTINUo1 vow fi • , • / 5" .AIN EMBED _ -- _ _ �u �"' o 'vim ° I GRADE., CONCRE TE, OR AC BEND OVER CONTIN /4 INTO TRASH U2 (COORDINATE WITH ARCH ) ENCLOSURE SLAB WHERE OCCURS FOR FOOTING _ TS COLUMN PER PLAN r +� SIZE AND REINF IE i ' TYPICAL SLAB AND n SEE PLAN. 2 TYPICAL tJ O.h • o0 RFIN[ t iNG PER v �< e ° io ' • 0 ltJ�-------- — BASE CONN -� , , c. PLAN RAD,US ° , PER 2/S3.1 O 1 (2) /4 CONT. . •I • • /[ d' +-- COMPACTED CRUSHED ROCK �� o V I SEE F01UNOATIUN PLAN * 12" 1 ^ ° ROD BRACING-- J �. EACH SIDE OF WALL -� E,- �� a A EDGE OF CONTINUOUS . I . *--__{ (2) L,/8' DIA EXPANSIlN r 2'-0" MADE X 12' DEEP CONTINUOUS r00TING (BEYOND) I REMIFORCEMENT PER NDE I ANCHORS 5' MIN EMBEDMENT ° q v ° FOOTING MATH (2) /5 BOTTOM I CONTINUOUS FOOTING SEE 3lNrOR FOR -- —0--. ,� • a a a� / F.jOTING SZE AND- MORE INrORMAT10h � v REINFORCEMFNT �1S2II:L i v PER PLAN I� h .............4 � 1 SLAB STEP FOOTING 2 COLUMN CONNECTION 3 THICKENED SLAB EDGE SEE ABOVE FJR � �,_ -f_ _jam ' -DOWEL TG MATCH VERTICAL WALL NOTE, 7 31 8 dw 1' _ -0 S31-2 dw 1 = 1 -0 ` 531-3 dw I --CI MORE INFORMATION �•�• .� REINrORCING PROVIDE 40d LAP _ SEE 3/51.0 FOR J. I ~.). q 3. 9 - TYPICAL. AND ALTERNATE BEND 1 -0 MORE INFORMATION '---- AT jkA(INC, 4 POST BASE CONNECTIONS CMU "SCREEN" WALL DETAIL 6 COLUMN AT CMU WALL i fr WALL 3 531-4 twq t ='170 J. S31-9 dwq t = 1 -0 C j 531-6 dwq 1 = t -0 JT 2X ST1JD SILL 2X STUD *AL- -`LATE W/ 5/8"DIA I PER -, N ///--- PER DE, POST AND EMBED REQUIREMENTS �. EXPANSION ANCHOR \ I / PER DETAIL 10/53 t / f✓I G � 4T 48" 0 C 3" MIN � -(2) /4 S Z j EMBEDMENT CONTINUOUS /---LANDING OR STAIRS - SEE PLAN 7 /4 I� ,klIJNTAL -- } EAR`; AT TCS - -- - -- - i G M I/ 1 L • PCST BY OTHERS j 1 _ `r RAD US ROL1Np POUTING SEE N�IES_ i ' -°—h Z FOOTING SCHEDULE FOR 1. SEE RE1:'.INItiG WALL SCHEDULE c _ SIZE AND REINFORCEMENT FOR ADDITICNAL INFORMATION u Y Y n PER ARCH, 2 SEE ARCHITECTURAL. CIVIL. ANL I RETAINING WALL AND FOOTING SCHEDULE (REFERENCE DETAIL 9/S3.1) 2' MIN GEOTECHNICAL FOR ADDITIONAL REOUIRMENTS MAX Q b. d RETAIN'NG A BARS 'B' BARS 'C' BARS D' BARS 'F_' BARS KEY 'w' T--- - -- Ht' WALL (HT FROM TO PTO) I_ 7 INTERIOR WALL AT SLAB Z 531-7A dwq e _ /� AT e� o C. �0 3_4. J. /3 TIE 'ER— B' BARS (HORIZONTAL) _I 4'-0' 3'-0' 6'-10' 2C' 10 )DOWELED INTO FTG) /5 AT /S AT /6 AT /6 AT 1'-6' 12' ® = CONC. l6' 0 C 16' O.0 a' 0 12' C.C. FOOTING ) T' /8 AT 16' O.0 TO TOP i SCHEDULE 'A' 9ARS (VERTICAL) x 1 / 0 0-0" 1'-6' S'-10' t6' 10` /6 AT 16` O.0 TO TOP /S AT /4 AT /6 AT /6 Al' ,LO' 12' 8 CONC. (DOWELED INTO FTG) 16' O.C. 16' C.C. 16' 0 C 12. O.C. L. BACKFILL WITH FREE- j W DRAINING ROCK COMPACTED CRUSHED ROCK —� n I ° J • I SIDEWALK - SEE ARCM � • PERFORATED dC��,�� DRAIN PIPE h EO_ I EU \ / f APPROVEDOFILLOTECH r oto. f X�� \ e S, -� �/�//�i NOTE`_• 1 SEE STRUCTURAL NOTES FOR MATERIAL SPECIFICATIONS +( y4c -'"COMPACTED FILL TYPICAL PER FOOTING SCHEDULE o \ : AT VERTICAL BAR SPLICES, PROVIDE LAP EOUAL TO 40 BAF DIAMETERS 7 — 3 CORNER BARS REWIRED AT RETAINING WALL CORNERS - SEE STRUC'URAL NOTES U O N. Y' MINIMUM NOTES' 4 SEE PLAN FOR ADCITIONAL INFORMATION 3" CLEAR 1 FOR GAURURAII POST INSERT • EMBED SEE DETAIL IO/S3.1 + • • r r � I o• I / •D' BARS f �--=-•i 'C' BARS J/ RACIus -� 8 FOOTING DETAIL -'E' BARS 1 CONCRETE STAIR DETAIL 3. 531-O dwq . 1 -D I . I 3 STAIR-I dwq 17777 1 -0 —_ ----- -- 4 WALL WIDTH w --- _ _- 1 PERMIT SET p' MARCH 22. 2000 NEW ROCKEPY WALL f 9 NORTH STAIR RETAINING WALL AND FOOTING - - _ 1 1 —NEW CONCRETE RETAINING WALL AND STAIRS =� 11 1 i -- r ~-• \ "'X 't --NEW RETAINING WALL FOOTING BELOW - RAILING, POST AND EXISTING 'KEYSTONE` RETAINING WALL - TO REMAIN SEARCH DRAWN(.'; FOR ? EMBED REQUIREMENTS ADDITIONAL INFORMATION PER DETAIL 10/53,1 WL.IIIlC Y=bv � � S3.1 _ HIM xr sur ma/tumm at pm-m 10 1 --- RAILING, POST ANC' EMBED REQUIREMENTS _ (�n2-1163/FAX(34 W-M •.,\ � � � I 53.1 I PER DETAIL 10/53.1 , — (2) N A� TOP BLOCK-OUT INSERT FOR HANDRAIL WITH �no�rcr } , I I (2) OPPOSING /3 TIES x C T I G A R D t U _ ---1 1/2" DIA. STANCARD PIPE RAILS `•\\• 1t� �' I 1t ` `,3.t � ' 6' CONCRETE WAIL WA11�1 TRIANGLE ! rte' ,`,•' 1 , I I � „ ��/4 EACH WAY AT 16' O.C. _ REMBOLD PROPERTIES, LLC .o I I •° cw d� R �` (2) M AT TOP 1/2- DIA POSTS AT 6'-0- 0 C MAX n ',-1 -� /4 Al 16' ON CENTER EACH WAY ` CONTOUR GHUUT TO DIRECT WATER AWAY �• �• �� -' I x N ---STA'R AND LANDING; FROM PIPE BLOC( OUT INSERT FOR 9' `•!� ( l� C1 I HANDRAIL_ WITH (2) OPPOSING /3 TIES x�- � a d d REINFORCING AND DOWELS t NEW STAIRS AND CURB 10 0 FREE DRAINING GRAVEL BACXFILL ,4 �" o w ["° �q e., a , a" PER DETAIL II/S31 S_ # -SLAB AND REINrORC'NG PER PLAN / i I S3.1 I i o Go W a —BEND REINFORCING INTO TURN DOWN , ' V PAVING OR GRADE DOWEL BARS TO MATCH VERTICAL REINFORCING PORTLAND. OREGON I SLAB EDGE MIN 6` OVER /4 t r �„ HORIZONTAL BAR — O PROVIDE MIM. 4pX DIA. I-AP AND P 1 --- (3) /5 LONGITUDINAL 17 I 1` 11 i 1 1/2' CL INTO FOOTING `RNAIE BEND w 1 1 I iv o' o. Y° a VARIES pro#No no �ROt• 3140-31 VARIES c er , i S 1.1 t �u a / / /�/�\ 0A To MAWHICH 2& SOW -/\1.�\ �p s• ' I • • '�\�\\�\\ \ `\ MV040" DA rR OI1M►1bN. 1 1/2' CL 1 1/2' CLR. �2 r ' i 111 �! 1 9 !�// //// .'' //�—•— ---- — ---- ;, �# \�\\j/��/// / / ~ '--UNDISTURBED EARTHCOMPACTEDLANDING PADS TO BE MIN. 4` CONCRETE WITH UOR J-- ---------1 /4 AT 12` O.C. EACH WAY OVER 6' COMPACTED \// I w • (2) /4 CONT. BOTTOM a' CRUSHED ROCK CRUSHED ROCK NOTE SEE ARCH DRAWINGS FOR -__ $04Wr TMLe 9 NOTE:: 1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION NIS i^ •w ACOITIONAL INFORMATION GU"nRAI(_ REQUIRED WHERE ••w s•w - • C,1 NfR I HEIGHT 'A* iS 2'-8' OR HICHER. 6' 8' 1'-0' Mat ; BUILDING 1111110899 I'-6` FOR 'Hr LESS THAN 3'-0' I 1'-6' MIN. FOUNDATION AND 3'-0' FOR 'Hr 3'-0` TO 4'-6` T-- SITE DETAILS• V� S E KM Jt 3 • 1 10 CURB RAIL DETAIL ff 12 PLAN -- NORTH EXTERIOR WALL 13 NEW RETAINING WALL SECTIONIr 14 SOUTH EXTERIOR S 1AIR SECTION '" '' """"° ' "'"" C 3. 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LAG SCREWS PRE-DRILLING REOUIRED) WANT SHEATHING AND NAILING PER PLAN Z 3 ` ROOF PLAN 2 x 6 PARAPET STLIDS AT 24" O.0 54'-� _ 54'-0` A 2 x BLOCKING FULL LENGTH 41r-O" 6'-.0' 3' TO PAR T 3 SEE A OOF SHEATHINQ AND NAILING PER PLAN 4'-0- PIER 4'-0' PIER -PARAPET F';AMING PER DETAIL 3/S4.0 + --------ROOF SHEATHING AND NAILING PER PLAN (USE FULL 4'-0 SHEET INDTHI 4' TYPICAL AT --- - CORNERS _ -0- PIERS, l�-A. ROOF BE AT SIMPSON 'LTT20B' 0 v ROOF JOIST (BEYOND) PER PLAN PSON A35 AT ENDS OF 2 x 4 PARAPET BRACE AT 24' OC WITH AT 2'-0" O.C. 1 8 11'- I 4 .( Of ALL SPACER TO SUB-PURLINS (4)- 16d TO EACH STUD AND A SIMPSON Q 1 2 x 6 SPACER 'TIGHT' BETWEEN VARIES,,W/ ROOF HS TO 4 x SUPPORT 0 PIER- ] ( I I I I I SNMPSON 'LSTA36' AT 0d 9 3. O.C. SPACED R/- INTO 7 2'-O' O.C. ACROSS 1:ORNER TIE RODS 0 � , � JOIST NAILER 4'- W I I----- I -FIRST br REE JOLTS �. �--3 x 6 BLOCKING BETWEEN JOISTS CONTINUOUS 4 a 4 SPANNING BETWEEN _ \ JOISTS YNTH (2) SIMPSON NGA10 s (ONE T. \�` SIMPSON A35 AT 16' U.C. __2 wB 8 BRACE EACH SIDE OF JOIST EACH FACE) AT BUTTING ENDS ATTACH �'-7 - f ` r - r r 1 - - 10911 �f-1 -11 1 4'-0' W,/ (4)- SDS 1/4- x 1 1/2' SCREWS TO i , -��-BEAM PER PLAN \ WITH MIN (11) ,Od INTO SPACER rl f 4 x AND (4)- 3/16' x 1 1/4" TITEN TO.F (3 / 0 .O. CMU f w \ Ij SCREWS TO JOIST NAILER (PER SIMPSON) $/ 17-4' r. T. .ry n -�y WAIL SHEATHING AND NAILING PER PLAN SIMPSON CS16 x 3'-0" AT JOIST %� i % �/- RIP ADDITIONAL 4x4 TO PROVIDE � o SOLID BLOCKINt,/NAILER BETWEEN 18 TO BEAM (CENTER ON ENO OF JOIST) JOISTS AND 'HGAIO' CONNECTIONS I'/' % % •i;f / ; / '/ Q _ 4 J ROOF JOISTS PER PLAN NTH SIMPSON � ~ �-�` _ � t � I _I� 4 -I 14'-8 1 2' / LUS FACE MOUNT HANGER _ ,� �--- SIMPSON C516 x 3'-0' AT BRACE ARI W , T1,-IT'T► 1T r _ l TO BEAM (WRAP BEHIND LEDGER) , - I VARIES --MIN. 2 ■ 6 LEDGER WITH (2) ROWS OF --SIMPSON HUS26 FACE MOUNT ,7� -_ --- �� 16.3 AT MIN 12' O C HANGER TO BOTTOM OF BEAM I FOR ADDITIONAL INFORMATION, / rR� *LOW MfOHANE , In NT CURBS TH D , -------SIMPSON LTT208 W/ 5/8' DIA THRU SEE DETAIL 1/S40 S , U AND SIMPSON Nd�,?i NOS, BULT AND LARGE WASHER AT EACH 2 IF BRACE OR SPACER WOOD TENDS HANOERS. TYR (2) UNITS co I / LOW ROOF SLOPE !, JOIST (24' O C) 77TO SPLIT, USE 1 112- MIN LK OR NTE- TO FOLLOW UPPER FOR BRAC.iNG REQUIREMENTS, FOR ADDITONAL INFORMATION, �-• -� -� LSL MATERIAL I I SEE DETAIL 4 SEE uE TAIL t/S4 0 1 A 14' 0' PIER ,0 n I ROOF SLOPE V A (�}-- - -- - SNOW DRIFT TYPICALAT PERIMETER OF UPPER ROOF Q TYPICA Al -- 1 ROOF FRAMING AT BEAM 2 BRACE AT JOIST AND BEAM 3 PARAPET BRACE/CRICKET 4'-0" PIEFS LION I 56-8 dwq 7 . 7-7 ^4, 56-9,dwq 1 1 -0 r 4. S6-LOA dwq 1w t�-OA 54.0 _4 SIM C10■15.3 CANOP'' Pd 25 PSF FRAMING, iY8 G I� I 17' 4' ! SEE DETAIL 8/56 0 � I u UY AC'E Wd 10FT CMU WALL PER PLAN BEAM PER PLAN ' PARAPET .54.0) JOIST LOADING DIAGRAMS 24'-0• x 1 TOW .1 - I 6, ' PARAPET BRACE/CRICKET y ; I MARK W MFR JOISTS AXIAL COAD � c{f DETAIL PER DETAIL 10/S6.0 ti 115 x 0'-7 1/2' (PLF) NO (TOP CHORD) I W/ (?)- 06 x 4'-0" I A706 bAPC I OCATE AT NQIL P-11 2K �._-_-_ - - C) A r I BOND BEAM OR PROVIDE SLOPE BEARING PLATE TO MATH {' RID04- LINE AT GRID D I 3' !' 3" 3" 3" I ADDITIONAL BOND BEAM Roof SLOPE (3/8' PER FOOT) ISLES BOTH DIRECTIONS) 3'-4" STEP IN ROOF, TYP' 16' t 2' REINF AT EMBED LOCATION 5' `� --- ' BUIL LNG n�n 1,9'-7r1 2' T 6 F W(TL/LL) 1 1 I 1 (3)- SIMPSON MST48 STRAPS ( 1 I 50K f-------- ----� y Ok Of , A -/ AT BEAM TO BEAM STRUT (6 Ok AT WALL) I ' i 1/4 - SLOPES MATH ROOF CONNECTION 1 17 NOMINAL SPAN = 47'-2" 5" } 16 - I P.ADDITIONAL POINT LOAD DUE TO WALL T 0 F °D 1 -- I \ I ANCHORAGE BRACING pn 1/4" x 6' ■ 2'-0" SIDE PLATES i WITH (6)- 3/4' DIA. A307 THRU - _ W(TL/LL) -y OOLTS o _n \ do --- --- -- 1_J� 200 30K (6 Ok Al WALL) 7S6-0 5 N NTS NOMINAL SPAN 46'-8" (56 0 PER ETNAILrp R9/56 GME SEE i ��- y i I 8 JOIST LOADING DIAGRAM 1 1/4 ,O I �-' -- I I � - FOR POINT LOADING TO s N O TTES; �`.____ JOISTS i -L^ 1 ) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND 1 ^�"�• ` I 1 F 1 / • _ MECHANICAL LOADS. In SPRINKLER BRANCH LOADS ARE iN THE UNIFORM DEAD LOAD N ROOF IATCM - KERtFY LO(:ATION, I "Y 1/4' SIDE PLATES W/ (2)- 3/4" DIA. 1 3 j FRAME V4N mIWVUMI 2X6 2 ) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD I AND $IMPSON S?6 2IGERS t III 1/2" THRU BOLTS OF 300 POUNDS LOCATED AT ANl POINT ON TOP CHORD. Ir ' I 3/4' BEARING PLATE ■ BEAM 1 1/2" 1 1/2" 3 ) JOISTS TO Bf- DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD a -LEDGER PER WIDTH + 1' OF 300 F 3UN0S LOCATED AT ANY PANEL POINT OF BOT10M CHORD. 3 r # + i DETAIL 7 j56 O ry 1/4" SIDE PI_ATE51 _ �� \ - (GRIDS B AI E) --T.S. COLUMN PER PLAN WITH (z)- 3/4' 1 4 ) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, - 3 ' 4 , 1 DIA. BOLTS UNLESS NOTED OTHERWISE AXIAL LOADS ARE ALLOWABLE STRESS VALUES. ZW i Lo W 0/ 1 ,� 1 4' IE BEAM/WALL 5 ) �J HAS ONE END SUPPORTED AT WALL, ONE END ON GLU-LAM BEAM. ~ In S 1 \r_ OH. .O.F. / / HAS BOTH ENDS SUPPORTED AT WALL. - - 1 4 3 4" BEARING PLATE x `fib I ��` d SE' BEAM WIDTH . t' 6 DIMENSIONS SHOWN ARE NOMINAL SEE PLAN AND DETAILS FOR BEARING I 1 \ 1- 1 SEE PLANS FOR REQUIREMENTS L ) �/ - AN `EC TION CMU REINF REQUIREMENTS 1 4 CONDITIONS a m I t8- 10 I >)5 TO CMU + ' T S COLUMN PER PLAN 7 ) ALL JOIST BEARING DEPTHS TO BE 3 3/4" UNLESS NOTED OTHERWISE. �' 1 PERMIT SET" 8 ) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER. _ __ _ - - -- - - -- - - - - - - ZO.W AAARCH 22, 2000 1 9 ) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. � - 1 -- t 4 BEAM AT WALL/INT. COLUMN 5 BEAM AT INT. COLUMN / PSON 56-114wq 1x 1�-Or 56-12.dw 1 . 1 -0 10 ) NO NET UPLIFT ON JOIST. 4,-0 r 4- 2'M0" OCLACROSS T / DBL,T2 x 6 HEADER AND TURN _ 4. !� 9 T.O.W' T O F SIMPSON 'LTT208' FIRS' IWO JOISTS (-� FRAMING AT SCUPPER (TYP. BOTH 11 ) SEF_ ROOF PLAN FOR ADDITIONAL SNOW DRIFT LOADING REQUIREMENTS. BASIC AT 2'-0" 0 C \56.0 - NON-DRIFTED SNOW LOADS ARE INCLUDED IN JOIST LOADING ENDS OF GRID 2) ■s ROOF NAILING SCHEDULE NAILING A BUILDING "A" ROOF FRAMING PLANOwl ZONE PLAN 993145-4ALL PANEL EDGES FIELD DESIGNATION 4 • �"� 3133 SF,IR1Y A1qu/I'2tm QI lTa1� 1 Toe 4 6" O.C. 10d 0 12" O.C. M0.NCt I 10d m 3 112" O.C. 10d 0 12" O c ROOF FRAMING NOTES: T I G A R Q NOTES: 1. NAILS TO BE 10d x 0.148 DIA. COMMON. 2. AT CONTRACTORS OPTION, SHEATHING NEED NOT BE STAGGERED. 1 ) DESIGN LOADS: ROOF LINE LOAD (SNOW) . 25 PSF + DRIFT WHERE OCCURS OSEE NOTE2) TRIANGLE 3. STAGGER NAILS SPACED AT 3" O.C. OR LESS. ROOF DEAD LOAD . 15 PSF ONO SPEED . 80 MPH EXP. B REMBOLD PROPERTIES, LLC SEISMIC ZONE - 3 2.) SNOW DRIFT LOADS ARE INDICATED ON PLAN Pd - MAX. SNOW DRIFT LOAD Wd - WIDTH OF SNOW DRIFT BASIC NON-DRIFTED SNOW LOADS ARE INCLUDED IN JOIST LOADING 3.) ROOF SHEATHING TO BE EXPOSURE 1, APA RATED 8' x 8' SHEATHING MINIMUM 19/32' THICKNESS WITH MINIMUM INDEX 32/16, ORIENT STRONG AXIS PERPENDICULAR TO PORTLAND, OREGON SUB-PURLINS. 4.) ROOF NAILING PER ROOF NAILING SCHEDULE. MOJfCf MO. �1S .l.�.y 5.) SUB-PURLINS AT SUB-DIAPHRAGMS (SEE PLAN) TO BE O.F. /2 3x6 AT 24" O.C. OLE NO NSA �•�` OTHER SUB-PURLINS TO BE D.F 42 2x6 AT 24' O.C., TYPICAL. U.ON. OA re • IMAOl1 0!. !0100 6.) X'-X" DESIGNATES ELEVATION OF TOP OF FRAMING (BOTTOM OF PLYWOOD) ABOVE SLAB xattrutow , &A to , OraowP►I v ON GRADE AT CANOPIES DESIGNATES TOP OF CANOPY CHANNEL. Q •4/25/2000 .ROOF HATCH X'-X' 7.) 1'a'W� DESIGNATES ELEVATION OF TOP OF WALL OR TOP OF PARAPET ABOVE SLAB ON GRADE, 8.) INTERPOLATE ROOF ELEVATIONS BETWEEN SPOT ELEVATIONS GIVEN. 9.) ------- INDICATES ROOF LEDGER. SEE DETAILS ® hes-�i. 10.) D.S. - IN0ICATES LOCATION OF DOWNSPOUT BELOW ��yy'' 1MttA 11.) PARAPETNIUR wALL EAIMIN 3. NANJNGTO BE FT�9E 10d AT 6�4 D.C.CA AT EDCE52AN0 1 RAO C AT '"' BUILDING Y AIF FRAMING MEMBERS (IN THE FlELD� ALL PANEL EDGES TO BE Sl1PPORTE� OR ANM ROC�E" FR '�V • it r. ry PLAN do b AfL.S 10 „hex s , �K +rr q � •i�. - d,., t '� ,� a • J.• - C . r. . � .t I �.. - ('•o , - r -_ - . ,. ;'' _ { _ . '.. �1-'., i 1� ♦• "„. 1, r a Y .� 'Y `. �,. a ',Id.,'r , •• ,l .�. �•'•r - . �' , fib, `b-. aa.(( � c -I,�• t t A I. a / r 7 •t i F t' -.I 301 Dartmouth S �• / � SW Oartmo I• v . r C .. , s t k .Twp•• t 1 \\ L �' ,. + YM rs' �' y„_ , r_ 'i4 t yam, � ��. -SIT 1 p T• -. r' 2 -00 f� \ 7f �� '11w ,. 000- P2000 6 '� ,:NI+ ,� �! �v - r' 00008 BU t � � I +r' _r •A 1. II rl . N1, I ' ^► r. 1' 3� '.� >' 3fl o! 44 c •,�'.• 1 •"rf1P -•Y o 'R r •r S �•, Y /r U �- . . r r �,• ♦. k "t.e.• 3 LEGIBILITY STRIP -0- 2 3 4 5 6 7 e 9 10 11 12 13 14 16 17 16 19 20 21 22 23 24 25 25 27 26 29 30 11 01 " CD �1�.LL11�11111J1111llll�Wll>J►�11}�1�Iltl)llltl)1X1111W!1.IJ11�.1111.111111111111�1IJLIII.llliJll�Il.cU.IJJ1�I.III.�.II-llIIIIIIl1II.�111Wi j11 111�1,� 111111,11.11111L11l1�1aLll.l1UILI_L 1L11111(jiW.)d11,11.U�i�l.] 0�' "I a _ ........... ..... .__. ..-,,.... ... .. ..., ..........r......-„v.,...,...r•.,.,..,...".,w...........-•-. , r r+nr. _ ..n... 'w'R'.•+r ue•�.w,r "+•w�•.wwwwt.e+.wwr•q! r+e,+"•.nm.wn«,i.w•¢.wu,.. v.•.-we+ Tn �..-... .. .... .. -.. :. - .,.,.w..r-w.,.r°,y+•_ro ....w„-... ,.v,.,i.,,r,.,,•...ww,MM1w�•A�M^yl�.•w• ,w•wrMVlr'JMMM•P7'•Vil'W+,Mwr•e• w•Twr.+,MN'>wM1'MIM+✓�,rMlw�'se+a'MM`IwMR•NMkrWwR•`loMa+yw + a•M, +M••w+grMb`.�n•n••++. .. ,q, n--uM,� .f fi•' I �MAhK i r'� -__� .._ ._ _ -_--•__ r__._-_-_� _ 4XID l'iAt, t'rFri� .'� ,.I ,;N ) I I , I I,', Y, tQ i .,b......w...-.....•...e....w".��...�+..._w«... .wrs•x..i. I } , } 5 (.'.+_:.L `f .'ES A' 'c' 1' L3 Uk .I 'Ka 14 1 - j i q•. � ,.1 ,,. �. . �i'r:INY,: k MAI►IS l�.+i(., r FUTURE GREENHOUSE BY OTHERS SEE ARCHITECTURAL DRAWINGS I FOR CANOPY REOl11REMENIS f � z J i , i 1 I Y ABLOCKING, FIRST (3) BAY; OFF OF CMU WALL DISE SIMPSON "Z2' Z CLIP, EACH END ,. 2 I1 1 14' Til/L65 AT 16" O.C. 15'-8' 14' TJ"/L65 AT 16- OC T 0� 1 (3) 3x6 17 -0. -- - -- -• _ 1 S� .;F. 5 1/8' 10 112* GL ,ti ? 5 1/8" ■ 10 112- Gt Y ? 3 3 ■ 6 �L }. I ox x- 6 4" 32' BELOW BELOW �� ,,'L. ..... _.� •. ., I + - TYP BEL OW --{ --BL 14- ` (S-64 So / » C i -- B O F 90x — RO 1 I S 1/6" x 19 1/2' GL 5 1 8 . 10 1 2 GL /8- , '101/2" G11111"177 1,7 r VTOF ' ter w ROOF NAILING SCHEDULE �k�trillFP.ME�3.C^h NAILIWj 1 ZONE PLAN r '4 T-0 �'• .� 1 r ALL PANEL EDGES FIELD ' BELOW CESIGNATION n + ` m FIC I 8LD' a' i 10d O 6" 0 C 101 O 12. �'C . r �JCiF ~ •'ARL. ul 'Al' �� r:)R' 14(Ar.,N( BUILDING "B" 10c O 3 1/2. 0 C 10d O 12" 0 C 56 1 BELOW T�'P IOd l0 2 1/2" C C. 10d O 12" D C �+ 4 3x6 �5- 6 1/ NOTES t NAILS TC BE 10d COMMON W/ 0 148 IN DIA 4 561 Iw 2 AT CONTRACTORS OPTION, SHEATHING NEED NOT BE STAGGERED r - 3 STAGGER NAILS SPACED AT 3" 0 C OR LESS � • r 4 MIN 3x REQUIRED WHERE NAILS ARE SPACED 3" U C OR LESS ' X �S x v. . O t �OP1 N '0 x m 1� , ^ " Z F BI.VW) 55I BELOW TO F• BELOW BEI 0W ( ; P E R M I T S E T '7 21'-8" �61) �1'-8- / 0�- MARCH 22. 20W {3)3x6 5 1/8- X 9- GL ROOF FRAMING NOTES: 1-- Box _ ---- _ --- SIMPSON r--- 14 1 ) a�---• • - DESIGN LOADS. _� = -�►-= "LSTA18" 7 1 i ROOF LINE LOAD ;SNOW) - 25 PSF + DRIFT WHERE OCCURS (SEF. NOTE2) �'- (4) PLACES 56 , BELOW ROOF DEAD '.OAD - 15 PSF - "• I 4 ( a. A t ! 5 WIND SPEED - 80 MPH EXP B --�� -_��►=�-- r ..�,�..... ..........-...r i ._..,y...,.., I SEISMIC ZONE .. 3 BELOW 2) SNOW DRIFT LOADS ARE INDICATED ON PLAN X I Pd - MAX SNOW DRIFT LOAD, IN ADDITION TO SNOW LOAD. -f--�.�.-��.► - ■ . ' f W LFT TYP. .I 0 - Wd - WIDTH OF SNOW DRIFT • I ._ 1 1 SNOW OR I I n BASIC NON-DRIFTED SNOW LOADS ARE INCLUDED IN JOIST LOADING ALONG GRID AND , I - ---_ E •; I �y I g 1 " 3.) ROOF SHEATHING FOR BLDG C TO BE EXPOSURE 1, APA RATED 8' ■ 8' S14FATHING i- BELOW W o MINIMUM 19/32- THICKNESS WITH MINIMUM INDEX 3 /16 ORIENT STRrN1G AXIS WALL Il E 0 PERPENDIC LAR TO SUB-PURLINS FOR BLDG B, 4� X 8' SHEATHING OPTIONAL, �J� consLmkv `r i� AND ORIENT PERPENDICULAR TO J01,T5 3157 It(0117 AV= I PGMMa a IM-M /• j - - _ _... i I 4 ) ROOF NAILING PER ROOF NAILING SCHEDULE. �' I FAX i Wd 14.6FT. 14 BELOW - IrlO'- ; 5.) SUB-PURLINS FOR BLDG C AT SUB-DIAPHRAGMS (SEE PLAN) TO BE OF /2 3x6 — 56.1 - AT 24' O.0 OTHER SUB-PURLINS TO BE D.F. /2 2x6 AT 24' O.C., TYPICAL, U.ON BOX r- Pmo.rat r 23- x'-x" T.O.W 6.) DESIGNATES ELEVATION OF TOP OF FRAMING (TOP OF PLYWOOD FOR BUILDING "B', TIGARD AND BOTTOM OF PLYWOOD FOR WILDING 'C') ABOVE SLAB ON GRADE AT CANOPIES OESIGHNATFS TOP OF CANG'PY CHANNEL. VERIFY WITH ARCHITECTURAL TRIANGLE • - `t - 1 i L 4 7.) x yy- DESIGNATES ELEVATION OF TOP OF 1-AL,L OR TOP OF PARAPET ABOVE SLAB T6�\ REMBOW PROPERTIES. LLC `561 ON GRADE VERIFY WITH ARCHITECTURAL. 3 j �. BELOW ' err f 8.) INTERPOLATE ROOF ELEVATIONS BETWEEN SPOT ELEVATIONS GIVEN. ------ { I ; .;,+ i ;/ --'---• - _ �" --�"� �. ,,� -. BELOW 9.) INDICATES ROOF LEDGER. SEE DETAILS ON PLAN. , S\✓ \ 10.) ---- INDICATES GIRDER BLOCKING. SEE DETAIL. 2/S6 0 1 I BELoW PORTLAND, OREGON „ x X : n 11.) D.S. - INDICATES LOCATION OF DOWNSPOUT BELOW. 1 �' 0. - 4- •. I I / '� 'm m BOX 12.) INDICATES ENTRY HEADER PER 14/58.1. BUILDING "B" .� > ,�. + I / , I / �'' J _•__ - n i INDICATES FULL HEIGHT HEADER SUPPORT. XX INDICATES NUMBER OF 2X8 STUDS, MIN. Fm.#NO 003140-A„41a0 5 0�re , MAFWH !!. =000 BELOW BELOWbL/ wwroNa DA TE otstwrr,av, f14 X 1 - I , \r y:. �:'. ..'�i"- '-�-'.• J1 y ; ; Av' �d /•'1' I 4 ,j ,{ y �'-*\ .. .. �.xr' �•,,,�' I. ��. \ \SAT Al I �. �♦ '•.�Mn•"_r_ ...+a—_ �._ ._. _ ,_.L_..� _ ♦J•Li' a_.. •a.i�_�1_.'•_.•.d-�y-. r_ ` `\ L4 G .•,I• • `� :: '' ` �' \ ,•_4 0.1 T W ��. L,.c;/ 9 GL T :h.0 ; I l�-_ T `v 4f'Q ',4 1''-tT' W ! 1 1 ?t. ' �,r ��r Via_ Jy� _t 14; _ ... ._.- -- 9 SES E. KNIJ It 0 ' - f'.L,. �1t, . 15. I.AN-><' ;RAA+INIi 11PICAL -01 BUILDING Ic A BUILDING B ROOF FRAMING PLAN 3O r ♦ I .('•� JAI SF.F ',ETAII 8/.+6 FOR APOITI�NIAL INIFORMArt1N ROOF FRAMING 5. 99314S-5 - �� PLAN NOTE: SEE SHEET S5.1 FOR BUILDING 'C' ROOF FRAt111N0 PLAN. to -8• 3J�-0� L0_�0�__-.._....-_ iurtMr. , S - 590 VLMK PLOT DATE 3/22/2000 14:X6.21 9" + • 7301 SW Dartmouth Slr. SIT 2000.00008.BUP2000-OOMI 3901 44 ((� r ,�:,�yti�M,.,.. ... _ _r..�..w..,,..,. .. LEGIBILITY STRIP C 2 3 4 5 6 7 B 9 0 I 2 13 14 I'8 17 IB 19 20 21 22 23 24 25 26 27 2e 29 30 CDZI I I Of 4 p' b .0N111 I.a ��Wa1J1a�I.iJ1Ji1 J ISI�iI�WX111!WJjJ1JJ)Jal.l��lVIIIllIIIJV III�II ILII II i III IIIIIIIII I II11111.).!1II.�.IiJ.li11 �W w1Lwj1a11w.1b.IJ.IIJ. .I.,.lt1J�JJ1iLI. IWtlJ�il�aliJa1J�11J.11l.�la.lJ�Jlalel �z 4 r r Ak GIRDER LOADING DIAGRAMS MARK P d GIRDERS AXIAL LOAD ! I (TYPE) (KIPS) (IN.) (TOP CHORD) 44 P P P P 16 K 36 7 50•0k r j I 5 EQUAL SPACES AT B'-0" O.0 6 Ok AT WALL) II I NOMINAL SPAN - 38'--8' 1 �I I I �J 44 P P P P 1 I @ 16 K 36 7 50Ok 5 EQUAL SPACES AT P'--0' O.0 NOMINAL SPAN = 40'-0' NOTES, 1 ) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND 1 3 4 MECHANICALLOADS SPRINKLER BRANCH LOADS ARE IN THE UNIF(,*M DEAD LOAD I 2 1) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD. 39 - i --�-- 40'-0" 39'_4" ^� i 3 ) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS I , Or 3UO POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. I 4 ) ,AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH KNIFE PLATES + BEIWEEN TOP CHORDS UNLESS OTHERWISE NOTED (SEE DETAIL -/S-4). I �Tj AXIAL LOADS ARE ALLOWABLE STRESS VALUES. SUB-DiAF_H_NAGM SUB-DIAPHRAM (SEE ROC.F FRAMING NOTE 5) (SEE ROOF FIR MINu NOTE 5) (ZONE ul) ----- I `a i (�ANU(DrrAVE ONE END SUPPORTED AT WALL PANEL. (ZONE uI) I 6 ) DIMENSIONS SHOWN ARE NOMINAL SEE PLAN AND DETAILS FOR I 1 SEARING CONDITIONS IMPSON J TT20B AT S-0" O '�TT20B' AT i 7 ALL GIRDER BEARING DEPTHS TO BE 6" UNLESS NOTrD OTHERWISE 2'-0" _i f TYP BOTH 2'-0" 0 C TYP BOTH j I ) SIDE SIDES Ii 8 ) WEB CONFIGUkATION IS AT DISCRETION OF MANUFACTURER SIMPS N 'l STA 36' AT � SIMPSON �STA35' AT F 1'-0" C ACROSS 2'-0' O C ACROSS ) GIRDER BRACING IS Al DISCRETION OF MANUFACTURER. K START PANELFIRST JOISTS THIS FIRST 3 JOISTS THIS L AYCAJT- (EAST) SIDE 1 10 ) NO NET UPLIFT FORCES ON GIRDER i (EAST SIDE 18'-Is 1 \ 19'-7 1 2" 18'-11 1 56.0 T O F. LO.F. N J ----------- --- ' - - - - - - -- - - - - .-. -1_--- _ - DS 11 ) SEE ROOF PLAN F0� ACiOiT10NAL SNOW DRIFT LOADING REOUIREMENTS BA I r, �J - - - - - - NON-DRIFTING SNOW LOADS ARE INCLUDED IN GIRDER LOADING 1 1Y 19 - , 0 F � l ; c 1{` JOIST LOADING DIAGRAMS MARK W M R AXIAL, LOAD (PLF) NU. u JOISTS (TOP cNoRo) I W(TL,/LL)3201 11 Ok 6 Ok AT WALL) iL NOMINAL SPAN � �i• I Y-r-• � *(TL/LL) a r---- - O 4 1U 2� �t y (2) 20 321_H 11 Ok A j2Od , , -' ' i NI MINAL SPAN 48'-8' , (`) - t I ;- 200 32LH 1' Ok I. . _ I 6,0k AT WALL) a. NOMINAL SPAN 47'-4" W(TL/LL) . F. �•- � � (4 I � 32LH �^ -� 11.Ok -` - ffO (6 Ok AT WALL) NOMINAL SPAN . 46'-0" s J 36 J3 Std OK O) 36 G 5N 1 OK I .0'• N O TES. u _ 36.0 SN .1s.Q 1 ) CONCENTRATED LOADS rOP ANL BOT70M CHORD ARE FOR Sc INKLR MAIN', AND _ --� ROOF NAILING SCHEDULE MECHANICAL LOADS SNkINKLER BRANCH LOADS ARE IN THE UNIFORM DEAL LOAD SG 0 I 4 ; veil 2 1 JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 3 58.0 . . NAIIIN GF 3C�0 POUNDS LOCATED AT ANY POINT ON TOP CHORD Pt.AN $60 , I ZONE GESI,NATION 3 ) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD ALL PAN.L EDGE) FIE_0 OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD 4 ) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, 1 BUILDING nC" UNLESS NOTED OTHERWISE. AXIAL LOADS ARE ALLOWABLE STRESS VALUES. IOd O 6" OC lOd O 12" OC 5.) C),�,AND(4 HAVE ONE END SUPPORTED AT WALL PANEL. • ' 6 ) DIMENSIONS SHOWN ARE NOMINAL SEE PLAN AND DETAILS FOR REARING cl I 10G O 3 1/2" O.C. 10d O 12" :'C CONDITIONS. • ' , . — 7 ) ALL JOIST BEARING DEPTHS TO BE 3 3/4" UNLESS NOTED OTHERWISE. uI 19d O 2 1/2" CC 10d 0 12" O C 8.) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER. ~Ir I 0 G • rt~ 9 ) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. I �. 0 ►, ---I NOTES 1 NAILS TC 9E IOd COMMON W,' 0148 IN DIA (, 0 2 AT CONTRACTORS OP'ION, SHEATHING NEEC NOT BE S'AGGERED 10.) NO NET UPLIFT ON JOIST ! STAGGER NAILS SDACED AT 3" 0 C. OR LESS �' • ' ' , I, �r 11 ) SEE ROOF PLAN FOR ADDITIONAL SNOW DRIFT LOADING REQUIREMENTS BASIC I 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 AT PERIMETER Of tl UPPER ROOF ) F� ERMIT SET i T 1 , MARCH 22, 2000 � ,TAIII-2/; ROOF FRAMING NOTES: _--__---- 22'-0 1/2* i •-T -- -- _ • � v �' r, , 1 1 DESIGN LOADS (SNOW) - P DRIFT ERE OCCURS (SEE NO E )ROOF OC '54 � B 44 G 5N 1 .OKAD W = 25 PSF MPH EXP H WID SD EEDL EAD 0 80 D (SN wH _ r 2 SEISMIC ZONE 3 ---+ --�M I. 4 ;r; r I - p 2.) SNOW DRIFT LOADS ARE INDICATED ON PLAN .moi-.r�� I 56.0 T 0 F - MAX. SNOW DRIFT LOAD, IN ADDITION TO SNOW LOAD =-- Pd ` 3 56.0 I 7 i Wd - WIDTH OF SNOW DRIFT ir 56.0 BASIC NON-DRIFTED SNOW LOADS ARE INCLUDED IN JOIST LOADING - !S r 3.) ROOF SHEAT14ING FOR BLDG C TO BE EXPOSURE 1, APA RATED 8' x 8' SHEATHING py; k ti MINIMUM 19x32" THICKNESS WITH MINIMUM INDEX 32/16 ORIENT STRONG AXIS �� p+�,� � GIRDER BLOCKING " ' • ' ' + +� PERPENDICULAR TO SUB-PURLINS FOR BLDG B. 4' X 8' SHEATHING OPTIONAL, `•^'•""""'r PER DETAIL 2/S6 0 AND ORIENT DERPENDICULAR TO JOISTS JW Sl TELLY AWK/PWAM W IM-M 6-1 " !.'12-M FAX IWW K x, � y ;�•/;•. -- 7 .^-.� 4,) ROOF NAILING PER ROOF NAILING SCHEDULE. � � I� • r 5.) SUB-PURLINS FOR BLDG C AT SUB-DIAPHRAGMS (SEE PLAN) TO BE D F /2 3x6 y AT 24" O.0 OTHER SUB-PURLINS TO BE D F. /2 2x6 AT 24" O.C., TYPICAL, U.O.N. rwoJtcr D _ X'-X' °p oo b r� ,"f`� '` '�y ) TI } , 6 ) DESIGNATES ELEVATION OF TOP OF FRAMING (TOP OF PLYWOOD FOR BUILDING "B-, T I GAR D t 0 `r '✓ .�; Y�'''y x`,' .',. ---.-----.�1-- - --•-- - --A:.-..._�._.._..� I AND BOTTOM OF PLYWOOD FOR BULDING "C') ABOVE SLAB ON GRADE. AT A ' �' rCANOPIES DESIGHNATES OP CANOPY CHANNEL. VERIFY WITH ARCHITECTURAL $ .d T rX F r 4 ) X_X- T Uf E r. ' I N - 1 -f• .._;,. r� r{ �„/• �'".r _.. I 7. {�,y DESIGNATES ELEVAIION OF TOP OF WALL OR TOP OF PARAPET ABOVE SLAB TRIANGLE ON GRADE VERIFY WITH ARCHITECTURAL. REMBOLD PROPERTIES i LLC 8 ) INTERPOLATE ROOF ELEVATIONS BETWEEN SPOT ELEVATIONS GIVEN. po 3 v'' r /x r X-" �' � ' ` w I �'� 9.) - INDICATES ROOF LEDGER. SEE DETAILS ON PLAN% / /R•o . ' /' ;. / / ' i'/ '' • 1� •I •r •r /'ate ' Y 'r ' / r ��• ,'' % / / ,• /' ',' j' '�� :_v`r; *; ` !'' 1 ,0) —� INDICATES GIRDER BLOCKING, SEE DETAIL 2/S6.0. 0 0 / - „" it.) 0 S INDICATES LOCATION OF DOWNSPOUT BELOW. PORTLAND, OREGON r' BOX 12.) �.�- INDICATES ENTRY HEADER PER 14/56.1, MOJIcr NO NOta 13. INDICATES FULL HEIGHT HEADER SUPPORT.,k' ,i• / / i // /'� • i ��,�, ,� %% INDICATES I X MIN. rt[wo ) �•x- ORT. D CATE5 NLMBER OF 2 6 STUDS, Ni1�0-01.�r� N 23'-3 1 n�' \ x`� K // / 1 f / / i / '�� v'/' / // % //� Y \ Xy` �l r Y-3 112- Dorf MAIM" m 1000 \ /' •! //%,,f; ;, .' /fi /i '///, i /,'/ /, // /� J, / `� -K, �., ;` I I ' wl v,f9DM! DA f[ DfILNI,rtlM , r TOF n 4'=A. W. I 4 v � �/ - 11t r_ / - - _ --- W, 4-8. i 0.W. - 5 } w 8462 0. _ _-------_--- -_-_--- I 23'-4 1 - 7'-4' �— -- 5• T-4" 4'-8" E T.O.F. `� T.O.F. ,0.F. _. T-4• W. 8.0 T.O.W. ORX�enl rwgr rirLD . . . '- _.. sE. xN BUILDING T.O.F. - 11 -0 ;h A BUILDING "C" ROOF FRA sKR�-50-°i C10 x ,s.3 CANOPY FRAMING TYPICAL. T.O.F. MING KLAN �M SEE DETAIL, 8/86.0 FOR AEOITIONAL INFORMATION " 5 ROOF FRAMING 14 - T - PLAN L NOTE: SEE SHEEN 53.0 FOR BUILDING 'B' ROOF FR "314S-5 PLAN, �-o �• ao'-o' _ 1a'-a• ao'-o' zo'-o' "wr No S - 5 . 1 YOM( PLOT DATES: 3/22/2000 14:4214 KRS ,. 7301 SW Dartmouth Std w SIT 2000-00008,SUP2000-0`,04 40 of 44 i c:m LEGIBILITY STRIP 0 I 2 3 4 5 6 7 N 9 10 11 12 3 in 1F; y 19 20 21 22 23 24 25 26 27 28 29 ;o iCmm•I Cm C Dr LI I I CI HON I o IOd q 4 r� b Lal tLl�l,�l,lh1�J lJll>J>liW�Wll ll1 Gl ll I1�1�Ll.l llll.l•�-I 111 (I I-�,I)Ill 11 tl.1 l.1 1.;1 11.1 h I�l ITl.I I I I I I I l I l I I lI I(I J III I)1111 hl L)�1J I Ll lLl�1:a11 ilJ l ILLI Il�. tJ�lllll�.11l 11��11�1�11111.�LI L�-I1l oz > � ,....,,.w•m.w,n»..tiw,ww.,,,wr,.Mm""►x""'41sT*T"*•.rWM..!n!'M•s+w+• AWww.�.�nMv+.»,. ..-r+n ., ...,.,rvti1MM ' ,", M,4Rw+nr*waMMMM+7rn•.M,Me!In,xne.*.NM:Mu•7`+7•Cr,'Mar.*••vww�wgr,+».:.,,;•r...,'yy�,tiaq-.•.,..,.-,-.,,-.._..-.,.-... ...,,. , •�I J T1(PECAL CMU WALL PER PLAN LEDGER PER DETAIL 7/56 SUBPURI_IN PER ---- - GIRDER W/ SIMF,UN NAILER SEE ROER BLOCKING PER DETAIL 2/56 R 7 ERECTKIN STUD, IF REO'0, WELDED TO PLATE -PLYWOOD SHEATHING HANGER PER DETAIL 7/S-6 S-6 PER PLAN (NOT SHOMM IN PLAN) 3/16 ROOF SHEATHING KNIFEPLATE CENTER AT SPLICE J/16 2" 1 3/49 NAILER PLATE - $EEPER PLAN / 314' PLATE r 6 x 1'-0" W/ (2) 3/4" DIA. x j-STAG�;ER PLATES �' S-6 6 NELSON STUDS AT 6' O.C. BY 2. 1/4 1 1/Z'\EACH END �• % SUB-PURLIN 1 1/4-- ; ROOF SHEATHING PER PLAN 2" 3 3/4' 6 r 6 BLOCKING _ _ (ALy )l -RIFY W/ MFR J \4 4 ! DOUBLE ROW DIAPHRAGM �` - - ----� �- EDGE NAILING - SPACING PER PLAN o a x----3/4" t GROUT AS RE C, FGR GIRDERS 8" \\ j i / ✓ TVP BEARING MIN JOIST -- ---_-�..-- _ 1 4' \ J ' I 3 3/4' VERIFY EACH i • ^�. PER PLAN -PILASTER PER DETAIL '2/530 rr11M -- -- - WI1H MANUFA'=TUR R 1/a 4 MIN END ,. (!J-/3 TIES AT TOP — - - - - --- --_--=- - / w RUN TYpICA_ BOND BEAM VERIFY W SUPPLIER ! 3/4" r 13" BEAR-NG PLATE 1� REINFORCING THRU PILASTER -• ---�- JOIST PER PtAN -- -- W/(2) 3/4" DIA. ERECTIL44 BOLTS (3) 1/2" r 4"� EACH GRDEF a !/4� 1 a rE �(\ LAG SCREWS \� r Z a �` PLATE 2"x (CHORD SPACE-1/8")x <j 0'-12" (VERIFY CHORD SPACE 4 1 ` WIDTH W/ SUPPUER) COLUMN Z 1' ' I ^- ♦" 4' ---- -_ T S COMN PER PUN ry / �_ ` ! '- -WkDER PER FLAN STEEL GIRUER PEH FLAN STEEL GIRDER PER PLAN f----- --- - -- ----- DO NGT WELD Iwo 60,,Tr1M rHOFD \3/4' STABILIZER PLATE ■ 6" ■ 6' TO STAB U1Ek ) PLA TE 16 PLAN 1 STEEL GIRDER AT PILASTER _ GIRDER SUB—DIAPHRAGM BLOCKING 3 STEEL JOISTS AT GIRDER �` q 4 STEEL GIRDER AT "ir.J. COL. � �,F 01 �. , � i -0 b C Jdrowirtq 99080 54-4A dwg 1,) t -J � C .Odrawlnq,,99080\S4-x_ dwq + 1 O r � `� Odr:wmq' 0 -3-dog 1 . 1 0 /2 1/2 CLEVIS WNTI- I- DIA PIN (BOTH ENDS) I 2)- 3/4" DIA ■ 4" NE.SON STUDS EACH SIDE `l 2.2• 3/8" PLATE BRAr_KET w b__ _ 1�-�•► "-3/4` DIA A36 ROO EMBED WITH HOLE I ��— I i n WITH THREADED LNDS C12x20J rt 2'-6"" FOR 1" DIA PIN • �' - 1 i 4 __ - --TYPICA, HORIZONTAL BOND BEAM /4 r 6'-0' IN ' e v J • CROOK OF BENT PRE:SURC TREATED TPP PLATE P T. 3 x 6 LEDGER BE TWEEN JOISTS W, (4) - 3/4" DIA A706 BARS — r EMBEDDED -BOLTS (MIN. S 1/2` 3/9 / AT 48- OC A EMBEUDEC J-HOLT - / 1 4 \ (4)- 05 ■ 2'-8" EMBED) HOOKED AROUND AODIIIDIIIA: CBx,t S r t -4" - A706 BARS AT 112" bACK PLATE , 8' -' N HORIZONTAL BAR 6" O.C. CENTERED - MU wAll PEP PLAN -- - --- -- 1/2' PLATE H x 4'-0" T IN CMU CELLS r:r CROOK 0f BENT W' SIMPSON "LSTA" PER PLAN. 1 A706 BARS -TYPICAL HORIZONTAL SEE PLAN CDR SIZE ANC LOCATION, (2)- 04 x 2' 0"- BOND BEAM INSTALL SMEATHIN, NAILING BEFORE A706 BARS AT STRAP TIE. �- PROVIDE SIMPS,'N 'LTT" WALL TIE PER PLAN ( A i 3/167— i R' OC CENTERED S 16 WITH ANCHOR BOLTS AT 2'-0" OC T� IN CMU CELLS 3i 16 TYPE 'B' EMBED I ! #4x4'-O' LS x 0 w 7/16 x 0'-10" tMT1f' S " -- -T�-r-T• 1/4' STIFFENER PLATE 91 - �• EMBED TYPE 'A" -• �- + j__�_ Pf,k DETAIL G/56 0ERECTION BOLT'S PER TYPE 'A' EMWIDTH TO j JOIST MANUFACTURER BED SIMPSON 1 3/4' LSL OR LVL NAILER,`\ HANGER ,HF26N' MATCH JOIST WIDTH ' - 3/6` PLATE BRACKET EMBED yMITI- ' TO CANOPY FRAME COPE PLATT i 1 4 1 i } (2) 3/4" DIA A32- METAL BOLTS �• sue-PURLIN - SEE PLAN - CMU PILASTER - (INSIDE MASONRY) FOR GJNN -INSTALL PI YWOOD NAILING PER PLAN TO CHANNEL LEDGER BOLTS - �--4 It 6 P LEDGER Wj 3/4" (SHOWN L)ASHED) BEFORE B ) (CMU WALL/ ,._ 6" 10 4" J-BOLTS (MIN. 5 1/2 EMBED) STRAP TIE .INTEL AT SIM I PROVIDE HOLES AS REQUIRED -}- - FOR CONT. LINTEL BOND 1 1 f'I AT 24' O.C. HOOKED AROUND BEAM REINFOR_!NC - l ADDITIONAL 04 HORIZONTAL BAR30 A _ • ; 774 OPEN WEB STEEL JOISTS SPACED PER F'FAN 3 SIDES Q W/ 014 GRADE 5 WOOD SCREWS x 1 1,'4" SEE I� 1 1/2' 1/4 x L- . I _ AT 36' 0 C BOTH SIDES OF TOP "HORD /(o' ARCH EQUAL EQUAL EAUAI 1'_ " (STAGGERED AT 18' OC TO TOP NAILER 1'_ ./`L L rPER PLAN L CONTRACTOR TO TAKE CARE �I� - _ i 11/2' PLAN-�FrJdf PLAN VIEW C (2) 3/4' DIA PLACING ANCHOR BOLTS FOR i I CORRECT STRAP ALIGNMENT, 1 It 4' NELSON 1- 1 _4" TYPE 'A' EMBED TYPE 'B' EMBED ,o x 15.3 PERIMETER I _� STUDS EACH SIDE ---� 1 1/2" 2 1/2" CHANNEL 1/2" BACK PLATE x 6' ( c �- _ -- `� JOIST AT CMU WALL 6 EMBED DETAIL 7 w s(-s awq 1 . 1 _ 6 SUB— PURLIN AT CMU WALL -� SF--fi dwq 3 4 � -0 '�) S6-7 dwq 1 l'-0 3/16 - --- - - ----- ----_ I14 SEE ARCH FOR ADDITIONAL REQUIREMENTS f , 3/1 PERMIT R M I T � E T J 2 AT SIMILAR CONDITION WITHOUT PILASTER, --�� RCN 22, 2000 MODIFY EMBED LENGTHS FOR 8- WALL/LINTEL THICKNESS WITH (1) STUD EACH SIDE OF PLATE - -- n AT CENTER OF WALL, PROVIDE ADDITIONAL WALL C1 _ REINFORCING AS SHOWN -- -—` �-a 4 �•�- UA—#T YP CIFPPFR IMPEL' Z 3/15 -+��•�i►----- ——+� 1 5 AT 8" 0 C FOR \ --i \ 6) Cf.LlS FULL �1 HEIGF-T OF LINTEL •`--ISI- #4 it 4'-C" HORII TYP. -- - POND BEAM AT EMBED COARSE I 1/2" CLEVIS FLATFS --- - - -- PER DETAIL 8B/SF 111 3 AT BUILDING "A' CORNER CONDITCIN PROVIDE T A�+ El t♦ ADD17ICNJAL UPPER EMBEDS FOR (2) ADDITIONAL CANOPY ;.T ; ANNED 11E RODS BEND PLATE ANGLE OUTSIDE OF CMU PER KLAN jw 11L 45 REOU REO (503)212-4463 /FAX 2*-M � — p�.--_----_ PnOJ<C� 1 :� �I CANOPY FRAMING TIARD S6-13 dwq TRIANGLE C, ( -i q REMBOLD PROPERTIES, LLC PORTLAND. OREGON 0000nc• Nn BfO� PTL/NO „M�•• A[Y1l,ONS OA rf Of11M►/'IDN 6482 4' "t r r rL t BUILDINGS "A"43c"C" ROOF vIa�, K� FRAMING DETAILS F-7`ip &-so-OI so"rNo. , S ter' 6 w 0 2 01 DATES 3/22 3/22/2000 11:11.17 KR'S 7301 SW Dartmouth Sir SIT 2000-00008,BUP2000 00104 r - 41 of 44 LEGIBILITY STRIP o, .m 1 2 3 4 5 8 7 e 9 10 11 12 13 14 I N 19 20 21 22 2 3 24 25 26 27 28 29 3 ZI it O1 9 y MONI x IOL ILL] ►1.I1�1�1.�I di W.1-1 LI d;.lill�IJ.11(I.�1).1 i11l.i!LlL�ia 11�1tllllllJ IJ I.�d�.I!1)11111 I.I.11.I.I�I.I.iJ.i lI l�I_i I�1 i.l�U�J I Il i I II!I111)IiLi.I��J�I Ll.i 11.11 I.I I.L!11.I I.i-1 tJ,�I)-I(I(.I Ll I f)l��l�I(1(1.�tll.li I��1�lI lI I aLlG1a 1J�a 1 _ i ,.. a.yw..+w esnn4r•1'M+rMw++n+nw.M(f,nw. ,..,.. ....,....n.,«.v,...wYaM+r«w..-,.,.....wnwplM�rn:,.+TnT+`..1".sa.r.+awr.•+rn .......,,.-,,,T.. ..... ..; J 1 DIAPHRAGM----.--____ r L8x4x3/4xCONT EDGE NAILING L8x4x.3j4xCONT W/ 3/4• DIA. W/ 3/4" DIA DIAPHRAGM- EXPANSION ANCH3R ROOF DIAPHRAM NAILING- PER PLAN / EXPANSION ANCHOR EDGE NAILING 48' O C MAX. 5' PER PLAN AT ON EACH TJ JOIST - 2X VERT STUD ' 32" 0 C. MAX• 5" EMBEDMENT ALIGN PER PLAN PT 4x4 LEDGER — EMBEDMENT ALIGN W/ FLOOR JOIST ROOF SHEATHING- WALL PER PLAN - SIMPSON- - W/ LOOR JOIST PT 4x4 LEDGER 2X BLOCKING AT 16d NAILS "LTT20B" ROOF DIAPHRAM (2) 2X SILL PLATE ROOFGHAPHRAM NAILING 31" CC S•MPSON BETWEEN EACH °�° PSR PLAN -.-2x BLOCKING FLOOR 2X VERT - LTT20B" - - ROOI- SHEATHING - SHEA7HING --BOND BEAM 48' O.0 PER PLAN PER PLAN REINFORCEMENT �f� ' '' AT LEDGER FLOOR J - ti -1X STUD WALL /-5 1/8' GL BEAM 4� rf r OF AR WALL NAILING SHEATHING �' - BEAM PER PLAN PER PLAN ' PER PLAN 2 1/2" g• CMU WALI. AND PER PLAN REOINDFORCEMENT REINFORC'NG / I SIMPSON "A5. EACH WALL SHEATH N6 r 2■ FLAT PER PLAN WEB ---� 2 1/2" 5 A7 LEDGER SIDE PER 2X vERT STUD PER PLAN BLOCKING PER PLAN STIFFENER T I _ - t/2" CIA x2 1/2" LAS. AS REO'D 34"08' 4 LVL SCREWS +2' c C - ~-MICROLAM LEDGER / PRE DRIL_ L8x4 AS ---R W/ (31- 16d NAILS AT /-SEE ARCH JVALL int ATr[AN / NECESSARY I EACH 2x STUD AT / + 2X9 L EGL',F - POOR JOIST--� -/ PER PUN SPLICE, USE SIMPSON i AT SPL�:E �:E F'En Fl AN PER PLAN � F100R JOEST -- TJI JOIST-� ;MPStN "M;T/ SO" PER PLAN, j "MSTA30• CEILIIrG PER—� WITH HANGER �- 1/2• DIA■2 112' AG HANGER PER JOIST-- ---J tf+ / " —WALL SHEATHING ARCHITECTURAL PER JcJIST SCREWS 12' 0 C MANUFACTURERPER PLAN - MANUF PRE DRILL LBx4 AS ` 1 NECESSARY , t LEDGER DETAIL 2 -U LEDGER AT CMU WALL 3 JOIST AT CMU WALL a JOISTS AT LEDGER HEADER DETAIL F ;r,t -1 dwy t _ S61-2,Twg 1 _ 77 L S61-3dw . ? -O - IF 9 t �- f- �?I -ldwy t s 1 -0 ��. 561-Sdw9 1 ? -0 i l21 lx TC+I' PLATE i -2 X 6 PARAPET WAIL SIMPSON %S'A9 A' E A. -N JOIST LVL LEDGE PER 4/561 - ------- - 1` - ---_� t-- 'HEARWAL SHEATHIN,: FEk `Lr+ECu�E SHEATHING AND1 - - _ -+ '_-«_ -- EO --t------E�-� EC' EO �'- 11+ �wr:JG '.PINI, GL AFcn 1 NAILING PER SHEAR RCUF SHEATHING ;-(2)- 2■ END / WALL SWI PER FLAN WALL VERT "MSTA72' EACH �J FULL MOTHS 1/4 TS a HORIZ (t) SIDE OF OPENING AND AT TS 4 x 2 HORIZ I( ltd ^,IAI /-CIMPSON WAL. EDGE T _ --=-- - - - - 1 2X SILL PLATE I 12., 01-IMIN 1 SIMPSON "LSTA9' TA JOIST PER PLAN / � AT EACH JO!ST \ ( - 2■ AT 12" 0 C t I 2■ PER L 5 '/8" GL BEAIA ROOF SHEATHING -� ARCH PER PLAN PER PLAN _ _ (31- 2x PLATE-ON EDGE 1 4 I --� , B I i■ S'UU WALL J HANGER PER JOIST , - TOP OF OPENING it a PEk PLANA ( ASIMPSON )--- ti OST CAP _ Y MANUFACTURER ! --0�• IL ERONT OPENING- I A \ �- T; 4 4 HORIZ 2■ P A1E VTN ?6dSEARCH . j -->}•-{"• 2X VERTS FULL I ; AT 6' OC PT 4 ■ 4 BERT, -- —T, { 2 VERT NTH + I � HEIGHT, SEE PIAN -- GL BEAM PER PLAN � FOR USE OF (2)- 2■, MATCH HE13HT OF 1.'Y DIA A- 307 THRU (2)- 2X8 VERT (3)- 2■, OR (1)- 2■ I � 2x BLOCKING �' TS 4 r 2 ART INSTAL j (2)- 2r VERT SUPPORTING tf( j � 2 ■ 6 EAC-4 SIDE, 160 BOLTS WITH HEAVY WASHER ( (2)- 2x PLATE MATH SIMPSO1x TS 4 r 1 ■ '/1 �--•S 4 . s ■ 1/4 A' 6' 0 C STAGGERED AT 4■ VERT 18' OC MAX 'EPC64* POST CAP 1 1 FULL ODIN BCTT0M 'rRT (5) PLACES A• TOP AND BOTTOM, INSTALL (1) 6" FROM TOP AND BOTTOM lI (2) 2 x 6 HORIZ END NAIL AB VE NOTE SEE ARCH FOR INTO ADJACENT 2 x 6 FULL TJI JOIST ---- - WWAALLSHEATHING NOT SHOWN ''OR CLARITY 1 17 FURTHER 'NFORMA7,ON HEIGHT ON (31 16d PER PLAN NAILS. EACH 2■ HANGER PER JDIST-- ---� MANUFACTURER _f= HEDER SUPPORT DETAIL 7 JOISTS AT ROOF STEP STRAPS AT WALL OPENING CANOPY AT ENTRANCE " u CANOPY DETAIL 561-F dwq t 1 -O S61- A dwq 1 - 1 -0 '-61--BA Jw 3 4 . I -i1 ; S61- 9 f. _ANOPV ,wy ��r-TIII S61-14dwy 1 t - 1 RIXIF DIAPHRAGM ETI NINUARr NAILING ROOF DIAPHRAGM SHEATHING % -- kt1OF DIAPHRAGM NAILING SOFFIT WALL 24 80 T5 4 111 2 VERT- i 2m SLATS \ AT 21" 0 C MIN. WALLBOARD PER ARCH 1 PER ARCH f -MIN 5/8' THICK WITH trt.t �� 6d COOLER OR WALLBOARD 1/4 TS 4 x 2 HORIZ R- NAILS. 7' O C MAX. TOP &TS 4 If 2 VERT (4) 2■6 HEADER NAILED USE 2% BLOCKING AT 70ATHE9 AS SHAWN WALLBOARD EDGES --- -- �(1' - ; � (2) 2 -- � --____ TS A x 4 HORIZ. TOE•, ,LATE - SHEARWALL 115E 1 P E R M I T SET 1 SIEACH DE EDGE NAIIINf, MAX CONNECT NAILS, d' OC TO FULL 1 HEIGHT 2■ VERTICALS -BENT ANGLE CLIP WITH (E) 16d NAILS M N ( MARCH 22. 2C3)C1 J' It J x 1/8' x 2" _- ROOF 00113 ( ; WITH /8 x 2" SELF PER FLAN .• , �„ TOP OF EN1RY/OPENING TYP TAPPING DRYWALL --� EACH 3/16 1 SCREW AT EACH _ �1 - SEE ARCM _ FACHG / 1/1 SIDE 75 4 ■ 2 VERT STUD WALL PER SIDE Jj16n PLAN NI,TF U'F (4 )x HEA)FR U GN ON V1 AN SW3 SHEARWALL SHEATHIN , AND NAILINC- wow ♦U1K Cormfill 333 SN 1MY AMIE/MAC 0 VX-M CANOPY DFTAIL 12 SLAT SUPPORT DETAIL 13 SHEARWALL AT ROOF f 14 BOX HEADER DETAIL (93)M-44M/FAX W-M 561-15 dwq1 1 -0 77_ 77 1 E�. 561-12 dwq /2 a 1 -0 F 561-13 dwq t . t 0 IF � 561-16 dwq 1 = t -0 1 IROJ■C 1 I TIGARD I TRIANGLE I REMBOLD PROPERTIES, LLC i i t 1 PORTLAND, OREGON PROJEC r NO Fx-E No N314iN1.4k" OA rE MOACH 22. soot NEvyrON■ OA TE • a■CRI LION , I GHNtt' shpt rnLE 64a2 BUILDING 'PB" ROOF FRAMING VC. DETAILS 1 E. KN* c-XP. v- 3o-oI u+pr No , S - 6 . 1 YLMXPLOT DATE& 3/22 3/22/2000 11:7.30 KRS 7301 SW Dartmouth Str SIT 2000 00008,SUP2000-0010 42 of 44 LEGIBILITY STRIP - 2 3 a s 6 7 e q C' I 12 1 18 19 20 21 22 23 <c =6 27 -0 29 30 r I CD Z I I I 01 g Q V `Z".� ■ t 0z i11.11J�l.tl.�.l,1il1111 LL1.l�L(J�i 11.1.1111)-LL1.1.1L11�.LI�.1i1.1.111 i 11111 i t I�i I i l i l i l I l i l i 111 i 111 i l i l i l I l 1 LI l(111111�11.1111LI I�1I I I it Il i I-i lal i l l LI I i 11 LLI.i l�111�111(l�l.llel.�(1a.111J1L11,1(L11a.11�.11)i)_lli.i l(I LL ILL1.>. i „ I I i 1 PROVIDE CONTINUOUS DOUBLE BOND BEAM OATH (2)- HORIZONTAL PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATI,+NS LAP BOND BEAMS AS REQUIRED AT SLOPING ROOF CONDITIONS. i A R C [J E F — -A r SEE NOTE 2 ri r r' r t r �rT - - T-•`1`r1T-_1-1--,_a..�1-1--r-rL. r-- .r�' #* - r - - - - -1,- L+.y ,. ,7.t r..i_.1 _I �1 r' I. j i-11�' T 1:r.�._' T•_i `:1 . 1 i Trt i .: +` i ,r Vf , A IT .T�• 10 I I 53 0 TVP 77 53.0 53 0 53 O� �' �. T7 7 e B �zl 1'--- TYPICAL WALL/LINTEL- LB TYPICAL- REINFORCING /TYPICAL PILASTER REINFWJNG AT BOTTOM OF LINTEL REINFORCING I I 1 BUILDING "A" - WEST ELEVATION e r I 4. 1` /-PROVIDE CONTINU�JUS DOUBLE BOND BEAM W1Tn (2)- /1 HOR'jONTAL PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS LAG /I BOND kiEAMS AS REQUIRED AT SLOPING ROOF CONDITION: B A � I SEE NOTE ? ZA, �- /S VERT EA SIDE OF SCUPPER p T - -- -- — — --1 --- -----�-- - NINGS EXTEND 2'-0" BEYONL, • :JPENING C _.. _. _ _ . . . . .- --- ---- -- -- .. --.�_ —--------_ - _ (2)- Aµ HORI j TOP AND 80-TOM OF BEYOND OPENINGS EXTEND 2' C' BEYOND OPENING - -- --- - • , �. ,I., T.-7-":'"TiYr., �•-1't-�__'t-z' .-i- - - r - r . 3 MAS Y �L RFiNFORC NG NOTES AND { p_,T"_ .rTTLT I 1�' :.'`.I ' ? T�'"- ; '. r " -. \.Zri I' f r' �- Jr ;� '1TJ l : .. �� tpI `� DESIGNATES Tl'PItA_ WALL RENFCrRCING SEE Mu :: -- -. .' - 1_: WALL AND REWFURi INi. SCHEDULE I T. 'I, T r. :: I ,. r`T`Ti±1't-`, ��-t1T`r`-7 � --T• -- :. '. ::.'. 1 L. ENO EM NT SCHEDULE "MA 53 0 L. tl _r'7 'T', 1.r` C-Y'.r,T...r �_i,. �.. _-. �T.,._ •7'.. ' SEE CMU WA R I F RN E S ED LE SONRr NOTES Y r . ._ 1 FOR TYPICAL REINrORCI G REQUIREMENTS li i'' i 1 L _.r� ^ T�; 2 �N TYPICAL BOND BEAM REINrOR:ING AT MASONRY CONTROL a S EXCEPT OR BOND BEAMS AT ROOF AND AT BOTTOM OF r ,. 1' �.�., . - - :. . : LINTELS 3 SEE WEST ELEVATION FOR TYPICAL REINFORCING I I I I I 2 BUILDING "A" - EAST ELEVATION - -- ------ PERMIT SET Ml1!!CH 22. 2000 -PROVIDE CONTINUOUS DOUBLE BOND BEAM WIrN (2)- II4 HORIZONTAL _ PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)- 04 HORIZONTA. �� - • PER COURSE AT R 1. LEDGERS AND JOIST EMBED LOCATIONS LAP PER COURSE Al ALL Li.^rERS AND JOIST EMBED LOCATIONS. LAP •i- BOND BEAMS AS REWIRED AT SLOPING ROOF CONDITIONS BOND BEAMS A'., REQUIRED AT SLOPING ROOF CONDITIONS 2 3 3 2 1 ------- SEE NOTE 2 SEE/ I U 17!01-4313 T� - N r E . . S?2�-416,2 A FAz/��Zee-1Atu r t, . : I � lY^^7�� '. 11 T s3.D r 1' T 1. rT`T t 1: .T I I. 7`T `1 -r T;i- T I l~� t 1,r r I T L y ..y f 1 .r' t = [ - i r,. i� 2 T I GAR V 'I`' r 1.l ; , r T T ? T TjLT 1 2.. "r,r.T r, I t r .�, 1• r' L_ 1 .. fi1 L1 1 II.I, , ' `r, r T 1 r'1 .. r 4 &.30 TRIANGLE r rr r T r7 r r r� 1TI i r r r r r s .0 '�--- — r; = `r r r REMBOL PROPERTIES, LLC r'T, r ,T'T.T'TTj77,F". D ROP 4 11, L �. .1,L, Ll I ,10 T `r r r ';1_ i r� ( I r r r 53.0 I �: I- ,1 TVP. T . g T 8 I I . 7 3. s .0 30 PORTLAND, OREGON F r'T" Pmojrc r No ��1• Q B B QB ♦Ar No ft3l"-7.*" OA rr . MA110F1 22. 2000 prvrrroN! DA rr r awoc MIricw 3 BUILDING "A" - SOUTH ELEVATION 4 BUILDING "A" - NORTH ELEVATION of 7. ' ' V-0" 7 , 8 • , -0 #plNe♦ sNrrr rnLP . MASONRY WALL ELEVATIONS -- n.�•�' BUILDING "'A1" J� S E. KNE sNMr Ab r S - 7 . 0 PLOTVLW DATES 3/22000 14:40.34 KRS r1 7301 SW Dartmouth Str '� SIT 2000.00008.BUP2000 0064 r 43 of 44 milli LEGIDILITY STRIP o 2 3 _ 5 6 7 B 9 10 ! 1 12 13 14 16 17 9 19 20 21 22 3 ._a 25 26 27 29 2� 30 i CDLI I I °I Q eI q 4 NONI t IOL Jil11�.l.1.1.11.11�h!,J,�.�,l�li.11 l I I�Ji.Ill�.lil iJllil>_lil�l.�lll i I I I I I I I I I I�I 111�1.IJ.i.1,l.tliliJ.iJ.�llll.1.1111111 I I I I I I I I l i�l I L I I hll.l I L I I rl l I i I LI I I I I I I I I I l i ll I t-i I�I I I I I I I I I LI I I la I�1��.IaJ.�1.t11�.IJrll1L,�1a,�lJ 111J.�1�l.�.ltd_1(i l�lt.l i I I L�JaJ.�I I .r IMMMRI•.41MM'Y _ ....... .. ,..,......,,...n...rc.•..«..Y+rv.rrw.,r....+,.Nw+w«.e•+w,.........r•rvr.N..•r,-Tr.nw+.++ ,.,Pr.w-.y.w.r.wwn.nr,..avrM+T•"W�NM�.�7�.TrNIM•r�'Nar.wN11..�.g1Y^T"'.r+!MTYMMMYFNHMM^NMNY.. q• W!,i 'IVIMIIIFN.«k111HMMM"Mw.l.wr l.+MlMru.a.M•4'M^ «IYNI/«0++"/n«•... ,I -PROVIDE CONTINUCIUS DOUBLE BON) UAM WITH (2)-f4 HORIZONTAL PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)-/4 HORIZONTAL LAP BOND BEAMS AS REQUIRED AT SLOPING ROOF CONDITIONS PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS.LAP BOND BEAMS AS REQUIRED AT SLOPING ROUE CONDITIONS 2 a J � � 4 4 3 ?_ J E NOTE 2 (1)- /5 '-CRT. EACH WAY OF Sr.;UPPEA-- CD --=t rT - tis_ iT �''� T' 'T -�- — - SEE NOTE 2 OPENINGS EXTEND 2'-0' BEYOND OPENING T-r : _ z`T` ITT:, �1-1 T- r--' Ti.:=. � ` L -- SCUPPERHGPENIN OP AND BUTTfu OF -. _ -= - -- _=Rry O ENING. _ i _._r _ __ __ .. - '--- -1- _.__ 1 -Z' Tr•- _r--r�-+-T--1-`T-•-`--J..�_.. _ ._:T --+-r -L-•...1T1_ �� -- I - -- � Pr t - t h T I rlr l.. L -r , r r-r T . . r -r- r-r r-r- rZ—�.:-r- _r_.z r- ; V 1 r - t-�_zTr t r•� r _. 1 r r. .T yT_ T'T r`1 i T 7 T 1 ; - - - - _ - _ ! - 'r. � _ r. `I.'�rL�� Tyr -�_ 4. 4mom 7 r! '� Z`1 - ' 530 bl I • 1- - —r- -� --- — — .••..•. T l -1 i i . t5 � Ii i "'. T'• —7 - -1'-- T- 1 � _f '_'_• . . . 77r 7 .1 53 0 TYP OF 3 _ ,. i_ 9 7`..I 530 •T 1._! a 1 i. L_. - - • 1 1 1 1 : &30 . .. . -7;-r-,---1--7--•�-..r � !I I I •: '` _ 1 t j t l 1 dl'rill SEE PLAN FOR TRA$H� ..._ :L' �0, - ...._ ' :;._ .. _;. . .-:_•:...f:.Y. - �.:�-r`:_ :.•. • .. _ . ' _: .�._ _ _ .. _ :..'•----- -.. ._t..,..1 l A• - -------- -- I - ----- ENCLOSURE WALLS AND L. - ._ :. :• ._ y7. _ _ �_ T.71 -4 ~T - I i � FOOTINGS --�._.� �. _ •_, `-TYPICAL PILASTER I I TYPICAL WALL/LINTEL REINFORCING -- - RQINFORCING TOR FRONT /�� n W LL (GRIDS D AND E) -- — I I I s- REINFORCE FOR 'FUTURE' '. OPENINGS BUILDING "C" SOUTH ELEVATION 2 BUILDING "C" NORTH ELEVATION C�] 5' -01 dwq t,8 - 1 -0 I >. dwq tIl". t -0 t 'r I y. i I PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)-#4 HORIZONTAL p PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS. I LAP BOND BEAMS AS REQUIRED AT SLOPING ROOF CONDITIONS SEE NOTE 2 I A � � C i f1• / L 1 - - .� - - - -. - -- - - - Of WALL REINFORCING, NOES AND EGEN t .. ._,.T ._..-:_.-.'-.••.��`TZZ;T_._'`____` F :Z:��Z:"_'-.__ __.._.._....- MASONRY WA_ REI i 7. x DESIGNATES TYPICAL WALL REINFORCING SEE CMU F 7-7 ' 1 , . YZ� ,', ' : +�•� . :' 1 f ; : , .___. WALL AND REINFORCING SCHEDULE r _ _ '�-... ;�_. T.-:-,-. '.. T _: :_ : ._: . _:. �1 SEE _'Mu WALL REINFORCEMENT SCHEDULE A n • i] ' -r--;'; 'r 1 y r:r T`; ' F EDuLE 'M CNR __.__ I - � NOTES' CNt TYPICAL REINFJRCINC REQUIREMENTS. .. ; .{ --•-`��-�.�- •. ,--L L . -•�. .fir -!-` _ ._ . . _ ; . .._ ' !,._ .'1 _.1 "1 I`1:T TI;: 5,01 E JOINTS STOP EXCEPT FOR BOND BEAMS ATCAL BOND BEAM INR AF AN[) AT CONTROL _.. -- --r1--- '-=-I � �_ --•.__;._.__ :� :: . ._ _ _ : 1' 1� �' I _ . . S 00 D BOTTOM OF :T"'+` Z ;_ LINTELS. ::...:j 7, i. , � _ ,� " -^;-"""`7` - - _ ._ _. .++�•1�`>�t L :` _. _. SEE WEST ELEVATION FOR TYPICAL REINFORGNG f Q t TYPICAL ;IRDr.R PILASTER ' I C TYPICAL WALL/LINTEL REINFORCING- FOR 51DE AND BACK WALLS (GRDS _ 1, 4, AND A) I [PERMIT SET M^RCH 22, 200 3 BUILDING "C" WEST ELEVATION 8 S1-01 dwq IT - 77" -- =�•r,_N _ PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)-04 HORIZONTAL PER - ...w�. �...��- PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS LAP BOND BEAMS AS REQUIRED AT SLOPINC• ROOF CONDITION_ C g A VL�Nc Con�np ErYpt�v 1 0 3W Sl IDLY AMK /P'�Nq (I17m1-4,13 -- - --- -- ----- (94 tom`-4453/FAX X54 W-W SEE NOTE 2 1 •RO-Kc r I ARID :1..T. L. 1T TIT i - _ I = - 1 J', _ .T _ � T T1s".• : ". T`L`"iiT:, L ' 'T i , .1. 1-,__ 1 _i-l_ �. 1 T. I ~' . _ I LT 17 T 1 f L; TRIANGLE 1. �. � ..., REMBOLD PROPERTIES, LSC i ;r I r1Y J i. 1 r I - I' r r J _. �.. 1_ .T . 4 l L.1-,�4 l ;,1T l 1_1 T • Lrl t 1 1;L III Ll TC.i-1 I 1 Li 1Zl�r-I T17? I I ] I ( I '- T2 PORTLAND, OREGON T_ .1- T I L i` O - 17_�1 E I I I I 1` I T T T .7 I.. 1 .- wro.Mc r No ��01• r 1 I i I I i L i T. I I I 1_ T I ' 1 [: 1yi: r �_,_L,I' r.: 1 T I �I sur+O 1 r i ' 'r,1' L41- LITTL11 ` DA rs MM0" 220 2000 1 0A rt fJtlCMY4�111, SEE NEST ELEVATION FOR TYPICAL—/ AL SEE SOUTH ELEVATION FORD GIRDER PILASTER CONDITION TYPICAL WALL REINFORCING rK►r rrrL . MASONRY WALL ELEVATIONS 4 BUILDING "C" CAST ELEVATION BUILDING C 8. SI-OT.f g T 0 « r R KN skml,No. . S - 8 . 0 — SoO • � �-30-0� PLOT o4:3 I 22/:000 14:32.?1 LCR! { 7301 SW Dartmouth Str SIT 200000008.OUP2000 0061 44 of 44 cm LEGIBILITY STRIP 0 2 3 4 $ 8 7 d 10 I 1 12 I'3 Ila 18 17 le 19 20 =2 23 a 25 26 29 29 3C Omnatm r . al f I WOHI • 108 _Ell:lJ.l�l1.�I1J.l,1LI),I�,I,IJ.�l�llll311,►.I.I.1�t1.Ll!u.l�IIl11�.11.I.�LIIJ.aJ111-lill.��l)J.111.(.�.I.I.(1223.l�l�1)3111�a.laJIJ.I.lll�lall.ll.f�.l)JaJtl�11W111,�1.t.�i.l).LIJ.�!.I,�I�III).lt�.lliJ�lill.�lllllll.1.I.111I111tl.lJLIII.I�l1I1JIJll�(1�1.J�11JI.LLI�.IlIIJ,�J Oz .r,.• •.... .,. . .. .....r... ._.........,,. ..♦--_...:.rr._,._I.JMM'•'._•-r ..._..w. ••4^tti,..wimw•or+w•+�n-,•.f..+�n.r+e_w...»r.•w..•wrr•w.?+.._w..�r,.wYr..1+NAMIIIMMti.tir^.rw+.w_...r�we.n...,.w1.-..._.. . .... ....-....-._.n •..•f>,w.r•.NivwY.e.V.rwr•wnrww.r,..n+... ..r•..AMM++..xwl�r,+1�M.ra+rne.NnriT1.,W+-.n. �'nhMAWM•M•3MR.v.wrrlMFr+.R.•'M....... ... .. ..... ..,..., r....