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7295 SW DARTMOUTH STREET-1 r w ry�1'Mts7ON ti� ` SpUA1eE SNrPPING i- 5 - -- - g EXISTING WINCO FOODSUNION SESSION id e� AND PETSWAAT SOME _ - ---_...-- _..•�;• SSSS---- - _ �j s.W. hFAFFLE s p� �tAtAA•sl _SSSS._-. .... .-..r.....,.�.» .w.. . .a -- - �`.".` ISCrerltArrbll arwil .111100111 r I T voc soil+wwtduad in ro�nwot+ f'' nc7rmme- *4 � .,._,_:.�"-.' :' �` ---- . .-•...-T-•- ��rA't o4q 4. - "'`-- O Ilw,lnfprtwlp 5trsl a FtKlrssrinY tdWl ToruiOM EXISTING O strurtural Wtstdlny OFFICE O klthvtrtlnat2 •--- - - - ___- r -,-,- -T-- --_ - , .. ._ _ _-- --- --,___��` .�. •T or O Stlu..tural L1:.onrV -- - __-• d G' su'n Cunt:rsta ReInfafrA fQ�:7 i O Insulating Can�:stu Fill • -��-'_ _' i O spay ApP6rd Fiio-R6C4stl4n 6:atndals ' - I y.,�_=- 1 i t] PIIInEs.OrUfed Pian and Cat.Rons 1 KRISE *Ay O 1.10tGryte IN fmom Q SIW A&l Grading.Excavation and FILInq i r O Swwk*Corltrol Systems -`�J�INIJX MAP OYIIsr Ins tiAns : r16. C� CASE - r KEYNOTE$ PLANNING AND ZONING SUOLDO CODE n..�.. i► c; CY piRECTORY ! DRAUJING INC)EX o+A'C: 6-00'..FACE Cm I �,y� E OA45 C L9 GROuN: FACE C►'L. Gi�IMY I.� i ARCH I TEC 1 URAL ��i� sem' 14 '-� +-= �^ JN Sr.✓.v(��r-4 S►�'��v 'SY VA;'E OF OR!<GGN 'SW EXIT W.-�W CALCULAT;ON LIA6 C b•'.',•ACZ V0. dJILDNG A• -' OF~ rE"r.Y.i t.>r 16 Iw.0 L'C' ,O/ER 6••EET I :t ' :-AG b-K.G' .G'a� �+el= �I ��Au!C' J'� ''-!�'�. 31.ss. TENANT I; NOT APSI iL IGAB:.E 'NO OC;CrPANC" 6»E__J �sloem -` � I `n5oc.e �..as�v� `.a6,NG 'Iter 3Ftr f'b•t.='►i�1 ! � CITY OF TiliAFtD• •---•--- AA#jE4C GoaQ Qrr;,.,,s �'. .�+J1✓ ��� .l YS: Y °S5¢'C^ °O 4!D . AZe 6 `L4N ed.............................. .._.. ! iO •�a"a(rs� p b 'gam' BUILDING NG d r: ■1. Appy .( 1' � � �,• ��amr� 6 esu r•1Pg rt.:_N,(i6-,45011%0m.-6 �y ::.- �I� «�v©d. TENANT. 1DC�`aCx GAWDEN5 A:0. Ex-EIR JR LOWT P;XTURE PLAN Condlllonally App ... }.a �� �.�� S 060810 E�AV PC S :ii- 3 4.�n/ ENCLOSED RE'•+IL 6ALLS (19* OC-44) - 06.001 e-•EA'•--v+o_.,,,� For, the work a dose^�aod In,l�, r ' EXTERIOR R_'A.L SALE6 '3M OCC6, •5's OCC•6. 1 a' .. �t.�'9'�_ 61Z�� .>Faf. ob oc'c ::oNb'S�c--oP.r'A�_ A3Q ..AN - BUILDING A PERMIT NO. �� �� �-`31E• 512 x D: • '©3" EXIT WIDt4 RECD S 6.1ot-CC= m-r.-Ar. �RR4 F_file•.E'_�.`+�•'hG 110w.......................1 1 c TflTA,P,, b'E •SEL ;'3 AC1E6 .'1'� Sr % "ot, TOTAL Er ' W:-:. !Po.ti A3DZ .t EK�PA IDIKaRAM - BUILDING B ase Leder to Fo O rsROV�E7, bQ9-O' � oe:xA ��'ER'OR.dOOr Tre:Y Attach........... .• i t A S1.~. :,I� l ('rdd'Gr.b!. 06.00J5 _J-15Eft 61r^Mrs (�. p 6�IL.'.'91� �.- BUILDING C, 06.0CC P�7It-OR wo0'.� 7Q- 8303 PLAN - BUILDING C ,lob Address: �IIILS'K.A. 5 e'tb 3t I .�'� f► rli! TENANT 1: NOT ADPL,CA•B:.E 'NO OC:L•SNCY 6.1ELL.J oc,:cY:. F'_'.1oor aG 1I, ! �{il✓11G lD I►'" U'Ok 5"fv"G7 9� ;I� w`Mr .�� '�I•i OTD T �� r�✓'J '� r I A3Pi4 ROOM PLAN • OiJILDD�i6 A 1 C Py . l :SANG ":C'! 61R '9'�r. ie.,.c .+•l:si.�Cr`4P'+��l� o:. L R•`s MA"A A••✓. WIWI" �1 "*F �t•R:i :b N r A3raS ROOF r°LAN - BUILDING B '*SQA,' 5.-:IOrs ZAMAL -:d 3 �¢ .0% _7 VE- S-E C':IC'G IQ•'t D+.^ "+6._A-0',- „i,..'TE:c �'3"� i �!+" ..4'�_ L�'Jm' RE .EG'ED EILMG PLAN - 61JILDI►�k's D 1+tG'f..L,.�.•...JI�s j+lE•ti- 3 B'b tssF. Ex'ER,OR ENVE_OAE PER WDC. '.4D�E '3-a: .>��pG .A•�G6sr..1+P"E %SAFE, I R'RESCRI v'E M L CL!I'° O'Ve G RE'%F v POIR ME ,dR...ti- d c�� PT! ATN O I�+ER B DGb A`E ZONE am/00..6 611JW�-S :5 A:: 15 s CM.4 WALL6 WITW 0-5": D._ •uP RJC� 6-faE� +'`�v+' 3 b"5 �' A•tC"i' VATION6 - BUILDING A 4L:8?ri/L /�� A9 : 9'.!._g tST51'f TRj�IC•A; 4AIC'3 ELEVATIONS - 15.IILDING C S i!"�.r.,>:4.�..✓, ••II.�� :.a 3'�Rr- INTERIOR tN�LATION, R- ,1 0114113 CAN"bTAop ,� �' rop?-�. LAC. EVATiON6 - SUILDNG 6 �iR IDA::-3L 551t.0 SM. CONC. WA"b WIT+ C"13 11 Common' "ON R-Allio too 'r.'?'A,. _.:+OClt/�-+'cE -•+�=- ' 3Q•Ss� df ;13'x. Oe NE' s'-E% 17 gji; INTERIOR IN6JL:.TION; R-1! 01�'- OTR.C-.Ot✓'CE�TE'3T eaTdp ,�' r LAC+ NORTI~ t 5OUTO ErTER'r�R 6TAIR6 .� ,.:.,., r.: . .:�Ea► 90110 so FRAME WALLbI R-!e! o,�''. Out F•A6rINC.rR1" ,t•ME ,rf.:N WE Ft.-�_-� �p.�;�'!JR�6 �441IE� -!y.a----- _ ROCw+ R-!' 0:"CA COPNCs LSC' OUILDMG SECTIGNB • BUiLO!NI'S A • tK Ys :PR Ism i l O'bCCD W.+ROt•E-,..�+, K.R'�, a D -•f>:'!�,1,�t6 s'6:Nr!5f.i s''t1. OF!SET 6"EJ 3r.dC'T•�'e. 6o= fart STOREFRONT GLAZ!N� 1 C`EAR LO1w-E. N6"A-ED rvxD ",V-F_Alo" �' ter, L3CZ DUILDMG 5EC'ION6 - BUILDING B �1:J�3 •>i+EL+G• A. tOlpl ..�! J c 03s C'"boom JN440b �JI11Et7 fir$ 45C3 !3UiLDM3 SECTIONS • BUILDMG C * 14"* :OF C'bcor- GO".0iCTOR r1EAG _ /=q:E 63006 t"!.x 6o=!�9° GLAZING AREA O1ve c w c:w ls�Du* �r�I..4k16S C*e7 Id!i � 1 ..50A WALL SECTNONS - BUILOMG A `IC"L4L S E '"".=B.:rn� r+� A.AD'.. %, 1 d F BUILDING A C 600. sso,-6TR'.IvER �' �.• I A506 WALL UCTIONS - WILDING B sow ' "►14!S Up,�S.6.RLc:. _:.* �'':� tyls P'!IN �-L•,•.:�,••+�•+ :+�,- rs.a TOTAL ExTER'OR WL.L_ AREA. • - 6°5'9 SF. C,:-.CA ROOF- 'o.' tSrLA:�ct' er "'` A5c76 WALL SECTIt7N6 - BUILDING G [ TO AL GLAZ NG 4REAS 1140 OF. S „3 C-'-.Os 6APE'T P00' 11010 A,G",,1ly. :�GA�.,liE :;� A�ZCNIT>'1�r: I Lb C? INTERIOR ELEVATIONS. ENLARGED PLANS. DETAILS - BU+LONG D S 11+,r'•"� �''RE �� !!E. '� 3�"'' BUILDING D f TOTAL EXTERIOR WALL AREA• 6f. o �o a a aQ-_'_ ee c_.r.N' •+ ate;" - .. L` DAC�1e ROG ! TOTAL GLAZING AREAS •^,. . #S=lft�..1!,lF�3�� I A'fv' �!"ERIGr¢ GETAILB - DUILD!NG6 p r C tE'-44L. i J(01" .� � + N40%(rmff. BUILDING C I a-�c�:� Ckoo 6'c� 1M+PAts �.' tlwtltl !D iDOOI�.MD v'� Ex -ERIOR :;oVAIL6 - BUILDING 5 .`t::� 65P IE'•:I;. a 3' S'ALLb'16 9VGA` •05 6'4LLb TOTAL EXTERIOR WALL AREA. •,_ ,'1"598•SF. ce",c go-KO-ER OR .-• :;000R.:- 6 Ctbb3 Sz O.:.. 6 a ;",JC 'D 6 ALL6 9W Gbf A6 A*...c2*.6C.,f� ter✓ A+y' 13''ORIEb T �'� ce:•:o t-E ft- OR Wooe .oak � T I _ 11�T � TOTAL GLAZING AREA. .%. •.496 SF -': L1DC' '.O-E9 3G'-+EDULEb a DETAILS DOOR a WINDOW T1'PL6 /� �y ee:':n IN-Eft-OR ,✓nor :.Dare .M+�+�ti�s•;;I�iA•dar S, 116 6TA,.L6*'11AI. i�lr 3ar✓� `+ .7 - .1 r-• F'.: �• D NG D Jif'1' ., I Ce 6'/1 bE_ ou._ c✓s<,R.+eA; ..-.�' LBC: _B t B.,L+EGuLE6 - BUIL Ca•.CA A_1`111%.011 ENTRAN"•,f .oalk �,�,�I :6::.3 SF �'•:.. + 5.' S ALL3 17m�Sf . '44 • 08�C!6 b'�'REFRPv' •FAvI'RC,6'6TE►• 0►11R•q�• 17EiFs� r .J NG B �,"_ 6s Z _,•.GCq 6.:1,.£6 ,' -;Ac * '.3 S-A _S.I= S SO . _1A`bt�6 -'.j' �, oar:CA A...r'IN.P, .a. t s �' ��►S!• nr .r ' '`� /P ` Ce80CA1u.`'16r YrtiEE45 t '58 6-L-L6�-.x. �r.✓r�.- ` DRtr�O Eetl�w�rrN6� I CIVIL � �/ � ~ '�i J•IirY'•r`�.�' �.,.- � 0�':C L W:.'firt•►�'F'6 8'..N' bA�+r[R :�3%I�r�i��`•�I�Ni:� r 6-l�GA+C '36 ;NG.. 4CGEl66 STALL63 o�1:cB _:.-.+E ! �_ -+ k� LNC !^� � P QAC' 10 A_b A,.,.OI..ED A"C.C.R• 3iri»�K� V:�" T C,'C© a_'�' E' D NS.dN L rh q 'rr :n_ 61'LIrs*R�.'.-s"S"..i -�1 " ► y. a'A�G.�' � f�".220: o OI[-_:,MG �E•IFN p.:.b*rct< "�1-H '.��f-.=:.,� sOO aR I • '�':•e�•-..tom+ .sig"'3� :aC 3¢ 'sorF CG' c�:rsr 6-Fe_ ...:.__ csew�l*,G, 66!M x S'L,_,.6 ?� 1114- 1 VAN ACCESS C /• � .L,c. .. o�sg e C,•..6,r c+c.;aeG ( -I i1Hl i!rr..r YS.'r * 76 w��„�.�P� C`wssr) .r'ERI Imb G`•' DO.iIC C c -- r A '".r�.5�'!t .� lD':w.�' �'✓I�r>�".� �r 11�i�iL. 1 VAN aCrC=SCJ , 34'i�" _R.iS',:'ti C�'J'V'R✓ L.�J�i RSG'E8 l.►Ila DETAILS � �'�• .�+-� Z�F6r�� 3tt� �iE G 1 -•:.,+��L �'.�F�Q"'1�i-N� E _�0reNBC4 r,. add=3�r:aF !'JFr'l�7Si _ -- ______ _--- --- _. -- :tSZi SIF !'�.� Is C.3 vsTr.__S I.©©ca G 5 c o "AG __ _ • YT .+. ..•- 5 � �i �..fi.�41�'�• �1�1''3 'SEI,. <DpO�p.4 6,��.gE.r...OttING GATE .,ttsli►tL'.,` ✓ asS- GADO a-I '` c'_.:.'� --' ICK3 V9 .i:J./:R ms='s �LtC a C' 5-,:.CES 10CC G-6 1z 's 6FLG'=6 _vc SINCE ANG c'Armb I ..si.Iv' ::4�" y �- s s- SIs.:CEB ."N �r.✓'0GI IDflCJOC t/'7Ere Ire P t�l / ?-�C! R wrt.. btilv6 �d3% �=tom 1i1zn� c';C.. ON6'R.�CT oN ::>E-AILS PERMIT S E:," j 4 `>1G �ut'Fr1+CP�`• �■�i.v 1C%COVE RQIt E-1-::�,.I.Ib.Am MARCH 22. 2000 .S9j✓I�i 6iR:1�6s ��/ - cyV b:`b.. Rtav �"' A 6=-:.>:5 ,,. IeRDs C +41:- 9TR11JCTURAI.. `..� ..'.� 'l"L./F-11"!r-:/.i •% L,._Cf: i!4 FT. sMD MMRIfr , be 5'R.+CT�RG.. 6"`EC'c GA'iONS .- .? 1s RT, IN OG. A. (A6 L....:.E✓ rrt _'•R r%. I ., • T • s13�. !EL'.h?1. 0 E ..`�L .••+E,:-.�.•.::A� .+!r�r�.+'If'- N AL C. Opri�_tE+R,.ir"' LN:� INSF'E :-ON rte.-3�' + *134 C!+✓al s s1rt'<T. BLDG. C i � � �RT.,:•�- Gi11�x's:3 b'.© p.._DING A' y �?s '9 =OUNr.4-ON Pi.AN6 AND DETAILS .--'- • � ..�__.__......_�..�. �_____ _ - --A __ -.. -- ----- --- -,- !�!� �� t3'��m� 5:G of,LD NS 'B FOIJVDATION PLAN ASSEMBLY TYPES r-- - ABBREVIATIONS DRAWING �,/- 5:' BUL DINKb 'C'F0UP#0ATf0N ft t.. s ra `�.__-,_ 1`: p C •� ��`� / SYMBOLS S r� 63.0 RouNDATIoN/a-w DETAILS a ec►+ED�e = t•-'�; ----- - - srs � - - - --� i -I E , - s�'6"�se+� � �.li, � S�y..i`.�A�'i�.ti-N� 53 dU!„D!Nrs •B' rOwN:,ATION AND MISC. 617E DETAILS A R C H I T E C T 9 ' DIiPRAI i. ,1 bRf Eqt✓"' `.k 41 AVG+.OR DOL FE RF _/ !N6r.'64E!GAD1NEt F•,.AP' PLA6T'.. ...�tP.x.'E Al t3�!'-R1 AtI1FsIIP �•stsREr.A ON Iti. N:5-• 060 wc= 54C DING A RC RL,t-!'NG PLANS a DETAIL6 � ! Rater r• i / r1k , * R F. A`. � 'f.:•,+4_a':A•O'� 0 1 ,r-z i a5 rIN R' .r Af01 b.dE'v,r'lwER ( �..��. JV.. III:; A I!..OM��T'OVIRIG FM. rI%5-�ED OOt 04 LTR I ��� - - tr t.�---. OwIA► I �. 1 6"kr" C�f,CXE !c �"��S I A._'w ,:IEA DR4rti RLUOR S_uOIQESCENT amm- mAR4x1E- I �1� :33= 55C CI _7 NG 'e ROD= IkA InKs PLLN Afi. 4CAS'AfL@ •O. FuRN 5-+ED D'• CIAIIIER "'' �55-RE Rle•�'E: I I I C -� A 1■ SOOT WEST L CO1iPCDLIfyll o M- I I 1022 9OUTNYVF9T SALMON WfTE JIsO • v,. :.t9t:/+ R6001t LINE FOD CASE OF &RIGC �a:3!!✓'Q(t =.,r' 65.' BJ1.DNG 'C' ICC7C�= >RtJ LING PLAN hrCVI. t - 1 ,'"'-e`'� i .►��G. ✓�Gr '! FOG F•:GE OF GP�IG�"E G' G..:RR' .'-1! ".0 u••- �-a PORTLAND, OREGON OF2G'5•-2,12(NA f .. �- • - Ery ^,R r c4CE OF CONI t At m r S6.0 BUILDING6 A ! ' ROOF FRAMING DETAILS ' p 05 Z Am�L t" �� w 4rvDLMG Jd11 Pm "F tia_o:.a a. ?�ru..•'�Af TFIi►!10®E 663 t22 6757 FAX IIpY 141111114 doom -RLo'/ftCE mR� �.' 6.-iiIRV" ►O.'.C. IrlJINND 6-E BT' OWNER ' RL RE- JA Af01 e•t+< '.re[R -- * 5b? BUILD!' 3 'B ROOF F4.L! I.1'i DETAILS i A.,JI"' :6Jr''vJt`i INS'A_�D B1 GOtiTAG'CR R.:t� 112-'..'4'✓ .:Pi!sQ'-_s I ,�,� -P'^�R.'lF,fr�r'•J�. I�i T I'i:..Z7+f 4 � i j.lJ .1•R AGGIESS OANEL RO.LO. FJ1P.'SwED 51 CWNER RSr ROS DRQ \ •• • • a N'tT flp!*�j�. �,y� 5-?1 MASONRY WALL ELE✓ATIONS BLDG A SSSS« s CE C r_Ab OR_ 4w Q REFI.-vEqRs:)GT J'R _a,r,bt1C 58 C T"! ON6 d..DG 'C' • ,• A � 110M AGE C r A60NR` REc REQ.RED OR I MASONRY WALL ELE/Lt� f ---•}M- • flIQ:OI1p .: t'!:,CL E !!G- 'JCpIC: R T - At :E•A. 6ES•o. ✓ . Ed rib > ifs-dam I Pwirar, r �R.G�i1H�y S ISO 91'0_:. ACF OF 6 J. 0 r +c.-g i PPP FIREPLACE REV REVERSE OR REV SEZ I �vtd'A 31t1t 4"NO-7, 8{L� W'-s 'S60I%G. RRT 9 RE RETARaEN' -IMA*EC R.O ROuCr- O••EN'NG 6 EE'W"DER ° °. .xk'_:i 6A•, ! :* :a s- OIwER � RM R.O 1 ..�__a-.�, w- uta. rl�lca1: I Mvac T I G A R i� 9 = n,rE 5'RL^ SE! 5-•C1�' 68f 6R.l� 16 ryK(! v ..t'.!�! - l^';,p� I BGa (!!O"•liI"' OF rrG'NG S 6'NK � 1t y in 3'V66- I S1i 9u11' ;w ;•` 5A, SC 60LID C,04M {: IRE_ rs nA M✓l.S �'_LN MUILDNO A TRIANGLE I6t y 'r m16'':3C'IL eElt S'`uG' Ce'DCt SAIF E'tG��' A6iGICr£ sE t�'Rr'' Vol °SR'4JEEV 3GLV GA..✓4N'ZED bai'; 6L:7RICs G.466 .^.DOR � � o�E.�'!`� ( t"tls wv"C. 0'-4:.N - BJI-DING 'D' d t -'N ►• d''r,uso9 1 Crt �X� OR "EAG GL GLJE LA"'IIN4TE, BE4- S... S..FLe ✓`I rZ "N -_ iE.�;:6F•' ' I G� :C.7VT'ROL .O N' GM;, 3_A66•'L50NR- JN'T 6-•R 6-0-1EIR Al 'iRA..Y.-Or-A-:K ypg� :t' !' '1°►'I.:t dy�►jy REMOLD PROPERTiES. LLC ^ d* im a�. Ili ip � I G.i! ul�d GTP G~ 1 S B �ZR NEE'W,J•RIf.R 6�IR"�.skt6S �F s'3A� „'l ,= �._ I u : = I ELECTRICAL rlraT. �Cti� L-.. �L.rtL, '.' r.P. 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INSIDE TOP �/t�I"kF�S• TO "It,N,Fl� .t PID SOLUMDIN55 PLAN - 15JILDING D', DEFERRED ,•✓✓alae✓No 09015 j ::& GOiADLE INFO. IPFOIe�ATION -BR TO BE REMOVED ��' �4�66'� •vQr t5 ---tGYf+RAEffi -�.]t7t+D «•"LIFE PIC PLId"BING PLAN - BUILDNG 'C' 1l s I !tr Da" DETAIL NOUL. INSULATION T'G Tr.%W-UE AND 3ROOvE Pu NO. . 7 DM. DRINKING co-NT/.IN T4. T4RE&WOLD _--. ►PCs dR�:9ArReI!•+ I ratp T C OWO }� AI! py, 3 F I O'ACi D+wrwUNai. JT JOMT TU.C, TO,*OF ::URB -._ Ur7oR✓^ARK �ti7• M (`Fi 2 �tl00 14841 @ MLL d WLL I�fid. low" C'bw► C'6�"q T.OF. TOF1 OF FRAMnvG �jv,;�111 a M, ArrtrtoNR, DA 7a, 4/M. t FOWN LAV. LAVATORY T.O.P. TDF•+'OF PAVING � RIfXT RtIBER^�OCRNrlale •w fP1w.,r'-� ���,���. FIRE PROTECTION g.' ► wI,EN6 FOINT T.oe. TOP OF SLAB OR ! CR DOOR LT. LIG+JT TOP OF STIP 3" 3 '3r '3� #� c Ds '- OtASOSOUT Tou TOP OR WALL �r 4004061-W4 d.4F'L 3Rf X02. g� C LWC LrblaJT UEIGIW CONCRETE �rFp_+g FIIR¢ PRCTEGTION PLAN BuILDI►dCS 'D': Dl ER1RED mi r rN� �p� f„_ ! (.'•1{NM DR.AIWNG MANE MANIFAGTURER T•6. 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OLEs �4t0/:.1E"r61r _ _ ____ _�NE31 G tla�3 SEE G J✓i ' - 00mFR r { CASE 'Q A�ff lCo NEW 601.T1+ EX•t'RIOIt ' i-- REGRADE PER C".',. // O�ERATi^"IAL • STAIR SEE SNtFT A4@4 � _ •.� /� CUN.STRUGI'ON � /E ExTG CURD .;ND EQ �t FOR FUR'rWER INFO, C �._ +-�En;• / t!E"gOVc Er*G. CuIFe � �oe FENCE r E)SIDEWALK FENCE AND 4 EUJ STAAffill! / ► ... stn A1tA AUMN+w1Mt1w11� pp3• "� -- - --- - r -- __�GUR}!-Y- � FENCE AT t tEW STAIR $ F , mow ^ -— _ ----- ---- - oMgr AMIONCw 'M '149p e OVE: E,- ST r-E^.CE / + or.ee«r w�r�✓, { ACTION + IlET.41N,'VG WALL. � 54.O+ REPAIR AS REG7UI�p-------� -1111-4000 70-4110 �IIr1OW ± PLAN -- 8 I L I N G A____�. F L ti r , PLAN . /1.. .,.•r ,. '-.... _'— _ ` . :. ..: -•..... ....... ...Jr . n e .I� ��, �a. + -Via. - �,.• .� _ • rvq t w<..___q-. ._ ...e�v..,•K.r'.•2..Y+wMe�YR1Ms ...__..ele4+w..w. :. .i...w^A'_,..- e1e1.+ . . 7R 1; •# ,�, �[ /<T, t1 ..�'• Y ,1 _ d - , . 4+. .•T/ „�. r ' ✓� Ieflt •�+sa -,-, '- :t;�tl�����i�.e.ea «-=1� ._a4,_ ter. . .... . . 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WINCCI R WINCO a "mc PLPLAO00 4L � g _ 22� a04 [I ArO.t ASO: �14vOfe Ca cwwnu.T A5� �a 1►+Ae1+ 1►TRAN� �>�1a.c uowrl+oui 9ntAucst + OlVOM &A'rIr pooT O�1D ts"'OP�L.L W11110ft!*E6 LLC a + gEMWLD PIOPRTIE6LLC It ' - - - " - rM - -- RE 1DOLO PROIDERTIE` LLGt 149. s 111194a�t prs NCTOA'.14ANL1►1T JE w 4' IR'NGE Oma - _. - - - - - - +------w--._ ----•-- - -- • - +• - - - ---- -- MATC., Ed16T. domw Doom Am mean P'It0'/IDlr i' DEE* lM1N.1 - - ----- - - _------ - __ - . -_ ___. _ .._••._ 0"A ExIMC,19 AM DOORAIRA1S DRAIN ROCK GETWEEN _ OWQ.�. Ex�Ot Yf00p Dt'10R ROCKERS WALL I DUILDING -�- ---�.- _�. .` AW12.6 NTINK�!kama*lilA ' ONCTOkAL Ov11f 4ili PAORtAmca ~�1 bNT Mib bT Tpf r�w'I■10�6ER10R 6TA'R /L �(_� MIIrI1CA C AAllr N11�GLA60 001 FOG TO iO8 b•»EET 640450j_:✓ER RETAINING WttiL FF 44 lu i �. � LAACltl141(aM�O 0WMZo rOR'RAND C.WVNI IRA&T9:R • - «w t� «+D ot+rM c c,•Per 190A11p as A4 �� f 1 ✓ - o9oTln 1frt,1p�f1 aa1E �,p wwr M7C1/1LT19M WOMA 42' _ ! ` - -_ -- - - --- } I�gpA C P4 RTIC IYDJGe AND"TEO • �_COMWACTRa1VtL C_* Comm I _ I _ cYt 111 -_ _ _--+� •4' -_ -_ _ - - M r O Mtll00ji Ex?t1410R PANEL b.0►/i 36' AFF. C:.bl%.E'b 1 QI _ • �`"` - IOMD! ► E:rr. 4llt I I $ 6;VKlbi. APPL,L.►vCEb `� j COI"I�ACT SR.:/EL - 3 '1 _. i3- -- '-_Ti�:�TjT_ _ _ '_ - - -M! �y 1/MM 1�TAOCRit01/M 1 f D O +aER6 .Ttl■ +4 O QA5 3,5 .,, ' �I� -- - 11 ■Iro se x DOCK Lsv2lafe . 1.1, 1 1 1 ,_, ,� �.. .r �. � �... rte- r�,- r � ..� .r... r� LF •w I o d ASOS . ( y INN") /r - - (� •2' CLRa � I I CAS I»I I _b -O'_ 2 _n l„� t+�E Dt/a101 '. .{r....�♦ ^-.sJ.y�d+�l�•f7��iL � •t• �' --- •-i- 1 § _ C:R� --1r' I j V ZEN fir w1 n 7j 6201-A Ing - I i 1 I I i i1 2 �S I :, ASOS I 6IN< IrA%NTIR � _� r i6 �E_ "rQ_ ►,S , I R9. 1r- D•• O*«I�N6 \ i -...� 0D= 1. X11:. ✓I"'t�S'C�S �•�' Tr' rAC:E C711 ; i f0; it .c .p Iv +I 1 _ it-- 6%0, CEN"E+� I`VE Or 1-05'r R 1 1 lit' p 0201-0 3 �►' ;4 I 1•IS GENTER_INE OF O'�'='V!NG I,NLEE•:3 ? i. 4 ,a• , 1 a va• lir1,� !.� _ I.5 -� ♦ t' 1 Ob 2. SEE" 5-EE7 A11U1 FOR Ti P iCAI fl _� r �.lr_ I b -3' 1'_� 4 3 •k' 3 -6. _ T-3 4. '. •A84 . in U !,I 5' ` r-� 1_o (T. •■1 s 1 I , ! g ASSET-13-Y Tl-ES. ul+, �. ♦ ' + ___♦ . _-_._ 3. DI"ENSIC7NS NOTED /•8 'CLEAR I L I _ - P _ -•-y +� OPENS rG' OR '>:IN:544 CLEAR' �1RE i I - I ; _ I� i*i MEAsu�C -o ;>:a�f OF r-INIS"ED C1 -G4'IL6C*.ON4NR� 1 'b•:' Ich:�R ODOR AM '!• - .� -_-_- :�; r.; ami.. ,f _ Il. a'Qri ALL GRAD114G AND - $EEC � .1'r• /t,'ON l� 6C _ , .. 5 112. b 1" O - --- -- C1 t1lTE R"'pRf,'WENT INFORMATION. !!. $. iS 3 11:.L ►(OSE BIAS t0 DE 3 3 s' r0 3 � - -- ---� + 3 5 �'� 5 6'■h �- __%_ 0502 ! ! b C N. �_It' 3 s «, •I / /. ,�•' ♦ ASOS ( EZE-P"1?fIOF fi£E DEBIGN/6t1ILt� R / ' I__.-. J.�. 4�• !; -8 �, e-w' " d, J1 _ 1 W � 1 L J. I 1 4 _ LLiOIla . F �i ttVCt ,466E"'^�. I I a' I ' ♦v� :^ �• ♦ --•6 V * ,�_ 4•C Q ,b + i- b. BEI: 5••FE' ,4801, FOR DOOR ' I!P ., :, �. ♦ 1�.t0 '" 1= ,#I blT__ �aoR, T`► ( LL FL , Y r- SEE is I�4� *'ES. '^ F5 �' U "! 5 e' . '"' ►; 901-s " J �j ��; I ELE'✓GT:ONS FOR !STUCCO CONTROL i COY . 13 - ti "6LOPINO &LL ,o ' I i I ,rs-- V al i JO'NT LOGA'tIONS. I _ _ -� Asos � a DOOR LEAF B►•+OuJN wIT►a WC. �AQQ.11[. r--- A C u IM. ♦ �� �� .♦ CI ,a BELOW I r I� , .r `� I ,o ,... ��:p �, ; 'u0i �• d � � � I RlCGE-✓E$ p'C�uJER A$$18T , ! r a h' I I t4 X101 U 7 �, ,, �, „ a -CANOE' ------•� c s �' ,m 4 1 D e' „� .„ - I S SEE __xTER OR E:.EvATI" FOR u dT '^ r .► i- , w N., p;:, fib. ♦ V`�d ♦ - In L ,;5` e,StOvt I -� t------ - _ fib'_"�". i ..♦ t21 N �I � I . ♦ 1 4' - d.^. y! 13 �.:,�A•3 I.d' � � � pi ~0 I �y� :}� •r F - �,Irr ri'ii"� - _ Q ,, 1 y l ♦. 4 h .Q� �I 4� _-� >i•7'■' , e'•'s'F -maw:- .'� ~ I _ -�- P SET U �� I CII MARCH 22. 2000 • _ .,�.:.�' � ._ ---7 �} i 6}41l�NCL![! /E �e• -I- ;.,,Q'f" u _._ A I'--- --- ---�/ f I O t t ! / 8 -'j-- 3:._ tgh^.fE f 1. • COD b vt -- I T � � I �.\ / ■fSE��a+�• s`•=`•.T_b _ � _. _. ,,,, ry - "•La"". GO,�h'ER D4 TIE, 6-R2..- Cir.1�i W WArL w�'�"�r [1 ASOi 1 i 1 I I AREA POR 5,D0.6 ASOZ 6T6. 6.JPPC,R- DR[.C•CE'b A402 1 , E4 NE u III A462 +rot&.,0R*.41e O. A R C Iii II T E T 9 y , I A I•f10f'El91ONnl. 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TEN4NT FIXTUFM PLAN ANN W tR�VER DEVELCIf'�`'EN GONFc;�r' Tp GrNERAL EXITF.1 PATH Efft TC SALIM- 2 SEE �I�ET 4347? FOR AMMONAL r .-.........-•_. i / � r jos ,� FLC'"0.r4 c LAN INIFC t"4TION 0203 U®Ad r _.. +r•t'p!'�_.�,._.+r'..f '• �_ r r r, r• •r 1 E I .w - 1 _ 1- ; I •• r_ ; 1 1 —I LFE PERMIT SET MARCH 22. 20CPO SEE DESIGN-DJILD ELEC. 60R EMERGENCY BORM LIG1a"I%4 t I of A PI C H I T F C T 8 A rnorarsaNA,_ CORPO1ATKON 1022 KVTI BST 1ALMOOO Vdff$M s POPTLAND, O11PP.dN §?"S-2417 USA ' rKi"o*Sol 227 6711 FAX 5012479%14 ti 1 / 01000,W r E TIGARD � r TRIANGLE � E4 T Po TH DIAGRAM -- BUILDING B REMBOLD PRC1pERTIEZ. 1.1.c `I"IGARD. OREGON a MM 4wv,aa. 090 l B KIIlo ^302.1.D" MARCH 22. t000 8 IWVON 111 Omni , a 1 A'rt TIL!r �a�qk EXIT PATH DIAGRA BLDG. B w • 72%SW D.AnMdh Str. DUF`2WO O102,Off 00 rrltrr •o1 a l q 12 n �F 30x • ILII I�IIIIIlI IIIIIIIIIIIII � . 11 IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIII�I11111 I � IIIIIIIIIIIIIII II,IIIIIIIillll 1111llllillllll IIIIIIIIIIIIIII Illllllf 11!1111 !!IIIIIIIIIIIII IIIIIIIIIIIIIH 1111111 II II III Imllnfitti, 64t*41,1ulr1Ir11113 ulrhrrr un67irlrnl6Plnuln � ` � � I I I 1 1 1 1 1111 �dfrlrrTrlunhitilnnluTilmrhli'Inu(Ilfrlhnhifillmbrrlrrnlll offn 1 G (ud11111t11611W1nu111i11uu11 u9111 h�Plrrnh�l�ilrudn�lr�IlArinrrllRrinalil IrurbrT9lrrrdrlfilnnh Inrrlr7/'Iwdd"irinuhi�Inob�i4rlr1�li'Im111Zlrndrt Ir,rdrdiluulr5 'Ww '^" fir,-b..w.�.. .I�+Iwt�u... M/�•awHR7t.: .iv.ww.,...rNhv.'q•.w.++.wua+.�,.:Ynr.:.s • . >H r r r -rte �^�'.�" L ,T,i - a ,•�r,� -. Jr, ccs gE�E *4D- + nEE 6TINILCT SAL. I -- I7 �%.H. GC?O'R � 1'-4' — SLOPE GGNCRETE 4T TOP. -- ---1�-1�' AdG. Psi \10.- _ ` --b' G!AM. O550mD E3 It iL I VAN rA+ r b►0 w�rl Arl!r(Illf LINE OF ExtbT. Q� ACGE86. LrNE cX' P4vEME1�T BLDG.— ^� ST ` r /• - AULT �b`� u TRASH vearll�le - raw Zo r c7rvC FoC r Its -- I A4N id O � -&•nu 1 -'� �• _ 0' 0' rqD I - - - •.V C.OtJG. ?9'.4• _ +. ,ray ; r — BOLLARD > of ?� N.T.S. __.__� A .For+. I "� a *ds fAtl. . A O"WA Rips«!�� hZIA! i�M 24 GA. F+IQEFIA;-M'L. / � � IC.r �--'"')k�'ER E`vC,G6>J!E s rA;i __ I'►IA1L ■1J//r0rre/YC CLOSURE PIECE= SEE DE6<A-ft1_r, i Ails Tl'*ICAs AT EL1G�'—_ I +}j'.i• .�FilY�LrNt i bpRINK ER R SER / I �fiiL _ ~ Nam Chun Maws woe AllAr�i�g6srMF• "� rvI OWWA 4.d+�r�r �/h r�L0M�/Ir�-b fd D JW'r OPIUM 4011111111104W I y�'� I WA •P.s6• f +I IM1vt_ %MON 06tft r f -4• .9 wow w" Q j I I ---" fir► O10bIG I►MI� � I i W _C3 i4 ! I r A506 bin � I •'liAWr"�-- Cj I a A6 •* i I I �+�"er'.s' Jac '�'•t[yl r►'��� " � /�0L/� �/ ply' 4" �.�AX,- �/ J i i � &4U'r �' XCW,'3KAC7� �Z>-LE � tr•'rne1 * a , e. !sem ,�� .�� PERMIT SET LN:;E1ZS_45 DOAN i. W"6'E`" SEE CIVIL. I i s 3w ARCHOT IFCT 2,1 r I i4 I ( I MM a � AS06 % � �E11bn6MeA14 C+OrwtoalalwwrlArw r r_ CJ IenweE in mar vws4 01A. 111k MTL. ��e neer iea� CLOSURE PI eE.�c - 4cr 43z: w'1�'°"r _ TIGARD •TICAL aT�,aCw � mcm. Etio p, 2�� TRIANGLE LNE ON' ErI.DG ExTG, Chi p �� ! ♦ - -- _ -- - -- L 4. ;!le-- 5<E QA0K Tim s cAkoA. AE►pvi-eEE A:� I ExIST. r�EW 4 I ` J I j SIDE�K CZWP A-JEWN SEE 4302.-�-� • •a/ +! wsas - - fJ- - -- Ip.-m•'V EJ 1 J - t - -. _--- r'r'�..""r' �� • Ex181.CURD E3 FlL� ' Ex15T c►J�_ c;tr eb I Am ASO6 2 REGI D FOR�W!�"1e$ 20-0' °C'R LC A.71PV G� O L"�E SEE C'VIL. a PLAN BUILDING C -! PLAN BUILDING 0 3 1011111 ft follow 30 X , .c ,F • • (IiIlJllllll111 Illllllllllili! 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C ss16 It. � 1 -.--- PARTITICIN OELOW 1 ��� PACE OF Gl W IIC�O S , ,_ � of �d �IWiM ►+y �,s �• am"Arta mra.'adv SEE PLAN ` �"_ M!t t Tl'r vAl r• w'Do *104 CLEAt _. _ --- ---r tt�1 A -1 r• Z MftIpMy� ova --._1p _ $COPY: FT- - -- A6 C 0 P f N - - Alt . �►�AITIIJN A1•�M+111t M41.M AL 0am IV 1RApMG r 1 R si0o°e o0"" 6raLCT vlarlooAkkk 0144 CAW r"OpArr oar i � ! / - GAJr CLEAT _R a --- LA/&V PAItAIQT =rK �T ' !*Rn►t•T E OI.OW Qi /'/ \ OMISA A► !•MCAD"Avow t ► I -- all STrd,c*�wAa � f - -2r PRA1'IM.rr Ir7JOse lumrr ra ST 01110.1 VAST !�!r w.t • ( 0111/11 4C> '1C rt�A Rxl�A1+EtCN NM.11E1t 06"A dWI1A Ext�b4=MI Rw+E s "12A lKxTaft*K bx:lm Dom *&w A 0%vow4lip C0040 B6 ROOF AT El f WA 004we a . 0�C.4 CLLAR �A'IM*Itt.,0416IIaT 1 IFMA \ .00 dM20A+ WATTeN IrNO&alAw' WAW~ 444. 1 01JJOA�iC/G-- �' ht,1 ET 14JJV D� Lr'C,�CTLA0.0 CO3W,4' Mt-A►ISNF , pAJ�L' A� s�DG h MOT f+IMlMi11.OK' A E C[K.A rim RCOt SE:E A..FZ'' -SEE Fl/A504 � • M4A�►'1Mb C Gt"My1M•1 WW 1 PReTECTIO.4 CAP Ss � „�^rr eoA►� N.Y. '1!1 9r1e Nc,,.c•c r�Ae►.u� 0�1P.o ON 1�Mtlt SAM EYETETI-_ + n . n wM srsclAu.TtKa —__ --- — r 3"=1 —Q `W"A � `, a Mya.AAT -' ` 4 -ASW G3 ASOj fY+�soG "Ta*CASK - - . ___. 1oslooc rxTt+roa�a'!z bICAM O�I�s: - -•--- __..1r • - •, � 1oo1i0t r,ns lu►'rNo►►y►i1a 102"A Iu of ttM. wrll,lrw / MrII M „SI„taOl�t LOrS.f1M O'rmr-41 P. r ",mf BALI!M:,ASwING C6 ROOF AT WALL r ELM F3 Al 3 � u Q L ROQE CENETRATION s - FS >< I I • p. \ E 16m4�u R W„: 01bO�fJ1' A f I 01bCC'C-'F ulrrl ©1b0@G ,I • �� t. kOOF SEE A30' H p ""TIED PAVENER Uver t 401 ' -`� CEDAR 51::^4 1 /% F2 F3 I. ALL DiMEN510N�S AAM 70 PAC:E OF A501 I A604 CM CR CENTER_RdE OK f*,OL 5IN UWE55 NOTED PT►-IMUIEe. 5 • NvAC UNIT ON ROOF CURB � i 2. SUE e*4EET A1QJ'. FOIE' TYPIS- '1L G • �, R _ ._. CONT LSAT - - — -SEE DE°JIG►v BUILD -_-----.. A.'�6Ei"'f3L�. .�s,F'Ca 1 I 3. DI1"IENNONS NGTEC: A& AS01 �/ I MTAAB�JpEOPENIWe'r)p FIS sir-r Iva Z �e � �IL ► ---_--_ - - ----- ra16�1:� .T1T. � A >31JI�AaI�•E8. /' • CRICKET r ; COPING + I _ PARTITION 13ELOU! y� I MhRCMi 22. 2Ctf�Y odm SEE F'L aN SEE Z'ESIGN 1 U LOF CURD )I . ......_.._.,_ �I pt Et , I F1 '�� 1•t of ` �'I � C1N�BE4T --- _ __.__. Et 01Ar Ll Cf I EI ARCH ITEC 'l S d+^SnF 1 of 1 CWI D CN PARAPET _ 11'-4' ,7 .A SEE STRUCT. ------�1•-, -�, --------.._-- __ ___'74-&�_._—_---- ------- '..�• 24 SUP"ORT WALL -- - Qn�IITNMif w$t VON P*WTS*IN'1 .i { _ --- -- - • '.� �' _ �' Hca A I 1U y t a " i E3 71 '­ 1'-3 1i8' 9USP STL. CANOPY MQIITLAJRf,wEacel W20%-140 WA l �. Fs F4 TRi PWW'�M VW #AV a0y CI1'RIA A'W3 ( ASO Wi RAERIC AWN'NG- .. - 'GAL. IL i WALL ROOF — — - — --- PLAN BUILDING C _ L� r----- -- -- - ---- - '-i d r . "f'QEFAERIC4?CC Rc:CF CN. SEE Fh A30A �"' C3 01600 A -- - _ q 1 '�.•�A R D - - T`F RCOF CURE W AS01Ki TRIANGLE T NTEGRAL FLGSN NG ,AP - - SEE At/3CA3 511.1 0151tp w >` � /z•zKb Sue-�iJRL�N9 � REIMIIHAII.D 1�°�''1�ffi� ,1,�► STUN.BAR JC17T5 . ' ' } ►, :...�4 ; ,.t 0� y SEC STI�JCY RCS71` LIGE F'" M L CANCPr BELOW �+ �' � . Wim. op I ROQF STQUC:T n 1 t� //7T • 'I CONT CHEAT �A -SEE 3TRUCT u r t --- - -- y WINGE POINT _ t ExTENVa�J E APAABIOT /TC BE 81 % � � � 11p�A11�1:/. 0R�4�QN 1 / r ' MTV TC T'�P TWO RUNGS OF lj FpR R TGN FUTURE S 9110NART LADDER -••. 1 ItUKa/r,T w>R . n Aar ha seo 1 s M M FUTt1RE S/17' X Z' MIIJ. STEEL � „ ,7►j '�"C U�'1.�,.Mdy►-�'JM►O FLAT E AR WELDED TO �1 / ! MTTL. ,MAIRCFI 22.. "M \ VERTIC CLS 5'-0' O.0 MAX l Q GIF;ICK'ET 3O'r,36' ROOK HATCH, 151LC0~ � �UTUR£ 2'-b' :LEAR 'n � i-xt..Ql� MLA�'C+4 ' •. - SAFETY � .`` � ~Y ' 'OST_- - IIr1 _-� `- 'sEGt1RE TO STRUGrJFIE- !"YODEL ''S-50 ku, SAFETY -- WE S FQUCT � p � Plb^V1DE SOLID BLK'G N POST AND LADDER BELOW. 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SEE'+E c«. 10"912 t rrre MICAM A A049L twIrm owma ~A p� r { o'�malc - -----trues e� mac•, — "- _._._—__ - TOWN Aaklmm�_ Now W r rvT- IM"A raa+twrrk.oom Lfvwm Ate/IrlS _----- S•irt-I..:6 REOu'FiED IVA • W tics IE — I' CA XWE CURB 1 1/2's 1 —0 E4 ! A462) IE --- — - -- --- - 1. ALL Dr*?.N510NS :.RF TO r4CE C� -•�� D1 1 MUD. CENTEWLINE OF P06T OR ' FI:TJRE GuT'ER 1� s 402 ( p4 El U CENTEPZL� Oc OPE"NIK6 UVLES8 ^4'URE GUTTER AND 0160©G L.T A502 AND C'1600G AT GREE'�IwDJ6E A102 iW2 -�� ►dOTEC% 0,"E"UISE. 1 GREEh•a0u8E �, ►4 � C�6©C" ..'r' - d68E►'BLNw��l F'C�}1t T�'r•'ICAi. Asoy cab . I Of IENS;ONS NOTED AS 'CLEX-R � As i �.: OP°EN(NG' OQ ^Prr181.1 '..1.E.r.R, Alm.: 4. SEE CIVIL r4L1. CsIRA,>r9�G 41.11 . . i'?"ItOv'E It9 TON - - - 6tTE "�1'1T g; r w - -'• - 5. A�L � l�rCab TO D1r ..---_ . .. . - I _ - __ � ..--'•''�'+ �,•'--.."• A'REE.'.!�_'-►�^,.CK SlTE dE&rsrV/!:S111L�a Y ,.....or ir. bE &4EET AWI FOR rlO. LZ QI1 t !�CL`_E ANZ, DOOR/A%tlAP* T)!'RS. I dBLE�-1 ELE✓��'G�uB �r_EXTERIOR�'..C.A�,G�''cR«L Y dr NNOu6E f / JONT ►JGAT'0N6. 4 i by pTF1�Ab I AECE a �''.:,,>Eh2 AMIE MEGNANIF-1 W s i 9L SEE EXrFE 2IOR ELE'VA'TIONG FOR }} . . . ► c � PERMIT SE `s I � i R'�ALE&3 _ A, _ I; hir4ltOM 21, 7t3t><f t i � til I � J ' \ `-- I .•---_-.,_...... .-..___._._._. 1 2 , i I � I l I l A142 - I ,�� I -- EN E CANOF" Q r/ ��5;0 IM. 1 - - - 0 34 1/21 0., A A �C IH I T" E C '1'• 9 GE DILA Tm F1 AM ft AG 0"; A Pwo`Rs/s)MAL CeswPM^T10N ' tli _-y GL•5 VEN_ - Al 19"ra/rrr%V9l t:A+.AM KWf no / 01SI1D / SEE MEGw I I �OYPnAM).0",GAM V"S.1-447 UlIA TRC�I1101tf Y?7 sm #,Am M."awl Rr, C) I GRIGKET- `"R'�KET Gt.LVANIZED 6wEE' GM VENT - 1! -_ r'+TL. 6(DING Irrr��lor . ,:- .r_n.,•.we 'qr �, A1102 6EE MECw. ! ON EXT. WALL ©© f , - C751'L dtE�rIND YIJFr'ER Cl T I G A iii �` '" r• ry i � DO N MINE AM2 \ t TYp, TRIANGLE ' - GORRJGt�Tgp --_ -- atme ?LD PROPERTIES, LLC ROO P GNEL r CANOPY SEE TDI, ET Ro-r•i � j/ r \ + SANOP" 13ELOW .U/ - F_Y.rJ4U5T.5EE �� C'ORrFlk's 4TED IRAN6LUCENT 9 +%VAC: ,'' I As4S \ xlANLES - SE[ A40; i ' C Li2 \ r Ai f � I � TIS ARD,. ORIEGON Ara — GAL:ANIZE0 GATE A5 N ttdGE l9ELOW Awwerer . Mbat IS - —. — ►--- - - __— - ---- -- c plcr.FT ---- - `Ga(cKET _ ira.Aul . �.�ua_woot_aNyr►.ol�l1?Is � � u� ---- - --L-? - --------_----_._.__--_ ------- ._._.____._- - -- -------- —--_____�_ _:__:__ .�__ - t - d MtI• A1IN�CH Ef. ,"foa7a U b it M M I M Ei 01 r2 Asoi AiQZ ASE013 ASOa D4 El A402 � r I I wIM► p. �+ . o ROOF" PLAN BLDG. S R F P N �- BUILDING A 3 0 , N10t.M?OObOOppT !d N IC I? 14 30 Iliff.11ll(lalll�llillllllll!III Ii!IIlI�IIIIIII illlll{iillllll illllllllllll { I I I IIII iillillllllii IIIIIIIIIIIIII Illlillllllllii lliillllll I • Irn,l�llrl.Il �nirlM�iN;,'�I;;;;j „ •" _._. IIII 111111IIlIIIIII IIIIIIIIillilll lllllllllllllll lllllllllllllll lllllllllllllll IIIIIII�IIIIIII IIIIIIIIII • � � � �I PI ��. �! �I �i �I ,f I I�i p� r nrm r nn6ru nnlr r un)r n nrdn du r rnrh r uuh r nnln I urslr r un r nn)r n usslrnrlr ru urs r urds u u unGlnllll �IIt yl ��rrI xl ' ) � I runs r nub r rudrm sorb r nrrlrtfr unh a ndnrr nub a uub r uuliiu nnL r nn)r a nnlno r 11 mrlrru rmh r urrin nub u - �drE- b,• a KKY NOTE6 1 � .it Cx i4+ LIGHTING SCHEDULE -- BUILDING "B" ff relf x I�:R.+c. DEKJtM�TI(7�4 Mp10YR1 g1.-bT7l£ 1 zrpA�1T WITH 4L1!10411 8431 tN4 D�(11Q�k 110 /� y�yyr - --" ' ' 00641 1 .- _ Y LC7CATIOPJ, INTERIOR 6ALEl7 All 41u6F'ENDrafi IIIYTI GEILO4G. J..MAIg�l o' �U+11ANOR64MAAW'+4f rgyi0 CLaIA>Mt �Adl MWI.& �r++►��-e r w4iAGTURER L16kTOLIER FLAII#i.46'TWM11R APIA,�00 APPWV W fie. riiRi,MI�1 MLr7iMC rRODNGL PRNDALYTE K' A._L411ll IZEfLECTCIIt I"R17r ci. Q.w" 119 so#L40=6 /� WA GI�ATiMrrb Pl.Idkx '3CATA-rJG•+ "T+111 AM•1 G-� f1,,RELCTOR, 40431 W ollll it% LX r14 l*VL60011w�T-1l drrlQY 1iAWd► • b� r> �IBEINAO 22=4=w J=4 w POWER RAD, 4041373 PGWER ,EAD f7CSL. TRIPLE TO6OL..T-A A^MMS WSSX! U .KA&*A il60d6K 404CGAp £ CORID, 1?D' L/,11P, (1)42W TRIPLE ;JDE 4-PM COMPACT FL4IORE6C9NT 'IN04; ANODIZED ALJ1%_1 1 = D 1■L1rWik>R2 __ j1���11�+ � �i1`1,r�y� Plrtl7EY�+9EAl PYP/ A7 -_____��_-____._- _ _-�� ^--.-.-.--.• ...- ,itw4► Vic!�tT Mli�tt DE6CR11KIp14: rw"TRIAL_ ll LE PENDANT 6ACRYLIC REl/�FRACTOR mArr MyiB,AiW* &WI1l RAOM b LrxAtick. GMEwIclub£b 1,.AC4rtIMk WOO+AM 2M a � _�+fi�lftTT n+wrr 1 IANLIFAGTURlR PENDALIER f7+01riA��l � ��40 Ullri owti owE U WJLT�� �fi TAl i: PL•hIDALTTE !ill ACJlt1 l IG AeRAGTOR �T, 00 i)�LW AW�� C..4IACTOR1 AD SMfq 0lfaQr IMI Y1r41MfL PrP RE�LEGTOR 404!1 �' OPEN APERIUIlE CAfA"*dk AMNWA O'l CA0HP4rIT10w K.AtWIll 33 004ilER HEAD. 4041313 16' PCkAl i" --j--L TRIPLE TUM fv%%%F AX &"ILACT Cry1CR p#40"L-T"CMP • 6116P@1+1010K Al CA&L.E/CORZ CIO' WOO*Iy CAN KiI AIII, USI i&A4W I•LAI1164N i'r*P%IWAp& 1/���.• OPI1.1111 LAI' , (U 42W TRIPLE T>,� 4-PON COMPACT FLUORE6C.ENT O ♦AI ill _ RMIAr•h M.R.'TION fIOLDlED Al IC. � G �OiC Fi.AA►10"ill M PYP! A! A<*4d r t+►[S�+L-IC� DIMCRIPTION: IA�UbTRI.CL-bTYLE PENDANT WIT.4 ALL"IN, l REFRLCTOp1 DtSL�lelw►pAl �/ - _" =P4 (h wh*svw iT�f"wIR LOCATION.TURLC.AI"E OREAIpeGYX T AW OFF ICE �0"Ir Qy own/�P 1�1Y/0 Ad" ~0.4 MAM11PWO(:4ER.: LENrALIER 01 f��b �p��� _ PRODUCT. ►°ENGAL`r'E 17' tLll-11Nt11 REFRACTOR 1 j rltp�l- y�,l��.r-4,�C4aok. • 11171.a W?�?►wi�4N CATALOG 1 I 1 c�'v:+�! wweo/�w-arslr-wr•� Ni REFLECTOR 40471 t1' OPD L`�RTJME LAt•lc.. �M;�M�d Mr w,"C4O�yC-_43Wl A&OPRUC� d IaCLLEI!1$AD: 4041223 :2-POI„ER.SAD FOR( TRIPLE Tlr'SE Oft dW�+r04 C400 0011116W 611bPE►iSION, so4c.-' cAOLEK.oFa 70' I aw�Tl"" 1D Rs►ArCIT4�Ml LAMP (1)42W TRIPi TUM 4-PIN CUMPACT FLIIDRRbCENT I O ILAPAAMOW f>LLRA FINIbH, ANODIZED AL J11NIJ.'1 I (TE1lfiAR N 4XM __ 41Mira 4'XTpppR 01G10ti Co" -------- -- -- --------_- '�"K .�- --� rgn0 NYt111N01it r'KXx'i1 DpC.1R �iE6GRIP*ION LICx+T TRACK COMPLETE WIT- LIVE ENDFEED6 !E rt Ill - �____�._. Mb1A 44 GTILSI+AL r\+lldO W QI.10R M4AR/1 4a NM11r,1'I IbI1RINC4t MOOR LANER6. DE END CAPE s1b REOIJIR P AND L.L RING 6lXIT104!tw•�f M1QY E�EA'*�.'ice ,,.yam AIOIIOI bT1011�Iw1 g4t7lrA IITA9lI LAr IPI.OLDER6 WITH AGGE66011� GLIF'6 AND .OUVERA. , I �1MYiLIC11/!!R •mfr.CRS�E L7R BIRD l�f.q �f►tJI YII14i/I YM10aCAY LOCATION A!'IOvE ALL 6..EL'II4ifD11C' ' .! ✓ 11x1^ A�I' J /�Idl._�i< Rr~yf.��..E 4MMIO.A "AN WMIL1►ice GLA"LW"AWF MWODUCT:I N R T I I G.TiL' r- 6 -�Yrl-IW /4tE$ I FIA+ '4► .M'E CATAL.DG 1 ' � 'J+A�TIat�Mii11R.1M rA.11R!d'14 x4� TRAC: HALO L617 (1 TRACK 66GI'IENTtl .+DINED Ab&<46IN ON PLANG' PI0111►1 T PLiWfM LA`1PrlOLDER ►1410 a-113&-210-215(1W 4C'GE86URr CLIP AIS ;,L/EIE OPLL L-r.ER LAMP, GE COW PAR3&Wft1PLAO D£G. I I e'Uil'TE (P),TYPICAL. r.JJA •Ot4 h 1*ATy DOAAR'> F --ss IYb1bA OWN"•A" WOA Aldllf- "Ill AddV'P"S MwMD C44AN LMC Pi AND CbA7U eWINCO R- WINCQ R .�� �- - _. r _- - - _. -_ __ -_ -^- _. �� Wil ! ¢I�Ill !$ RfI(il� 4 W NGO �----- J�4✓� ..�.��-..r+�.�..�� »Ari.► •RY TOILET aMA"MT l wOA ►'RG+A"jcJ.. CKX:K LRYSLIM 40 d 1. 1°IAUJER 4 LIGsWTING "'►DOLO E - '� CATION PROVIDED !A'Y DI : i1 D4 [I r Ai-46EN 4 MAIC T A4ECNITEC I& •� �_ M?'9 ARCHITECTS �WMES A102 ASO A402 AdOY bu NC RE&PONS;I51L1T1' I' ITS r ACC�IRAl 2. SEE DESIGNi49UI1.D ELEC. FOR !a,'�p I T I G`N,QI, L I�s14TINC, .. � "`-"-- -_.�_.�- -- - ..._ • -_ •, __-_ ._ . . J __ ..�--...-� -,.-•,....�••�r--- ...r-'--�----y '���.,; "� 9 Ir�p r G1.1. }°ChER r D.CT.4 3. IEEE DE61C+N/B11LD NvAG FOR Will p PODOSED D:'CTS 4 UNIT ^ T,c 1 010.1p ?"'1CLN'�'�Ya NEIGNT& 0 CJ \./ ��F cc I 4.CONTRll r �++,UI1 C 44JE5 M TE�.�It).GLLS 314AL1_ t BE ITN T' REAC�I S FLr.+Elr GRI=FN IOaSE , �) FD M UBC OQx.O©: 6ZCTION 1109 � � -DAA 84 ,.� tiC'F_. SEE [..:C: SSC: s 5 ELEG'R':aL 4 dF._�� t A7,1S 0701_E c c. © ASOs ® OUT S 6WALL 8E t}T }i B3 �� . OR -:G:: ' C+NG� 'ti-C � 1 CE .'tiG�'IF CONS --E oa_-S LOWER THAN SI % t �' ' ' �tSTdLLED NO S. IS .150VE Till F;._OOR AS 4. - iIV NIE WIRED TQ ""E DC7"?01`1 OF Till LOWEST ,1 I �.. It.. 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I�- __ _ , 1 + " v , - o�co�rt ,n�w,rrptt �• + �- °ti ' •r' a - FJTURE 11 915 ; T d --- �.---- -- -- - 1 �'t> TO.GLM AC'AVLSG SNALAW O'022OD T E3 �tr?aea---_ — anMwa ==Mwo or v wrt1 %w,arwt 6 1afL✓ibf Z!!D T t#R; tiwt112 A INTIM NrC+rt vow CPt MOIt2�+ �+TliNcx7w tdOrx>rrtxaw 09060C 00*IA1 EAT ELEVATION - BUILDING B ��� - 0040A � �» 0"Iv i 61000-0 k swam OWSA tr-twl**•,W OAOWAM cl 7m\ 1SU?Oa LATWN 3 AyIZ ASI3� ,) co A rye Mb1lc�s�,��w1iG 4 Al02 j =8 a k!L 1Y��Li�gh�� 'f1 CsWTTEOt AT FtJj t� 4 p�►�o y.-Two • vv" tlxoArRr� PsREEw•'+O`.6E _ fv�bOID.r. 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N'Q 1 s KL8V *rrt�.� e I , AL- - - -- -- �q Mf 7 ft1. y ELEVATIONS b ,� �, MI ST EV�►TION — U ING B � ' BUILDING 8 A 4 0 , Its IWDrtrrrr+ufh otf• sLIP2pop�1oa.�rT200p � ' ,:+ aa.t«�.lrr»r+x•+'�•�� �,��r��'�eI+AN"�ht - tt a N a, 30X Q � ' Il�il�l�lllllllllllllllll! III IIIIIII�IIIIIII IIIIIII�IlIIIiI illllll�llllill 111111 I t11r Irtltl , I�IiiIl,IlII1,+1�rr►rrr ;l,i,illilil��Ildll�lllllll Il�Iliilfl IIINiI�I �!II I � I '! 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VAJitI o�+o�c SACK"woo (EEE CIVIL) NEW dMCE RACK SEE A303 Ilt 201 MMY DOC IMM Alp el"'D EXPANSION ILtMDf�M NIpA !x'RR,OR�.POOPL4114Hu y i SWCA lxTzmom WOOD DOOii • awl2b ►`Tamboot WOOD DOOR I 0036LA AEGYKk4J�Ov%O"AD DOOR CSAW15 oTO1�owx*0•RAMMt3 oTrlTWI A3 SOUTH ELEVATION -- BUILDING C 0"2VA J�.{7•Wl 604> p p MNlIIGA Ca.E.M!AArILATMC!(il-Aoo IIT dPMOA VN41W"7JNT faAleRM[R /E?aOD rO1!►1t.MiD CM'�Ii 1"L.tAT>t[Ik aw"s Sim "ALL P1f 016 Osm C CIT�l-q OOAAV VW%D "Milt RKS GTT.M�P - lowbs! 1�7V`D 0A7rA i r 0%61&A AlUIDWO MEW► OPW44L YM PTD. 04S10A LOo00D 0WAN LOX PVW-Z AND GATES"WVC ,. a WMD lI ERnO1t PANEL II�rCiN�A LINE OF 6pU7a•1 W4LL .— .._ __ t '� BEYOND. - pap - -- \ MMt Now EXTmoUk"pt 7. D1 E1 LINE OF (E)ADJACENT BLDG. MEN TOa/TApCaMpl� 24' 7 TA.C1"W — - - - Sid— --r--- :.._: _ . 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Grp T,n `I Tj \+ TC.DRIP TJRN CORNER : .� _ :_.�" . w. :'w�:. ;.'�._-i- - _ -- : ::�« - __.._.::.- ----_._._ . :-: 'F:AaHeV3 -:s »�:.�..�: -_ _.__ • \ 1 AbNOYa a ,JITN P - pt " PERMIT SET LINE CIF EY 9TIya _:__..-``. __" �r : T.___--� -- _ r`1' .: .:.. : : ':.�"= ..�:.._ _ :.._ : a .. : ..: __ r :. _ ". . J.'_C E5_D� _ _ �• �' __...__ »_ ._- »..__ .__ . ._.. » _ _ _ _ __.....__ .__w._.._ . r._ _ �AA14CH 22. 2000 NEWAND EXIyTING BJ!LDINGS 1-0* dO T.d ENDS ---- 70 TO&LAD mum 4 A ►11OVE99ONAL. CORPOw%TION D3 WEST ELEVATION — 22>306JT601YRfT 'ALIOM , F 3*0 !OUTLAND,OPWGON OrM-2447 USA 1/8"=V-0" TELEPHIM W&W S,*V FAX LO)741 NSA C"1.J w4-ERN B -•-�+- AT G '� _ `= M�w,.ent:r ,- ---• -.-..._... W 3 +r T I G A R D LINE Gr AUrAGEN' dLDG. TRIANGLE E 30 E I FOR FURTHER INFO. SEE A302.- V REMBOLD PROPERTIES. LLC PAWED © 80.A --r-+- J� I d SIGNAGE PER TEN,4N-, ,. _.- ,_i_ _._. .._.. . ..�.+ j LINE OF ADJACENT ,. .. TIaI+►i��1 OaEa®1+� DG t+aE BL FOR FUR R _ IN"-O. 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Thr _. 1�rr /� i r 1 - - - • t. - h- 1!;=�=�---��+-r! •1�-."�1---1� IiriF..-/1 ,- r Y --� Y_,.� r-__ .. - # �( w AZ ROCKL!?Y RUG 1b WAL68. -- .i'►� _ - .. _v~ J 6 _. - -SELF ARCHJE wxuS.ONg I --. _�! RpCKEAr _ ... ./ !�� I I G A R D rwo _ - - - r a[[ AIH _ .- ©� , _ ARCH r ,i r � `"`•11 - - _ _ - - TRIANGLE _jj <. — I RELv1H01_D COMPAtJIES ' � ""`-�s-•i.=a:._s.-c:fix- I -• _- -- - .. ...._.. _- ..._-_._ +._ 'J I-1 j -"�'�-�' - :4oa.a:-.-_:.+_Y_rsas:-:.srrae-a�cn•.m•-s_--,:=sa= -_n _- --- r.-attm•',R.u.-.•tn•r- .• s.---cr:_ria_a•—r.-r.r:-. x.,'1rearz r=.ac•_—x- ... u + ai• _._... - .,.-_ ._._.._ .._ ._ //// I c. PORTLAND, OREGON C. I 'r! I iJ1 '4,3'� F `�4:3.y4' , _12 III / I I - . .irc r No 547-001) / h P�J LI I-- -- r -- - - -_`_-•_--• - -- ---^-`--'- ,� - PILI AV I _ -. - •-- _ "-7 n,n • MARCH •, 2000 Iowwdolove , VArf , MlUtwvr�r. 27.53' F.��BIO�V' �CyNTR[�L _NOS EROSION CONTROL MEASURES WI I f3f. INS 1 AI-I ED IN -- ACCORDANCE WITH THE CITY Of TIGARD AND USA STANOARD S• TYPICAL MEASURES WILL INCLUDE THE USE IDE- INLET BARRIER 00or r,r,_, , PROTECTION AT ALL NEW AREA DRAINS, AND AT ALL EXISTING �` � • CATCH BASINS WIT IN GRADING FLAN H THE IMMEDIATE LIMITS Of CONSTRUCTION. a Now rLa. Owe?Ift 02 0 y n 12"sW ID,n n AM arr. nUP2000.00f02,smm 2e of 11 �F ! c II I I IlillJlllllillllllllll�lli!IIIllllilllill!IIIIIIIIII�IIIIIIIIIIIIIIIIIIIIII I i I IiIIIIIIIIIIIIIIi 111 13 Ilillllllllllll Illllllllllllli i II I I IrI,,II+�I�!11f�11 � � o / � ? (IIIIIIIIIIIIII IIIIIiI�illIIII lillll(fllillll IIiIIIII,IIIIIIIIIIIIII(IIIIIII Illllliflllllll IIIIIIIII� lllnn�l mdr�uuu�ilunL7rdrudrTilluuL611rrldn��luiilunllTt'ilrndrifillnllltlrlulr�lrlrlllr I nnh�lnnl�innl► rIr rr t r ..rudrT�i LI�Iuli��urdr�ur�l�lrurh�ilnnh n norhri�r�hr�lmdi}�illndr�lwlll�lunll?hllnrb�ilwdr�lludr�lunb�i►Iunlw;ll�r�Imr6llZlradri�lnrdli�lreu6l; n a - � Q fill IRU, _ (Y _?�:,c ,� .'�•.�'i 4 "l rEk FAIE�� Y,ATERiA r 11 j j. .r Y • ;':, * .' ; 58" ODE R 'LL.SAll t�A:rcu� Y Forts 4 `k4. 0?ATI(rtr REIT3►FCJRCE44EhT EROSION CONTROL NOTES - -�- :e :ONT�� IN'-' . ':ROSVYI,SEDwENTATION ..INTR')L DUF'I.v •[G W44 FOR SINGLE FAM'LY AND DUPLEX RES�LENTtAL 1 147ALL AND MACON�fF � ;el,, TIME :)F THE YEAF, rEk THE "E4OSIGA C11NTRCK FLAN`. TE!H►.;':A; GUIDANCE HANDN^" (ESC) DATED FEBRUARY 1994 AND UNIFIES SEWERAX AGENCY'. V R_CONgTRUCTM ENTRANCE DES G'i AND 0N5TFuuC'N STANDARD:,. 040 %--44, CHAPTER E r '•, NOT TO SCALE i AFPPCvAI OF TH!3 ERC15'0NljCrMENTATi0h CONTROL (ESC; FLA% [•;UES NOT 'Q►/:'ItLJTL Al., C �cETr. T[-HIWCAL , . AVE t+AND603K, DETAI, 3-1A AF'PCjVAL OF PERMANENT ROAD OR DRAeNAGE DESIGN kEG SIZE A%C L,)CAIIUN .k ROAD`, ►E ORUAR`r 194 F,PE.. RESTRICIORS, CHANNELS, RET[tiTION FAOLITIES, „11L '1 . E': , 'HE iMPLEMENTAnLw, ri THESE E`,- F:AN`_ ANG THE f.)NS1R!'TION, WANTENANA. Tr)aE UL .^L -' cc* F REF-AiEMENT. Ah: LN'GRAD,NG -J THESE ES' FACILITIES 15 THE RES�JN,IB:uT4V C4 1041 i� 'ukE V,... ' Y f.ONTRAI`TGR LNTIL ALL CUN'TAUI:TIS+4 IS COMPLETED AND AFMOVEG BY THE UNIF,_{, SEWERAGE ACEI,(Y 1USAJ ANC ALVATION'LANrSCAPINC IS E;TAEA,-!.ME' - r 1.1EA' IiA&ryire' „'�" . •,... •�.. .'JA �IIMr'�it L C,RAIOE r • 4 THE BC"JNDAaI, OF THE �"INS7RVC';rA4 3k<WN CIN TNIS FLAN GmkM BE C�EARt Y F.A+,«f: 1"'. �� 04M :W 'S1�Bt N THE FELD Til C,`Ib,TRUCTION DIA+NG THE ;ONSNJC',ON F'ER'7u. N'u WSTUWdAN't b' /MIS BErOND THE FLAGiEG C_[Akf;G SHALL Of PERMITTED THE rLA(,GING SHA.: BE MAtNTAt%il �ifiik�1G +f1 �` 3 :� ern'$' '/SfF'y' x© 81 THE C,'NMACTOR iO* HE DURATICN OF CN,IS RUCTION (idjT / .�ItI,L S+GIE .� 311�^fA$ ~_ PLAN YUP C n r *1" +rbU ArYT`AIi',t -� 5 ES" FAi11'p{c Sy,JNN C�. THS "T Of "r+rS'AICTED IN ON..IN:TI.,N A. 41 :4AP1.!TTA4CAK O< frtt.TxF1 EAt C►EARING At& GPAD.NG At TdviTIE`. AND IN SUCH A MANNER A, TG INS'JRt THA' ',LWiENT AN, SEDwENT_.ADEN WATER D%S NOT EWER THE f'RAIWA SY`TEM. RI;ADwAY_ Ye SAI: . v »___ ,,,_, � , ACPLICABLF WAT{4 STANGAaDS .. IF THE ESC ;'ACILITIES SHOWN 014 THIS PIAN ARE HE T r .`. YJt M�rHAU'4 REQUIREMENTS FLIP a!„ A'F►c. ,• q�. TE ONDITIOIIS DORM;' THE CCINSiF!1CTI0N PER,OD, THE''A E:C FAI'.+T1ES SHA:: bE �� - -- UF�FADEV AS NEEND FJF 'INEXPECTEE, STOR►A FvENTS AttD t0 ENSjkf THAT SEfJwrENT AN. �! T S.fDwE'+T-ADEN WATER ;OES NOT EEAVE THE SITE tow 10 W. 'HE ►;f FA%Il-FS ',MALI 8F NSPECTED DAILY BY THE CONTRACTOR AN'J MkN1AINEL All r . L ,, t A,11ir,�►= M, t,i'�. ><,-1 A; NECESSARY TU ENSURE THEIR CONTINUED FL,1JCTI(yNING F:%,rr.A�* 1(/jolA SEDIMENT / `�A rN FENCE � `` 9 AT tir TIME SHALL MORE THAN ONE FOOT ;,V SEDfU00 BE A_^:*E^ TC AC',JMULAfE Pima* A ' - —•— — I ' + I TRAPFE) CATCH BASIN ALL CAT;N BASINS AND LONvfYANCE t'NE:, SHALL BE CLEANELvj K 'U PAwNu' THE C1FANu4r, fYPERAILMI ,HALL NGT rLJ`H `_UWENT-LADEN WATER ,Nin THE e. ^ DOWNCTREAM SYSTEM CONSTRUCTION ---�'f 1�I1 T 1' 3 ;TABiIIIED GRAVEL CCti5T6lICTIOn, ENTRAN:ES SHALL bf INSTALLEL 4' THE btGtf g1L 'X ENTRANCE 1 -^ --J 4.J I '.rjN'STk!LTIC1% AND MAiNTANED FOR THE DUkAtIGN ;TF TrE M►O,EC' ADD10oA1L ME•AS40". EM] T.4E PROJECT MAY BE REQUIRED TO INSURE THAT Alt PAVED AREA, ARE KEPT CLEAN FUR lot Ct3RATI% INt F T B A RRIE R = (TMP 1 i 1O. S1,^RM DRA1N 'N1ET5, BA5lN5 AND AREA GAAMiS SHALL BE PPCIECTE"-' 'UNTIL PAVEMENT. , ,t l SURFACES ARE iOMPIE'ED ANG,'Op VEGEuTJN IS RE-C5TAE91IS«IEv 'I PAVEMENT SURFACES AND vEGE7A11ON ARE BE PLA'ED A' kAFIDLV A_ P(SIBLE 1 Ago" s�:q-!r"•% N'RETE SLOCK ' �, 17 ;£FLYING, MUr,CHING AND FEvE,FTAnr � T . r' IN ,HAL. BE PEPFORMEIi NC LA {a t++Aq SEPrf,MBEJ, h_G EA,;H PHASE OF fli►1`•R1C J +j IF 'REEF 15 ErP,OSEv SOIL, ;IP SOILS hc,T fully S'4b417E: &R-AP NGVEMBEF i tHQ!„;:,H 13 , APRIL SJ, THE NET WEATHER EROSION 'ONTROL MEA�JRES On.. bE III EFFECT. 'Ai IL AND 33t, TECHN,CAL :;l'IGANCE HANDSON, FILA Kljl,,REMfNTS jl'.!i.,31ct Xp:t r 14 E:,: MEASURES ;HALL BE REMOVED by TH r,,c a I T c E i,EVEL E M4+i;I r£';E ATIDN Ij L'L, ESTAbi :> E M'' '-•G ►A r' Avf� IT;” rFM ;Ey•«I r I'I'Y USA INSPf.(,TION DEPARTMENT AT 944-8444 �4 HOAR, PQ,(IR TV ANY I:rh ,11! ' SEDIMEN 1 `FENCE NOTE - •,` " 'r:'.`" a�+• /• 4y• .r I ( I THE FILTER FABRir SHALL BE PURCHASED IN A I, P(1!! T THE BARRIE10 TO 400 TITS USI: DF JONTS. WHEN J MI , " Of SPLCED TO(AtHER (1%LY AT A 1✓!PPCIRT PUS. A, �,,,u s' ��4•A,It f. FIS MII+;tE 1RE' �_GRAVft FILT�ft SON ENDS 5U,AELY FAS FNEE, 10 THE Po'I. SH,}W►I ON SED'MEN1 FEIr:E f:ETA,L ON SHEE! 3 �4 � E—. r f ..."... ✓ ,`",\i ' THE Fk TER FASA:: FFf/CL iHALI. BE INSTALLED Taj F,ILL411i THE WHO! , (Y - THE FENCE POVS SMALL BE Sr ACED A MAIIMUM OI E rEET ACAW ANU DRIVEL. „ r 1 1 3 i 3 a diT'1 THE GROUND A MINIMI,M OF ift INCH Ai14E SCREEN THE FIL'EP FABRIC rENCE SHAH HA,IE A MINIMUM VE4%LF b,1441 .�F 5 111,.«E_ A PLACE BIO BAGS - EACAVATEJ MATERIAL FROM FILTER FABRIC FENCE IN"ALLAIVY. ',HA;I Of EkA$ "F, A! � r`rl�IifrC74B END TO END _ 64 I :OMPA,"1EE1 4LGN- THE ENTIRE CiSTl1RBED AREA ILC Jtyr 1T F E DU t TE F 8 C EN:E SHAI TAi17 ,4 ;TANDARD Cp H A0 'Y P R API i A MA140FA^1JREE' f'IT':HE: LCNM'`. fWr M SCALE " Lrr,q Z"r1" DST INSTALLA1tON ST'iCHED LOno�. SNAIL bE .hSTAu.E(• Dti 'HE,JF L DIRE *viir _ a" j I UI THE SLC'FED AREA I `. rL'ER FA4 : FENI[i - SHALL BE REIA.?VED AHFN THEY HAZE SEFA 'NEIF .�:ErU. PURPr,,t 1sT.!(((' ;`�' �I.t. f Q , ' e'r NOT Gvr„�E THE I,P Lr,PE AREA HAS BEEN PERM4tIE1iT.Y FFf.'E':TEU ANG ^tAel.IZLE � • ti! ,r fALmm 'El. ";.rIR DR OP I NUT h TFP FAFR,,; FENCE: iI•A.t BE INSFECTEI. 8Y APPL).A}IT1:7NT&ACT1:* OVE:!iAT{ I ArtEF YPT4 rRATE p 'N RA t D 'E PALLY D1 I.: PPOLON(tL) RAIIArAL; ANY FE ;RU k PAP' 1 ' C-."..... a 9 I EA' iFAD AN DI .Y of E t Ir4 rr:F i J I r,. ;MALI. Ef MADE �4tMEf11AT{;.Y I I ISM v� WX TO � Off ..r,,. .�. _.Ii1-,.tr,..fl wANC,�•. '.k :F 'N I � I ... .;. I Dew/ •�,a �� 1F Iluc., Cr 1 ' � ;•v ,1 " N ,'r *'IR[ ANL; 8,' : .._...._ .• :Nyc Ni; Of' :;1EvEL 'IP'ATEN' r , , I I `' •t r , _ ....'�' I A►m r 7M " wxw• nIM 041 w�fS &TW3 *n. ..II•�,. I , /f♦• A TI �,_� ARd f N, , eA•. TRIANGLE :`r'ERLAV c'' ITYc A RfMFICJtt_El COMPANIES SEDIMENT FENCE I I PLAID VIEW '� (] INLET BARRIER + ' ... L I —BIC'r;LTER Bk, ■� STRAW, OR BIO3F'ILTER BAGS i I j SLQDING �R;'jNG PORTLAND. OREGON M+11• %"M0.+ 0, ft3Cc SECTION A — A nr,•.lwq, ,., nlsnrw..rtro, 1 ALTERNA_ T� 1• -..,� Him. A STAKNO OF BAGS MAY BE REQUIRED WITH EITHER METHOD OSING (2) 1"x 2" WOOD STAKES OR APPROVED EQUAL PER BAG. OVERLAND FLOW BICIFiLTER BANG 1 EROSION CONTROL NOT TO SCALE Tom` !1.ALL P LA N, NOTES A N D P.EF: TECHNICAL (,1i1f)AN(.f HANDED, .'K. CE14,L ' ;� s, t ;�NrF +ANpF3r10H. OFTA,I j-,�, DETAILS { At'of / I FBR!IARY 1'-1(14 t?FZ+1A?Y 1 � �,W C 3 Q !M OaranrwlFl>!tr.+ �II�' •� �3►�iMaM+rt.sFrieeo•aaveY rd 44- � .�•- .. 30x ! !!!!! (!!!!!! IIIIIII�IIII II�IIIIIIIIIIIIIIIIlIIIIIIIIIIIIII IIIIIIII111!!I 1111111 II I I �-� _ I ILII IIIIIIIIIIIIII,�Illlllllillllll lllllllllllllll IIIIIIIIIIIIIII IIl!I!�IIIIIII It1111�111l111 iIIIII VIII! 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I \ \ ( 'i \ALL S►ORM WATER r0 8E Rpt,rEp TO�xISrING \ CON& r r DETENTION AND TREATMENT PONDS AT NORTH STORM MANHOLE END OF EXISTING Of.VELOPMENi r It,r93 Of FIELD VERIFY 1� INSTALL t- CONDUIT W/FLARE LMrES TO SUPPLY POWER TO TAMPER SWITC«Es ` 4 � PV U { 4 o Ar } I 1 FIRE HYDRANT PIV 0 of oil _ LIVE r 40 F xYS r 998 e5 6" IIAEI 1INE I l If 19980 J ' INLIFT t _ �'• FIELD TO EXIST / 11 E 1UJe0 a Woo 0" n� a FIELD VfRIFY IE. ` IE 101 00 ,F1 40w r N f L N n CONNECT TO EXIST CONTRACTOR TO PROTECT EXIST UNDEADRAIN 6 STOaM DRAIN PIPING FIRE SPRINKLER -�\ .' r1 LF 6- DIP INSTALL IE:1961, \ _ FROM DAMAGE DURING CONSTRUCTION RISER •ti O S,0020 =Ifo' I AAfrrglOW VALVF9 FIE.L 0 VERIFY " Jam___ / 1 I • v '-----EXPOSE fxrSrrNG uNDFRORAIN PRIOR IT '•-� CONNECT TO EXIST � CONNECT TO EXIST '� w �' � Olw 7•p 1�I, TO INSTAI LING NEW PVC I FIELD VERIFY IE , FIELD VERIFY IE I �' t?" 6C S~TMO 2 LF IQ_ PVCCO S0t3OS = 0014" PERFORATED SEE DETAILUNDEnSLAS SHEET DRAIN 011M , 20 NN IE ?o,e5 (( _ F IP I ItTin N - 1'• PERF FOUNDATION t / FIELD VERIFY DRAIN ITYP1 I I r f NN T Ir ,c,+ Iy (( ROOF ORA W 19 L F 8" Pvc ! ._Q S , 0013 SS STUEi il•fAN;.Y !.1HAkJ• I , CONNECT TO VAU Io V b. ' BLDG SEWER CONN TO SLOG r WATER ?'�V sre� I leo !F .- Pvc --_ f I " _ . O S 0 026 I 4 PERF FOUNDA rION `- -- - I( I r f ( - - -' - DRAIN I T YP I + 1 n C O S02 C O SD14 Q. (( f 1 -no e I ,`3b�30 0 I E 202 8 ROOF DRAIN lE 104 30 a / ►/141 4o Q T_ 1_ 1 t CONOuI I T LI t c'SG,4 CONTRACTOR TQ FIELD VERIFY v TA►M6 .P.AfJ A'r GOS np,�c,T/oN DEPTH AND LOCATION OF CONN TD r I \ Q EXISTING UTILITIES PRIOR TO ROOF DAMN ---_ _ . IND I( I \\ Rf Ol�'no 8? �� \\ I � CONS TAUC TION � I I C C L IE , 209 30 a� ,\ 49 1F 8' PI/(j \'� \`-- , 4" >pwc'rt+WE 49 FIRE SPRINKLER I TIMI ,q Al e S 0 01 r -1 RISER ,1 Cr6Cfi �� 1 ` 78 LF 1" PVC PIF A�rr __�QQ � a S 0010 _ Ore ` 'lam.SL)4 / O, ! - --- - ---r -. IM� 0 It 20133 03 t e' PVC ; • '0 y l AE.I�MMMG aMAl4 If . 206 30 1E . 204.0 f I i a CONN TO - OSINK T ,8.. WPOPE j- / CONNECT 1" PVC i * R 00t 11- ROOF T O DRAINTO S►AIA WAU 1 I Y I I T ' DAAIN --,_,. 1 � I "v`"' ( � CONN tO _ r ( I I I I ROOF DRAIN C 0 SO9 I I I ! II _ I PVC (I. 0 IE 104 54 4-PVC I I I I I :er / ._.... . . - ( CU.11N TO 4-ss� I � c=� I - -r--ipJ , 20 , a ov TRANSFORMER 1' FOO ORAMV J OE . 208 34 II I SINk 4'P vt: � �'P I PAD le' X Aq I - - - --- -•- -- - -T- - - - - _ - - I c- i 1 I li i 3 +F e Pvc I I d0 LF e'• PVC I I 1' PERFORAfEO I' C O SDA j I •.,� C O SO}a_� Rf S o err CONNECT END OF EXIST I ( 1/NLIERSLAa ORANV ( 1` HIS j RIFT 3��i I s S • 0 01 I I 1113 LFA Pvc I "'�' I RIM ?09 o I UyDERp11A1YV TO NEW IL I: SEE DETAIL SHEET I I _ -----eO LF e' PVM �' l IE 105 31 d i I a .5 001 I ( 1 IE ?03 51 I �r N , I( Frr�f3 IEIAg 1' PVC STORM PIPE As Aco d� � :o I ' - -- ` _- - -- - -' �-'f`•- -- --- - _ _ __ __ _ - _ - _ I _ e s . .a.o27 (. . h I I I <-Pvc O14N TO ROOF I I I - PLUG AND SEAL END OF I � � � INK - - W'4N.N TO ROOF EXIS r UNDERDRAIN AT RIM 109 1 I !•moi••^+i�4 ! L,.R j,� , I 1 ,- s -1-0 I AIN I ORAit POINT OF ADEOUA TE COVER IE 103 AO - -_ - - - - - - - ACL ( ISE-ia-moi_ _ _ -'f`- __ - _. .- - - -- - _ I = -- _----- � - - -•- - -- -- -J i I I I'I ` �r�!` I WAi[A -CCNNECT 10 CO SD8 T - - - - - _•- �- - - i -- - _ BLDG SEWER f it � •r .+ RAi1;"--Met D� NEW 1T,r IF 107 91 - - - -- -- _ -- - - _ ._ - N£ ,ALL -A" • tl ria - -- - ONN T� 14`c�o;w­ 77D F I ROO HRA NROOr pRAIN T' _ .- .,�_ -' - ..�.—'- - - - ,,,- ---- _ _ IFx'I PCif VAM r •vrr ATC s PIPE THROUGH WAIL - 1' pERFOAATED If a•' ` ` � W/DRAINAGE FABRIC WRAP AND EA.'O pl UG + jr IrYP THIS BLDGI SEE DETAIL SHEET �. 1 \.INSTALL v BACtiV_LOW -C} TRIANGLE INSTALL t WATEq REMAALD COMPANIES C1 � --- • I TING UNDERDRAIN PIPE CONTRACTOR TO d VERIFY DEPr,H AND THEN PROrECr FROM -- DAMAGE DURING CONSTRUCTION OR CAP INSTALL 1-t/1" WATEN y AT POINTS OF TERMINATION AND INSTALL METER 6 SERVICE r NEW PIPE UNOEROR.4IN PER pFrAR VPORTLAND, OREGON l PERFORATED PIPE WITH DRAIN ROCK SEE ARCH ' 1• AND STRUCT SECTIONS r• 45. i.y r1..Awa Warts , I►4Mr TO FyrS r 12' WATER �� ♦ ArNo* r rrt e. UTILITY PLAN! I A v�''" C 400 !fill iW OwMtwuINI 9r. 30x • • b... ..---•--•--.._.__.._._.-..__--+r-•--- - .� .. .•�''!' �'`W ,r+{, c.e4of .. ... r e.; •Mr 'mac_ �ti,/r+M1I✓� ,r4 �n r IIi14Jllllllifl IIIIIIIIIIIIIII Illllllllllilll IIIIIII�Iilllll 1111111III I ' 1 III IIIIIIIIIIIIIII IIIIIIIIIII!!I I, l � 111111111111111 IIIIIIIIIIIIIII lilllllfl(IIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII►IIII III II 1111111111111!I I I iIiII I II I I I l l l l l " IIIII{ 1 uYlh r nob a uurr r onlun nrdt n nnh n nul►1 1111 r unlr rinnbifilunlu rluubifiilrndt61nnh171nnlnnb lar I n lir 1 audr r r u6lTiiluulr ulrlu nob r Huh r nnbm r�b r unlRTt nnlun nnhr r-unh n Holt r nrtb n nub n uuh n nulnu 1 r r mrb►r rrrrlEIi rrul► urdr I I I�rllla,�>U �� I ilfl fi � ....—...+•..•.... .9. _ - l.,l,.w.� .._ •.,+•tiMwrM�e••aMw'�w• ,......w.. w. ._ ... .....,,n.A.d:,...r.^ur. .. •-I R 1 s i �•�wWrr��~ �' �"' - ' - L S7MI•I•f FA*FTfL 8• AM.TE PA+MTCDfS Ar 10'1NIFRt/ALS STMi'tS w i t6" G.lr"� STRftS UM --, ---o--- _ AgPHAULT PA04C - - - at 2. 1:t IIIAX- SLOPE' t:t +t1A A6:Iv£ GIJITER L/P ?�y Y 1L 4LOF'c . • y�jE w + •--------,- 1/1" RADIUS 1 ` U� r►p) Y \ S' 6 6" 4UN _ ;TFrUc;IVRAL 6000 P51 SECA0N C �'�,r-. `hI p� I CONCRF rE y ` y- • T YP I C q� R 0 �' H I K --TOP OF ASPHALT - CONIC FLUSH TO ASPHALT I . � Y MACT1 K LENGTH VARIES 2' LAN U f E U� — rr �i� a RACX LENGTH PLUS .' y (MINIMUM E') ?" c.LR. FRI V BOTTOU Of VW SUBGRAPC CCWPA 7-P .\1.... . ` C TO i4W.. 95X OF MAX DENSITY - e' AMr1[ PA+hTtG KHEN S'RUCIukAL IJ�CA'NESS E� ' -,Tr,Of'; � B PC•�"E i` MN BAS: ASFMALT PAV41ov \ '"`'�� ASPHALT PAYMC �,., I�.TES.. �v4iFA�TEG TO b/N '�59 :,r VAS i " BENfATh 1 1. SIDEWALK RAMP SLOPES MAY BE REDUCED 10 1 R WHEN MODIFYING EXISTING FACILITIES. 2. SIDEWALK RAMP DETAILS ARE BASED t)r, ORS 1.7.!10. �� � �� BICYCLE FLACK DESIGN �' 3. WHERE THE PLANTING STRIP IS LESS 1HAN 6 FEET WIDE, THE SIDEWALK SHALL BE LOWERED AS NOT TO SCALE + ` .\ \ \ \. �, \ '•` !�� ���\/�\� t \�\�. REQUIRED TO MAINTAIN A MAXIMUM SLOPE OF 12U PARI••: BA:.`_ PER /�, �^ A �� N'�N-SrCFrINM cRO.t CLtiSS �'GG - - - _ . ___.__— -_ __ __ --•� TYF'c � �rL l ���� � lti�lll `' 4rr;ty;RETE * a RkGtJS A88fiEVIATIUN8 / �' ..J J ._ /' STANOMG MAN--AL r1 TrF.I,AL� GRADE RING • { o I A'. ASPMALT CWRE'E �/ r -- ^_. i `•;� ., �.— ___L_ AUER Abr A,t,RE,ASEr 8ti5E• PIPE !•+ PONT 7i' l'Uk:A TURF " 4,. MIN ` �, Ar I1 T PI POINT POINT OF INTERSECTIONOMPOUNRyA!Lr rINI J1 .;wa-r --' . :• ,. •• :�� �'_ OrG%N CURB RET;jRN BE%CM MART PR- PROPERTY LINE BE�j% I/ERTI�AL -jR�� / DINT OF REVERSE GtJFtVAt+JAz{ •I :A�' AON PIPE PT POINT OF TANGENCY '•• al w4TEanGat PIPE PLu; DVC P Y- LCHLORIDE , wu., iTOPs -;Ar r14NT RA I �,,.,. ...... .. -.... -...._... _. _ ._. I.,,-T[ _Es., ,t ,A• vg, I r: ;,... •F,r OL -VINYL R C US A"F ,.r r.t1 E As LI.. . • • ' 1+e�.t..L- RCP REINFORCED CONCRETE F+E %cL,N; APE 06; ._I`1 VA. BE A�_�iAEC •,•• �•��• • A'•[MPlP A., FA-.. .. �": .v �' ..•,DC � 1•..0 r•9P A � ... W AY N w or AA. r Y -AI4ML'M�,r 6' AROUND c , • �"A EC M%Ta: G F� SEWER ti I. E+. JA'*+^+'SIF. ExTR-rCE_ . . 5� RiGHT-OF-W .E.NLx ;r T -NAR. i:t.IT kE •" �E .��,_,r; . .,�C a r• �� c .E b1A`>0 SD STORM DRAIN L..,• AE+r r .'SICA, SL SEWER LATERAL ' .� ,. ��rr�Ir• —r ExPA'. �. .' EVLRv STA STATION j STO DTL DETAIL ' ,.� L••. .^ ,.y p,;,- STANDARD D TAI I ,;•. ,.,� ,:•. •'. _ :'E'+ . .'.���r rt'1' '.�'TH �•_,Inb f. F '� :. T TELEPHONE J TB THRUSTBLOCK 1 RE TC' TOP R y rr a., .,♦ ,.. r �.. . rC . . l.NS�. JrJ►NT .t rr' „ , •. �^ _.e•.AT Cly ICN TOP OF CONCRETE j EXTRUDED CONCRETE CURB L ENO-, ':ERT,(7A, � Top FDIKE a,r tt. Ex EX'SttNG TOP CiF FOOTING - - �.t,?•- �: ..•� - ._! rF FIhI ►+ FL70ii TG TOP OF CRATE V rl• ; • « FINISH GRACEtRArFICINDEX fl,tr,� _ :4-::: .��. Fr r, TL TRAF;IC LIGHT i �, , , I I;i�:• FL F r, !~r%AANT TP TOP OF PAVEMENT i + •••" TYP. TYPICAL t _� • ' :.1 .--r .._,...� _�. �;���% rLG FES Iy,,E TW , +- TOP OF WALL •css'Lrr� �:• .;'� . ' ' . fl..t . i'� 'IAA til. M 1 _/-'�_ 5'EE. �IVGE ^� /,RADE BREAic vF VERTICAL POINT F}F NyTE{; E;11r�1� - !1 "'Y `� W WAT .•r r,�..Ma, v.T•.•,�, CONr,RETE ENCASED \� ✓J' �'vO:.T FGAL JAWED STEEL PIPE WM ER VETEk 'i . ' • :r;:; 1�1.._;�1 eOTTr,M Cr WrE ��.. i1 F W/ WATER E �- l;/ .• FOR PLASTIr PIPE R14 LE%;TN WATER VU VE C AI L AM :•; .�.. - X 2E' C.I. GRLTE _.F WEAL. FEET DELTA (C R E TrA F,�,•E) ; -'� 'ySt "•� i /" 11/ BICYCLE SARIS diH 1AAN1•17A E APPROXIMATELY t _ ••' :� :j r - /' '�. MECMANIrAi. ,YJI►�iT PER E HI,4N r� j •,•;ir l.,Wr►, O" _._ _ ME 'NNICAL IN CGhTR1CT r �� �•;{�' r�; NOTE, CON[RETE CNCASt tNTIPE W.0 SCrTiON ANO 45 BEND IF CQNCREtL PIPE .�_ J o 't+:• F GREATER THAN soft Ais' _ e aIn•se ��P.:.•�',:,� _• � : • . , . •, �C W ON CENTER EAGk WAY , IS 441 r. 1 /' -- •As •__,p—r`Dl�; i,� ,_—.. VARIES 14'_6' MIN) UT 7 { r M N r• (TYPICALOIUS - �I BAR DRIVE aN(J TRUCK DRIVE AND - Y� %•rt Na n0 P..1141 -11,40 •cr •rr q' Au: .AR • �T ' I I I PARKING AREAS PARKING " - Ii 7111EI I NG AREAS •k —PAVEMENT L SIDEWALK CRETE ,. c: .-: SHUVLOEu SIDEWALK ,.LA:. " /— CLASS "C" t l T— — ---- — c-cNAI .CONCRETE _ ASPHALT CONCRETE tf) Awus wer�p. iV�Wd N ITHIC CONCRETE CURB :/ \ 24' S©. KD G4. OR 114• PLA.•E ---- •�'-- -- »w ' I Ay & SIDEWALK 4R" L, �I,E�loc t EXTE�'IOR COATED 'lMI 4*10r, .� C' . X14'_ ll/ LA$PWA. T PANT t`• 7 0.- • i 0 1 '11�5'Y✓+• oS t_C)LAnE�, f «J. 0 D•• • A 44 0• D O•• r 7 7 0 w 11V✓E?' E+.E✓GTiOt�i � •�• •► . � v � TIE. 1.5 S�•OJ'1% ON P-4-N3 ' ' - - a !`e.�,. o` .4�d o!P• >,, �arIt °S.Do�D• .. .:•SEG. C OMPA C' r • •i1i1 --' J "y \ '—� ROrK rc C..RUSHFG, :'OMPACTEG I ♦p' TO SOLE SASE ROCK _ :Io TYPICAL ASPHALT ::xrA.. PAVING SrECTK)N M' t' •RW -, ~ r✓ } ' `" I i r-r _ s..,,�-mm+r,n'r-:^s- rr wIE, + (avc. J � i tAf rr�AAtx[r � I �, , r � r.Mr�Iuw.•nr rp.rrywr wArorT►�wOntmwr. I KMt tw•r AMr .nrn.rr wv tc rrr•. _ r[r#.MIOr�.1'rl.VM /Mu lid.Mt-►HAR,gIe ra/yYb e a' 111"Il t :COI ItIR r S• r � h SID[WALK .;. . �[ LOVERSLAB DRAW DETAL RAAtIP aPrft,r, . RhMF • COICP['C r1[I 4LA�IP •LMA AVR e• Wi[ .K�[ � 1 .._.. __._ -- ----- - __— ._- I _ --_. --_— ] ,..----- AQr r� - • MA)< $LOPL Mir •' IL. ICE NDr[ do t MAX St CPE FOR H C. /MwdIIAG r '«r'n• SLOc• I � nC(E54 Art't:SS FaLAN { T ! G A F� D' ��1 did '• "i• ,- �` �T,� 411 10"IT WOE RU • - "E .I•P SUU, STRIPE �^ TRIANGLE l REM13 OLD COMPANIES —�- g y.. Cr - 0J• EASE 1q SE ' —Ild I �— j 4' &1►rr A. r+aWA ' a .. .... •+','; e_ �.•5.�., T,•1��t�itf�rf�"R. . - 1 r I •• •. ...'W' ,� I � I I I 4 c a r r rAYr r .- N- DRAIN PORTLANE) OREGON ry RA. FAW COCK i ` • 12" Miti LLL L4_6- ��A �------ WNITF PAINTED AI 007 -£171) -T� NANLIILAP INTERNATIONAL * • r 1 r A'ED IW C01P9&'U4 T:, rIISfNf( •C0 . E Arfi E t IF L C,A .V't):7 9 i � GAM ACOESS AIS,Lf SYMBOL 4f ACCESS A'r•�•0 Sl'sIfON7R.4yYlA1 Mr Atrp•flA••Cl v' " 61Sr.tr• C04T»-sr10N ti[I.irVATiCti; 1r —_ f �� � 1 N'BvrM • t rr r,_[Yr roA�t A.rMr4 -IAr.JI[r[•CI fN r;cF ...•p..,. "t"TEXTILE •,,,i/ f ?'" e'-6' y'...0' I B•-Zr 9'--C' VIIYPG'r low 1%TEP FABRIC 12' --.� MP4 STANDARD VAN ACCESSIBLE S' AT N,ANDICAP HANDICAP '� r 't A;!- ., I __ _- PARMiNG STALL HANDICAP WN-VAN ACCESS AISLE ACCESSIOLF PAW000 STALL PAMING STALL ' f1 101 �— I' 1'-1II 2' METES `'All "" MOTE tMIPSLAO SAA P,PT �rrLr, K SPACED A MArIMUM 15 FEET ON CENTER t�IM�TAW1TJ01T1 7 2 mom,M 11 SLpt tuA tln YAII. �Iller DiAtrdct )I INSTALLATIQII ;, � PARKING STALL PAINTED MARKINGS >l , /IMlrt• °Hr.1 fowl CONSTRUCTION ... .. DETAILS •CSM! MAI •' A••,c rM !TS.I,IJt \ A ♦D�i ' C co.F.IF.... wIP'�Slt+�nn.tllrtuis� 11M M II ! I - Illl��lllilllll Illlllliill!III IIIIIIIIIIIIIII Illllllllilllll IIIIIIIIIIIIIII I��IIII I I 30X IM0111111111111111IIIIIIIIIIIif �nl�Inl'�r,nfi� - ff1111i1MMTi11n11r1�I11nu11Tfilrrnfuitlnuft7fi�nulrtr�rurinf�I�fhl�l nftTii�nn6l��Intlldi�mdiift�unllTfilnnlrllnllrtfilunll 1 u n I 1 I uolllitluubJi�tult7ir�uldt�i FutLTullmhTfi�nn11611nidnidl�IrQ'�unlAil�tndlTil�tnllli'�unli�tolh��Rnlfi/�uFFl�i�nrlllr/�unlntat�lidn•dliLlrnlldTilFmlernnhT r 51111UCTUItAa IVJIES • Gr•wtea .IO/N1Myi 1989 Edited Inside, 2000 ^ K�RAL A. GENERAL 1. 1Aree nbip Mt msnintwn standards for construction. The Drawings govern I. Nr structural mwfnoors to be alulLtl, fabricated and erected in accordance a Over the geodes noise to the selene shown. with AISL' 5tandardr, latest edtiau Submit shop drawings or saloons and CWE REQUM VEpAL 'iM AM MATMAL5 7MMPROURM 01001111PECTDw It >iMllJt`11JIIK KakBTTK "M Of'pljt ?. Contractor Wets verify all dimensions and coniKGar►e on Drawings and in rnl"ceMoneous still. f1Nd. Coordinate locations of openings through floors, roofs and walls 2. NI bidder des n siruclurW systema to smAuae pian• and calculations V&WINDATIOtr AM W" � 1�1M �OC1100 rlGOCY �n - YseD Stell .foists and Giraerll eon arcnitettu►d, meehalical and el•cUntd drawings Notify VLMK •tgmn.•d by an engines► registered in the governing jurisdiction. Consulting Enginsers (N_IsHK) of wry discrspancip or If actual conditions 3. Unless otherwise noted, Contractor wilt be required to provide a separate I -Permit for bidder design sirueturW Systems. � ���• P QOOteehnical tilaod Uwrd PfYrrfoOd Wap JOiNs „ differ learn those shown a noted. OrodYfq sinal fhrbtli'� rl;•whPKttlw Ref Piro _ !. Conlra�cta shah p/onAde alt ntussary temporary support prior to 6. MATERtAIS iioolillls EJIOONsMar1 Ory rrOAll�atisrl �_ - --.�.__ �m�-_----- differ from oei of ,re/tsaol and lateral load systems. VLMK has not Ogen I. All r it W sollbloddw s to n ASTM Allg4 typical arse"" fthefelp noted re44nel to provide any services rsloie0,to jab site safety precautions. of 2. All stets plots, angles, rynarnnas, etc to be ASTM A38 typical wleq I Footing fal►11 arORs and ROilyrprwfOlt ,��-_ -----�._. _---_�_-•_ - �� t4 reser the means, rnelhoil•, trachnrgr/e•, sequences, or procedures for the otMrxriN noted P T•stMlg L.ab/En9b•M Contractov to ( ) type S, or ASTM A501 (Fyr36 kat). ill: SHUT OOOt1tE11T'S f'a OEFETtlED SIJNfTTAI IT[tit5 SMALL SIKIiTRT�r TO A�111IiCE A per am worA Unlep ore are specifically refined and J. Pipe Pipe ASTM A-53 Fyy��3S kri , t • E or _ Af1E11 I�Y�w AND SUB,ECT TO r1ElrG IN �4, C�IFOR �wf M OfRIf�T P��IRE, MMS campeneoled to do otherwise, our work is limited to the deign of work 4. Structural toping to be ASTM A-SOC' Grade B fy-4# keL ♦ TW SUBMITTAL TO THfE (�ITRACfiR. TIIE ODN•lRACTOR St4ALL 1111 i�tflllp 111E � drsecroos le our o othee sur this project D entrust other bin noted, baits to be Gra for sty to steel connections PlsAcemOnt at ReirsforCLy Ny A•► Ei-eve-Q►dNts 7 P Tetlttlg lab/CnglneM AF DEF'EWW AND SUB ITEMS MALL NUT� INSTALLED UNTI W Sig w t1� 4. IMnwe reference is mode to ASTM, RISC, ACs or other standards line sottst and A307 for anchor Odle and connections with wood Provide standard .------- 8Y THE BlNLOWC OFFICIAL. rogue shoo apply. plot@ watchers under dl bat hoods and nuts h contact with wood. Plocernent of R}IMareYy Stets Atli AlrAlelerasd dL1A�PnMtUs - - - 5 Inspection and/or _ P Tooting Lab/Engheer job roper vision is not provided by NL MK 6. NI drilled expansion anchor in.ldl.d in concrete to be one of the - T-- ----- _ 11. AN wort shall be in strict compliance wish the 1997 Uniform Building Code 10110iml: Rea Hood Trubdt Wedge Anchor by ITW/Runlet (1-C B 0 /1372); PIGCb A d C@oaete for R4IYstar4O/ ��M-�j/• r �(C O 1, Never A C Testing L46-'-- (UBC) as amended by the State ut Oregon (1998 Structural Specialty Coos) or Kwik-Bun II by Hilti, Inc. (I.C.B 0 /4627). Other drilled expansion and di other aloft and lord building requirements that apply. onshore Ore occptfble txly with prior written approval of Engineer Placing of CaIgM1 for QNn/•irrs/ HN/ ►sA•Ls les fit• Nye 1, own A ---C- TeeUri' ` 7 Design criteria: Instal all anchor• g Lab per manufacturer's instructions. provide minimum -•�-- _ o. basic roof live load 25 PSF embedment and spacing unless noted otherwise on Drawings. Special Prior to and During Concrete Pht/111si t 11/ p. Wm0 80 MPH Exposure 6 inspection of eltpansion encode snstallolion is required noises@ •pscificdly Goat Anchor Bolls and EmbebslMl Pbtrr• C Testing Lap c. se'Seremsc Zone a 3 ootid otherwise on Drawings. - t!. Mechanical oiqurpment, mechanised sinal sprinkler piping larger than 2 inches 7 All skilled •posy onrh n staled in concrete to be one of the following. Or11ed-In Adieeive Andst rgi Amb MR Down/ WAN __- - - '--- in diameter of any other items producing f hongw or support load of ower Epcon Ceramxy Ceramic B Epoxy Anchor b iTW/Romset (I.C,B.O. /4263), Et-EpoToe iSS carttirs"OuNy inspected dlnisf &41/ WOOErr�refan ROt;aw Per Met C Toiling Lap 50 9O peons@ sinal be hung by O eyelem approved by VLMK My hanger a Adhesive by Slmpaon Strong fie �.C.B O. /4945), air `Hoer HY-150 Adhesive - - •.,+� - pot producing o load by 2 pounds shallveal how additional framing Anchor` by HiG, Inc. Stroh 0. a ELC2 0. Other t 'Hi gory onshore OrNed-in EWart•ion/Wed,n Anldrrs iA C.&WVW ow law Erreltsslrerl Revert C footing Lab installed to trwnsfw the" foods to the main elruclurW beams or wail ore acceptable only with 4ria written approves on Engineer. Iri•taN rN U-0-1111. Noted an Drawings ) while" otherwise approved. anchors per monufacturor" instructions. Provide minimum embedment and g These Drawings now Dean prepared solely for use in the construction of the spacing ,.mesa noted otherwise on Drawings Species inspection is required �uK �� � Rw" Dr Tigard Triangle bo project located ;n frgard, Oregon. Poruction f of ell (killed Spotty d otherwise installations.a tiDra MN einstalledOrt/ eAltiaMM ~� � - @ Drawings ds not pians o licteas to construct or fabricate tins 8. expansionI drilled expansion anchors un concrete ncrele neoto D• Kwik Balt Single DON Feel �� S/1ie P Toting Lap r•hde, ar ports of this project in other locations. II by Hiti, Inc. (1.C.B.O. A46?7) Cost oncnar bolts a other existed -- - - 10 Provide shop drawings la all structural products delivered to the prujecl exponssan anchors may be substituted only with Wier other approval of Foist Weld lover than Slife -- - C Testify Lw `Shop drowrn s of bidder des prepared Y Q portion belts rnatdled h masonry to W installed h sully - - _--_--..-. -- _ _ ail g pined items ors 10 t» r orad b , and loss the En ineer. Ex tlllswwq of RMnlorcing It" Per IHC, 17014.5.! C Toting Lab ttOrfip of On Oregon IitenMd engilrpr (product engineer). Such Wowing@ grouted cWle, in to arta rAnCh leaves o minimum 3 inth diston[e to any -�- Shall certify that the drawings nova not deviated from the VLMK dexrgn in edge of the mosonry, unit and o minimum cieorunce Of 1-11,2 nches to the riN IOrtY1g Sty for Emory P1OfM _- C Tooting Lab any way, a shall call if) the attention of VLAIK that the product dnginetr renter of the cross web. Install dWelding A7l inchors per manufacturer's as deviated from the VLMK dedrawings.owsngt. Such deviation be teal instnuctrans Provide minimum embedment spacing Aridspacing erponsiw, anchor for rejecting the shop drawings Engineer will mark up a moximurrn of three installation is required unless gneuficdly noted otherwise an Drawings ariand Smdlor p set Lab qts o+ chop drawings. If m 's linen three sets ore required, submit one 9 NI drilled epoxy onche slallr►d in concrete masonry to De `HizWwo;`Hifi HY-150 �9 sn CA" Ffts" Sty ATooting qt of reproducsbles (sepias). Fox submittols will not De accepted without Adhesive Anchor' oy H;Iti, Inc. (I.C.B.O. ER-/5143) Other driller epoxy pricer' opprovfl. AN submittals shall be revrswed and stamped by cortrocto oncharr are occptoLl• Only with pr's( written appravol of Engineer prior a submittal to Engineer. Install dl anchorsCCe per monulocth prior iwritten a s. Provide embedment and wigh Strength A325N and A40ON Bak ilyt)Nlwsn - tMnty do false Infused to N%MON 2 SITE ICU spacing noted on Drawings. Special Inspection is required of de drineu _ 'Sn..,y 109m, GnQitnan P Toot" LID A GENERAL epoxy anchor installations. 1. Remove all Organic moldered and topsoils from areae unser the building or 10. Light gouge steel 16 gauge and heavier shall be formed from steer of ,.; STRUCTLOM MA�/!b:►Iw _ under Dowd areae A653 Grods D with Fy50 loss light gauge steer 18 gouge and sign isr ernull ----_ ?. fir materia to consist of a gronuear material or conditioned site be farmed from ASTM A653 Geode A with Fy.33 los. Detail and fPrism P►ePO►nstlsn and Test tyeairrtMs utrr�cute Pt°cervttnt of tlosorlrr aryls C Towing Lab material Plucs fill in lifts not to exceed 8 inches and compact to 95% light gouge sterl per AlS4 Standards. standard ASTM D-15.157 under ftwtinge, under paved areas and urdw Moor __---- drros C. MELDING Placement of RehlorClry steel C Testing Lab . nN 3 Base era fol immeduusly ..ndw slob to h• 6 inches sayer al compacted 1All IOs to be mode by certified welders to AWS etOndOrtls with E 70XX (jrpy `prOteq old (iiq/t - - - - - - - - CrUelltd ,.Jc:k with lose ihun 7`( gapm pugging fine number 200 (leve. electrodes. Contractor "I pod Osseo attention to the means and 1p� Arlor' Wl� «"� Coating operations C Tptiny LID 4 See specifications fa adr:t-unor information methods of construction they anticipate employing on the Profet t Some 5 Despn sof pressers 7,Ot1G pe? LL plus [►L per Geatechn:cal investigation welds shown as shop welds may need to be field welds to aid erection. InNalMllon and lout Pbcwnwit far CON preferred by AGRf. A ,rtn owj Environmental, Inc. doled, 1999. D. STEEL JOIST 6 Al hwtrnge to boa un tum, undisturbed sou or approved compacted rill 1 Still joists shoo be designed, fabricated and erected per SJI Standard Anchor Bolts and EntbedrieM Plate* C Tooting Lob mrmum tin oche- (bn final grade Notify r cep before proceeding if any Seecfieats s d aur "olid-h Adhesive MCIIp/s, ROb Os/ Qpiry fed p_► >� w '-- -I -_ - ------- unuruc �d�teonr s encountered in tl�t fooexcavations.nqexcavations. ? Comber all joists with standard cambers in occurdores with line above be eonliwouMY In•pect•d doting Mslrshorl � E.oluan Report C Toting Lab? Do not excavate closer oven 2 ' elope below footing excavations. •tondOrd specification unlep noted otherwise on Drawings. 8 Clean all looting elteowtlorrr of loop material by hard. J. Provide bridging in accordance with the above apocil'rcotions. Do not use billed-tin falporisron/Miedq• Ar4sh•►e in Mss•rlrYPer ICN[) Evetiuot,wr Report C Tooting Lab �-- 9. ExCOvatk)ns may be mode wider continuous footings for pipes. Backfill to slotted holes in bolted connections unless opproved by Engineer. De approved by Geolechnicol Engineer 4 Provide shop drawings and calculations that indicate joist sires, loading,HFI DItASIdv J - CONCRETE NFj,}jogAls member Sizes, panel point noeotrons, comDerr, brltYnq APPROVED f�dMM and any other ---._-. _._--- �.._�_- A. CONCRETE NIX71t1AfERIAI inlormptron that may De pertinent to the pin. Sheep drawings sheen be Certificate of CompfiOnco muN be 3ieewNttM (e trine 1. Strength Averfge 28 day concrete strength delerrnined by job cost lob stamped by txi engineer b registered ertitin the Stole of Oregsr,taP red ciAinder to W nor indicated below plus increosa depending on the 5 Provide inspection repArchitect a Engineer o/ Recant. for ted Off ,lite F�/icerlyph Testing Lobt prepared by the product engineer certilyrng that Steel Iind plant's standard deviation as specified n ACI 318 Provide rn x designs to the joists have been fabricated according to the design assumptions and such Gkv-Idp Structural Seel, Open Web and Pre-cast Concrete. ESteeel joists, oists Qirdoro Engehenr Ism all concrete to be used. Clearly label all milt designs for requirements. Repot is to Oetompuny the joists on delivery to the proposed o,ea of use. project. ?. Minimum m.x requirements 6. Joist erector ahoU exercise extreme care during erection of Orel■ to - prevent the jaNe from buckling laterally. Use spreader boa for lifting LOCA TION NIN. COMB SLUMP MIN. CERA. ADMIXTURES Oats and pro-vide lotercl bracing as necessary Rerncw any darnoysd pills STRENGTH (o) CONTENT from the job site Do not attempt to rernforcu damaged joists OTHER INSPECTION WOUIREAENTS PSI INCHES POUNDS E. LIGHT METAL BEARING STUD WALLS %07" AIS HORIZONTAL 89M MAPMRAOIrc 1. Steel stud framing shall be installed as per ASTM C7S4. outing* 2,500 0-5 4)O None 2 Metal stud wall tracks are to be attached to concrete floors w,th rr,-nimurn Placement of Sheathing orad NON for 0.145 inch Dia. X 1 inch penNrohnrt powder-WnvKr, fasteners spaced of 24 _ _ _ _ _ P Testing Lab/rugine@ Mlbror Slob on 3,500 2-4 '517 Vertical Wood and Mesal S4rd 5freOr (b), (d) Inches (� anter, Grade 3. Meta Studs are to be 18 gouge "CC' sect one with mrnimurn section Placement Of Roof Sheat" and Nut 1pockV -- P a Woperties as follows: 1% w 2.026 inches "4 x Sm • 0665 inches ".) Studs 9rl.ab/Enyii"er Extsr,or $IOD err 3,000 2-4 517 (b), (c to Des on full width of top and bottom frock. Grade (den � 4 Stud bpacing to be 16 inches on ter of lTRLICTtAtAh OOitt7tVA11lIN as indicated on Drowingr _ _ 5 Wall coverings to be attached per UBC Table 25-G or Table 75-H. FOOTING REINFORCEMENT Walls & Columns 3,500 2-4 517 (b) 6. #8 Gauge screws to be used to connect meta P framing except as noted on the -- Drawings _ SUBSTANTIAL COMPt171pN OP STR{/CTRRAL, fTm. OXCtAM P --"- Miscellaneous 3,000 0-5 470 (b) 7 Golven;zed coating to be G60 minimum. DI YI�LQ�j 6 -_ AT COMPLETION Of ROOF DIN40AGM NARfld6 (ML'1110M _ o. Slump exceeding specified limits shah nut be incorparated m the A. ROUGH CARPENTRY WALL ANCHORAGE CONNECTIONS) P En*%W pror►ct except by written approval from lrgtntnn 1. Lumber species and prods• to be as follows unies• other,r,se shown On - b NAA +• rater reducin agent Drawings AT COMPLETION Of THE LAT'(NM, FORCE REfK7M0 fY:111 GloirleM 9 4e 9 (Per Uniform Building Cade) p C. Af + Olt arltrnrnM rot d Up to I 13n percent Calcium Chloride allowed during cold weather. o. Joists, beams and stringers Douglas fir I2 e. Porzutec 20 required }or concrete ploced below 40 degrees forhen'neit 8 inch nonnnc' and Douglas hr 01 J Up type I Cement, per ASTM C-•150 unlep otherwise approved. greater r j 4. Ase Typo ASTM C33 site T he 1 1/2 inch minus er for slabs on grade NI other Comet• may use 3J4 inch moximr,n. site oggr@gats. Do not use D Sucks, Blocking, Bridging Doug Or Hem fir #3 3/4 inch minae aggregate in tMobe grade, and Misc. � 5. Walter Reducing AQent�NNiA) shall tie on Po,yheSPECIAL R 1 or Durarem 55 of 6 oil. Per /'�, INWEEC110N PROGRAM NOW-4k 100 pounds ctmatt. Gamely with ASTM C 454. C. Stripping Doug. Fir N3 1. DURATION R£FEivS ri1rIE AAAD ►T�EOUCrsCY (!f w�ECT10N f{,l4' � Pl)KIIIOIMf a IIhDRIG rl�fCATED ABOVE r 6 Ade entrornment {AE) shall comply with ASTM C-?80 oral shall Dt used only 1 where specified and/or d. 2 x 4 studs Goug. Fir sluda C � CONTINUOUS MfSPEC"[e01r', w wfICH 114E SP[OIAt pryy►l:CS4lt rl OM lJTE AT ALL T1MCS OB'_iERViNG 111E � p approved by Engineer. WORK REQUIRING SPECIAL N�'EC110N 7. Arxelwaswr Pozzolac 20 non chloride for components reposed to weather P . PEfT1g01C IN5PECTIOpr IN NII(I/ THE SPECIAL /M~3PECT�1 IS OTM Sa7< AT T� N/IERVALS NECESSARY ;t in the can,pletbd structure (woos, arterior paving, etc.), calcium chloride •. 2 x 6 elude Uoaglfa fir /2 in the interior slobs m grode. Quantity (dosage) to los determined by TO TIN OU THAT T1# YSOfiI( fr)(Qt)N�(' SIECIAt PlECTINSPECTION t3 IM 971 AV1a ALL TIl ES ER OVEO pERttlf Contracts and opprovul obtained from Engineer D91oe use v1 accNsroton f. Sills, Ledgers, Plates, Pressure booted Hem fir y? DRAWINGS; AND SPECIF4CATrdi►5. 8 f>tioce and cure fN carpets per AG codon and standards. Stopping, etc. in contact 2. THIS INSPECTION AGE'Irlpf.5 ARE AS FOLLAII+;: 9. P►ovlde control joints in dl interior Mobs on grade at 25'-0' on center with concrete and wood ENGINEER vLwX £N(NME'ERS each way mox;mum unless otherwise shown on plans Provide heavy (3,/4 inch) curbs GEOTECHNICAL ENGINEER ACRA EARTN ENVoRONWXTAL tooled Pont' of 5'-0" on center in all exterior wool" unless. otherwise TESTING LAB Ts} BE DETVIIIIANElj nosed 9, Poets, columns (sown) Couglue Ei; • .. 'i1' V +yy, .,/ �t� •. _ r ti .. •r,':rya '- ,' .. ,_ y,y-•i`.F • J ,V �r _ i .l'. x ,S {'nl'.�.�,,7 •�' X�y'. • w •°M .'4 r . Itq" V J TOP ACMU WALL APIU VAX iLOP[ ND ii0T10M llElNfa1CING �� � y• ..;t .. FON IS USED FORm PLAN bow W-Aw 2 3lay. IMEP WOOD WT BM m � a L �� ; • , CO OTE POUR TU pWANT -I' c �►` 1`: r "• E %A111 RADIUS TOOLED EDGE R PLAN 2'_D' LOCATE KEY AT MLD COMCKIF SLAB SIDEWALX JR GkADE 04 DOWEL x 0.-&. 1 _ 9ulP DEPTH ON GRADE AND E IN;NES OF 3/4' SFE ARCH. AT 48' D.C.-1MK r' • 1� (p PER COMPACTED CRUSNEO OVER MOND BEAM M • • PLAN ROCK BASE K NFOf CNG At `A11tLA PARA*ER • ��~� - WALL .. � VAPOR BANKER - - -_ • .......�+....... • PER ARCH. ,O ♦ ! r r . • = f'll TER -�-• w�lr wlrs �*.Ir_ r�s., `F Avojps FABRIC • - 7 f.) ojps /k.l C17NSTRUCpON .KJINTS rd BE COLD OONIROL JOINTS � =pa? ------_ 2) SEE PLANS AM LOCATION OFgif oECK;A nON1 FOR TYPjftvE AMIp DRAIN - /.� I ROCK (Sp COMPACIEA BAC1�FILL o '"•4 tow d.t) EACH SIDE 0.-' WALL I '• r 1 KEYED CONTROL JOINT tp �' (USE CRUSHED ROCK r � _ --• - r � I 12' OPEN-(NIADFD d FILTER FABRIC ;.j SEE SCHEDULL FOR 1 ; f(10TiNG SIZE AND ; ^i , cRusINEO ROCK °• ' REINFORCING � 4' DIA. PEAF. 3' I I I I • ,� , f ` RAUIt►S IC>rUlEO ElilJl 3/4' X 1'-0' SMOOTH GREASED PVC DRAIN PIPE I (CJI , I , , , „ti FOM DRAIN PIPE✓ DOWEL AT 2'-0' ON CENTM. 1!' I AT IS' 0-C. MAX. AS REU'D PER _ __ _SEE PLAN , / w n r r P`19 ARCH Ci AL !� ; BUILDING A I I ; rM CENTER MY SLAB. -jwN r't. PIAN DRAWINGS U01EL TO MAT "VIDE NOTIL, ; I 7a flI III AB 211E ; I VE.R TICAL WALL r -- - _ WIL 40d LAP TYPICAL,OAND vAN00W CX'ENINi UCCUk. A! }N.tlll.lt CONLMTIUN r SEE CIVIL DRAWINGS FOR LOCATI001 ALTERNATE BEND ANG ADDITIONAL REQUIREMENTS DOWELED raw r a ' I , �__�� r r i /�•' MISTRUC'RONS; w � AT ; i 1.> GR9ND ENDS ON sr4GM[D ocrwcL To REMOVE DEFc1RIL1nEs 2 SLAB ON GRADE AT DRAIN LINE 3 _EXTERIOR CMU WALL FOOTING Ita AAO I PAUIK TB 2-) CAWUL1Y 1- 1.drp Lt. COLE S` 0, Jry 1 1 -0 RfEA1,IpN BARS Af1EIR TROWELIW SLAB � . � . ► , TO INSULAE rIAR K PEIMPUOICULAR TO JOINT 1911"Q AL.T AND AWWA" Y I ? 3.) QRt:A3iE 001E END OF PAR A.) ALL C014STRUCTIpN JOINTS TCi Of V)L11 CONI1201 JGIa"S S•) '3U PLAINS AND r--CMU PIER AND REINFORCING TP'ECiF'ICA110NS Fs7Nt TYPE AND / PER PLAN LOCATION Of J(IrMT, CEN1frt GRADE BEAU I ' JN PILASTER/PIFJR �" I I , , ,,r� �--DOWEL BARS TO MATCH PIER VERTICAL (BE vQND) ,FALL POND BEAM RE"URGING ' COLD DO TO RUN CONTINUOUS rMR011GN , �G.LED CVI�ITRL/L JOINT CMU WALL OR OPENING 12ofUTA�+NOONHO(WINTO ' _ 1M♦!I[R SLA! , I ' . orinp A do - - FOOTING (ANGLE AS REQUIRED) �� 1�� , ` , • �'(R Pikk BEYOND r � I r oo ' I ?K cr^ 2' LM _ r r - ' - SLAB AND REINFORCiNG BACJItER ROP. PLACE IMMEDIATELY SEE ARCM - F'Eft PLAN AFTER SAW CUT SAME DAY � -•-•-.__ ( ) CONCRETE SLAB- / SARK J(dNT. 1/!! SL A@ DEPTI, SEE PLAN SAWvfFIG TO OCCUR AS EARLY ,I �. AS WO' MIT►/CUT 5PAL.UNG I �'- , r , . as GUIICRE*E. DO NOT WAIT UNTIL THE .�� v FOLLOWING DAY z Q o FOR ADDITIONAL INFORMATION p __J y �-RADIUS SEE e I b i r -- `� -r4 CAMT1Nu0Us THROUGH PIER �v 1 1 i i i. SI - DOWEL TO MATCH VERT. AND LM 24' WITH SLAB EDGE y IVA #4 . 24' y w ----- - o `'• WALL REINFORCING. o CLD• ar t BAR BEYOND i I AT cowm�[AC►N MYI OVERrr«j f'"yI"'rx'J t. i 4V tr1 0 / ALTERNATE BEND ate° o u. o \.. . , I • Of 3/4' III US, ACTED I , "� --------- �c� 0 t3 • • • • -- C.UNnN0005 GRADE �V °' • • • • ~ ■ E'(-- - DOWEL BARS _--- ._� I CT M90 0001 OVER APCA � r r � � v p�:1re++ ilr d�• f V STOP REINFORCMIG G'-3' C BEAM FOOTING AND a dP� . HOOKED AROUND 04 INTO SLAB 'p LACAL � PA��R qr �111_a 1 C1EAR Or JUtroT kI:INF'ORCING PER PLAN p AT IIS' 0 C (MIN 3 EA. PER PIER). I r I r CR1/IFIED ROCK ON �'► CONTINUOUS GRADE BEAM FOOTING f "�'*r►'� ••,I�' .SAWN CONTROL JOINT eel�C�w, r� �._ � � _ • j AND REINFORC414G PER PLAN �:1 ,' ' { _. o•Mt TA� Fdn- - , 'I p Rv\ OAS.Aw9 a is I I 3' CLR. 3• 1. AT SIMILAR, RUN CONTINUOUS �j { I r r --- ClR• FOOTING: REINFORCING THROUGH •. TYP SPREAD FOOTING 2. SEE ^FTAIL 3/S1.0 ADDITIONAL I I I i r •-ur INFORSIATION 1 TYPICAL CONTROL JOINTS C.J. 4 EXTERIOR FOOTING AT OPENING 5 CMU PIER AT GRADE BEAM rp •T A dar-tW Iwg 1 1 . 1 -ri 1- .drp i �. 1 - 51-0 A dwp 1 1 -0 o i Y I 1 1 GRID - -PROPERTY UNE O i i Y I i i `'' �-BEARING PLATE - 3/4' THICK U.O.N I I - / ON PLAN W/ (4)-• 3/4` DIA. DRUID - (ALU WALL AND REINFORCING E7(PAf1SilON ArlO10RS. EI,IBEQ .5 1/2' MIN, PER PLAN TYFICAL WALL BOND BEAM n I I r --T.S. COLUMN - SM PLAN - - - ----�_�_ - --- J`- -- 1 CMU WALL REINFORCING O O REINFORCJNG ' r . PRO COLUMNFROMCONCRETE -_�- .�� = x . `�� PER SO4EDULE f p I I SPL ATTETtSBYGNTL WRAPPING i / .� 1 I •+� --�- - __JI a 2�4' ■ 24" I , -[•1 COWEL . 0'-6" i I I I q Ir I ► CORAN+r BARS TO ,• i I W/ 15 LB. PAPER. TRIM FLUSH I ! // AT 4N' 0 C -- HOOK OVER BOND ; ( ( W/ SLAB, � / BEAM REINFORCING '• ��� ' ' � - -_ .- • --� MRF.INF(Afts . TY►, ® O 1 ( PAN ---_ - _�- x'-30 Ib PAPER WRAP Al SLI1H 1 ! -COW;R_TE SLAM PER PLAN 1 1 (2) 1/2' DIA. X d' SMOOTH DOWELS ' _J " �' ' C C , EACH 91DE OF BLOCKDUT (cFE W �/ , 1 DETAIL 1/St). b :_x_. ' + ----- -•-----�-- - ----- - - - - - -� C 1 `'--BLACK OUT SLAG FOR COLUMN. 14 - - -- , - �- I I &° "" �� FILL AFTER COLUMN IS PI-A(ED �( //• w y :iii-i�6rf t-rc+u.- -sc`�-.a3.A't_ 1it•ii'+i' r CO t I \ v 0 C) PEAMKTQ /aU1rbA100N Lr.� l_ _ � ---COMPACTED SAND OR AN � ' i./\ V 2 A � dRAlw. TCP ca1N�cT To , PERMIT � .._,._Ar.•..�.,_��•�-•.., 4 2.9-a COMPAGRAVEBACKFILL. DO UNDISTURBED /,/' WILIER �_ t "11ORIM SY41iM1 1[E C11AL 4 E"` `Y1 I T .,.. € NOT FMl WITH ,'ONCItETE. �' EARTH � / ►A9RIC� \\ COMPACTED BACKFILL EACH SIDE fYP �. { . Of WALL (USE CRUSHED ROCK INSIDE) scou • " r� r +i -•- SEE SCF�IIIE O.M AND REINFORCIIU '- REINFORCING NG '-0" ` // °•tSo \�---- DOWEL TO MATCH VERTICAL u •"� Fat roonkO SZE ,- . • FOOTING �� �� 204 0 � .•'/�/`�, ANGWALL16EI��CINfO. VAT" 40d LAPIF REINFORCING --- 0 • CLEAR y' t' MIN. � a SEE SCHECIOLE FOR FOOTING _.__ - �/ e$ dA; A BUILDING `'A" FOUNDATION PLAN _. SIZE AND RCINFOR(TNIA , ' � 11 • • 1 �IDIE: NOTE: STEP TOP AND BOTTOM REINFORCING SIMILAR AT GRADE BEAM LOCATION. °. • c+r r FOOTINII TO BEM ON NATIVE SOIL OR COMPACTED ONUSIIEU ROCK Ill!.. I SEE SCHEDULE FOR SOOTING e h° I - 3" CLR. SIZE AND REINFORC;NC / DRAIN PIPE AS REWIRED 5 F007iN AT COLUMN 7 TYPICAL STEPPED FOOTING ;� PER ARCH./CIVIL DRAWINGS f.) ICdITrMAETORR TO r[RllFr Al- /NsarTITNc EL11r'Ailpf TO TIE /2rLLowIN4 CRITERIA.- S1 - d"p 1 -O s1- d.rp 1 _ /J TOP Of f00W TO K WNW" Of 0' BEIM FINISH GRADE OR 1INNSM FLOM / ALA , J ' / , 6+0►TTO1M of oroo II a TO K IM mim (o /Q" most rwim ONADE � E>asnrlc wAL�_ /,/ Z) VP' Of F00`04 EUVA►,OIII r0 K DROPPED A3 REAUIREO TO ACCOMODATE TIE UNDER ,o&a RG Am ' ;// •, / ILA& ARA00*XX Ta�tS 0 NO WSTAWX STALL TIq! ORANWIAGE L11E PENIETRAIt THE EXISTING FoonNG Iroo"114 00,;n14.441/'row 0a>�m ' / ' f•) CMM* *RAO( KAW6 fA I!' PII.AST[RS/PW JM (04104 i AND A) _..- rw,,�re s •• f.� UAS 010WOMCl1M0 tO K SUPPORI[D AT MAX. 4'-Or O.C. KF01M CONCII[T[ PLACEM[NT. T I t7 I I•) Oft ,MwrNTKCRRAI. UAAMMIOS FOR "RUNR[D' 'a.ALI IMOIUIKII[NTS. I I U W (� �N ULE 7.) 111 0g11 'E3/ FOR SIX, N0111[ 0 WAIL AND ty,4a1 R[TAINING WALL NIWOWNENTS ._._.__ TRIANGLE 8 EYTERIOR CMU WALL FOOTING AT PROPERTY LINE �E� AL PROPERTIES,. . •.., AIiK LOCATION WALL THK. VERTICAL REIN►ORCIIIK: IoaLaxOiLLTAL REINFORCING NOTES t^1 . . 1-04 n.4 -7-7777-759 _R ES, L.LC , ' A 1YPICAL 1flAll, A- AT 24' U.C. AT CENIERIINE SEE. MASONRY NOTE N3 BELOW 1. REIMFORCNp AT• JAIM PER DETAIL 3 .0. f UNTn'S+ AND 2. END OF WALL NOWWC1NC PE11 K7AL 3�OR 4/53.0 UNLESS PARAPETS " PILASTER OCCURS D S/PILA', 18" SEE PLANS AND DETAIL'S FOR KOUIRE1rENTS N:J -�CN1[8 Cd!/1AC1. Jd11NT- ![L 0[TAN.�1 • N J -MA�AMtr JOIKn NOT *Som. r t ARCH FOR LOCATIONMum VVZL SIX PORTLAND. ' R G TIS K+ KTAN.ZC_' fON ST11u�"AL OCTA1! �x 1 rT s 1.) 1OWWATE PILA$T[R!S IAM. 1.-4' AND MAX. 2'-0" BEUDW TOP OF ROOF FRAMING. E) KOIARED�ATN SLOPING ROOF �BEAM AT���L IF.G�;Rs ANO JOIST EMBETa L(1CATIONS. LAP BOND BEAMS AS PROVIDE UI IN UMN AN FOMING SCHEDULE / ► -+ tAvcs ptPTH ro Ta AF FOOTMG BEulw f1Nyn FUDR. „p. .�� - fGAI![4 ,C MMOMY M!All Nar w«. , t9N••1.R1I,P MARK W LLDLII N NG IN IN N dmr„, g,) TYPICAL TACK NTAI. RE1N►ORCEMRIZ T BE (NF C IN SONO BEAM AT 40" O.C. I) B RUNNING BOND. 1 CMU WALL/PILASTER 2'-0" It CONT. ■ 14" DEEP (4)-- /5 CONT. TOP R BOTTOM G RODE BEAM ALONG 011e 1 � -11�ICAMS 18" MAW00" PILAST[R/►tlt nrrwrlw, rr. 1NIM. '` • TMi[R[ STACK POND OCCURS, HORIZONTAL REINFORCEMENT TO BE (2)•- /4 IN BOND BEAM AT 24' O.C. _ 4.) CMU IS TO BE SOLID GROUTED, TYPICAL. G CMU WALL 2'-8" • CONT. it 14' DEEP (4)-• #S CONT. BOTTOM FOOTING ALONG ORIO ► 5,) MO&_1AL71E'.E .Tft REQUIRED OF ALL CMU. _ 05 CONT. --- -- r% -1�lCA/p MA!/A4tr MALI ME. 91[[ 3C►+�EDUIE AT 11NNt SWT r ' V CMU WALL/PILASTER 3'-0" ■ CONT. x 11!" DEEP I! ��CUNL �� GRADE BEAM ALONG DRTD A FAR OR AMI KINFORCM0 8.) SEE ELEVATIONS, SECTIONS, AND DETAIL S,FOR PIACEINfWT :X REINFORCING. -1A1p CaIRAM AND fOOTINC TY®[ >ME 9CNIfZi1NC TI43 4 CM WALL/ TS5 r 3 t 1/4 COI. 4'-0• a CONT. ■ 18' OE>ET' 4)- IRS CONT. TOP FOOTING AT OR10 2 WALLS 4V O 6 CONT. POTTOM SEE COLUMN DETAIL 111,,3.0 lwtt FOR on Am MWORCING I.) •OTTK)>rN OF LJNTFL REINFwecxlG PEItc DETAIL to/S3.0. FOR OPEIWN()g C e -0', SEE STRVCTLNtAL NOTES. CMU WALL. 2'-0" ,r CONT, ■ tY DEEP -� -NgDR AMS VM ?NK 0MAOMM• ![[ KHM)LE ILII 114 EY FOR O �) PROWC 05 X 24' X 24' CORNER BARS AT EAC" BOND REAM. ® (2)-- /5 CONT. POTTOM F007MC ALONG G;WS :1. B, AND E P,� ? COOIMI NAM LOCATION OF ALL MASONRY CONTROL JOINTS WITH MCMITCTMAL- DRAWINGS. SEE ALSO DETAIL 1/X3.0 6 t.S, 5 X 5 X 1/4 COLUMV IY-Or If 5'-Q` . RA' DEEP (b)- /4 EA. MAY - /IOTTOM INTERIOR COLUMN FOOMI4G •o•I.r om� -MICAWS OMAN '!R OfTIMLS SIMA1[D 10.) •p MASWV'MMLL 40ATI N EOR AD YMAL NFOIgrIATRON. DE31ON SOIL Pfssmm: 2000 PW DEAR •4 Ub[ LOGOfoes KE !OILS INVE MAT10N RY: AKA E.ARTM R ERVIRONIrEIlTAL. INC. f •f N>tICZT /M41tr ►.+x# 1T.) A[ 5111WCT11RAL LADIES /OR ADDITIONAL N1 MIA11ON. OAIET): .RAVE 18110 wMOMCAI[f Fllr11p0 S1[I'. ![[ DETAIL • FOOIMIO !1[If !LOIS! RU I LD'N G PP` +Or NOTE: !EE FOUNDATION NOTE!. l�eoum an C1,Y m to ol11 10 s 0 LOCA'110M!< TTO BE CHAN= FOUNDATION � PLAN & TAILS •twr r 1 .4► Ais110 I 1W DAft- '7�.I , ,. , • " ),C. } �Z�! 17 SN'®artmouth Str. sUP2000.00102.SIT2000-110001 ,. _e .yfi 'a .1` " .•IY a ' 11 of 44 _.LVGYr.�a.t;.,..a.n.._.,..._t-..•w a+r.�_w,,.•,,._..1..-.. ,, .,ra•• y �'M 4 •i „Y .?i •:.I.aen._ ..- -. -""'i.:ar.,._.. ,.s....-.G.i..� ..-s,, - e ,fdn{,�'• 13 M1� ♦ -" •/I, .S �Y �. , ,...,.t - yi,rPl��'I•�.'-'.��• `?NfK' . - .J! "'' '�', w', 7 _ ..c► .t��� ..awnr.._ ,. .•..,i.. ..olf•.+'!7N(Ii"+`�ieM�iW.1nMrr.t -. ., ,•,rCY .,1� Ml•.. n .,. I � 23ox � . ..__�,}.•I,_.__._.. ..- - .__._ _ _ -.,.."...,y,ir.. ter..d►r. ..'w" .•'�„�,� _...,,,r,..1.♦ / / �'_'; ',�,' � , • Ili!Ill�lllllll IIIIIII�iII!III IIIIIIIIIIIIIiI (IIIIIIIIIIIIII IIIIIIIIIIIIII! II _ IIIIIIIIIIIII IIIIIIIIIIIIII !!,!!►!�►)!)►►! !!►!!!!1!11!!1! !!, I I i� I I� II ILII II I llllfll�lldol IIIip�II��I�I�R �dIINPlllllllll (IIIIf6IICiflif I!IIIIIIIII!!II !III!Ilill - Ili'Iii ` liiill � 1111111 t Indurl 111111 1111111111 Illlh II Illlh II Muhl r 111111 lu!h 11111111 1 inlh!11 unh 1111111 111111111 nnlr 1 tlllhlll 111 11 I 1 IUIh���IIIb�IIUJtO�IMralJll� d'� � JIG Arrrr�rrr•dnTilrr:d•Ti 1 46. `.t YY 4e - BUILDING 8 HC WDWN SCHED •�" =t ., j,, l i rl(JL�OVNI �. 9%T LENM IM T. A.S. � C: r. •: I Irl ALT, IIEM6�7t �IiERT. I.1t iAAER A E T + AAICid0i7 T ti•a4. .>r d LlGl:.i Ul,{1ii ___..... -•- / ____- .. ...... ... _ I, tls j��l y :/ �M' rJ 0' t ' r $ _HD2- 11OL 2a O1. _p. -7" UNRfrNFGRc�'� 'JN S1MN5t7N I�H�--S4S3 3�_. -•:.. .-...,r- ,IyX • ,; I 1 SLAV IDISR 6' WMF�ACTLD• SIMiYSUN HUlOA 3 0�1 2x AMIr. 7 1�' S5T• 1 i GitUcHfC. k(1��1 HASF a w • II I trll>t'11:5. r MIBTALl P[R illi•SON KECiN/NrNDAl10N8. Iw�'+ •1. `! f I Olt A."/ ALL tEi M 00 tR(wi 3 f'tAiE WAS40 - 14011 ALTIMATE AN)HDR K AXI !' X00' NOLYc ', ---�------ p a AA�R IlMn AXIS AcroEN(TI+Ea Id1t tr19 � ,± �D•,tf:j,' / B -- !. SHL "A:"SO t�Q N�IE ATTACIIIED TO %UTICAI S W ; IYPIGAL�'�oc NAIL NA'IoM7110. '�'�'� TM ' DOME b 10 M` IAMMAiM VATH 164 NAIL$ AT 6` O.C. WK (6TLti(NTIED). is ,.. - ' _. _._ .- . . ._ _ _.._ . .._-- . _ .__ _. .. _ _ s caw Jahr - SEE DETAIL ~_-•--- _ _. .__---_------�t?'"4_ _ (i9 4 ry_ '`� 4• w -MAswtY CON JQfITT NOT 91101LN. KE ARCM. FOR LCx ATiC�k. } 4 1. 4 ; 1 "0"r _A�1 'I-u a_U• r4HN-tN!YrN _.Att I �[ O[TAk FOR STROICILRAL DETAIN.. 1 -..."•;rT •W...,j t,�l a\ - - - r F-!CF rJMN 1--. .r--� ' • txr"gING 1 "* ._. __li - r __.--.-_._-1 t. , , ; O 1 �, 9 NOrALES OE/TVI TO TOP OF FC,U1lNG BELOW FINISH FLOOR. NOTE FINISH FLOOR RVEREWC6• aKVAT10N 207.96 i I f I 1 :, fvftft M l)1!� -AUK ArES 8' MASCiNIRY WALL ;1.Ck� 51 A 4 Wi'1• it • NIY 01 9" f•�•! -ruTOW M � � � I � nveIRIF.,+%. virriiA ►Y;.r O f r ^P!N'NCi I --ROI(:AiE: IA' MASOHR'f PILASTER,/PIER ommem FOUK'ARLN EA^IN Ty'G t.iiCr'a11kC'• hK��1 �. ' �wr N { o w1 -MbKATi.: STEP IN St.AB. SU DETAIL 1/Y3.1 C0W1 'T TO EXISTING L.C,R14,, �Y51E1N - l: ��- 4 a -I N ICAiE S IMAUARY WALL iY'E - SEE :it>*00IF. UN `SI*L! ',3.1 FOR SIZE AND RCINF(oc". 1 ~ V ,���� / - r ? jy`� LrT J.(I`J. 1 I M�'' t•-. C, ' -� �f -w01CAI S COLUNM AND f UO11NG TYK, SEF SCHEDULE ON 1. r T I r T G t S1;ET S. U it + ', r �•5 ' _ lNET i0p SIX AND REINFONCWO h ;` '�� �!r !•"'y��� �Ir �+ f• � r... �� 1 �'. . . �..� .�. �� �. •�Ar i t; 1 ` -M�KATIS BUILDING !' Bt)LDIN, GOLUMN. SEE SCHEDULE ON SHEET S3 0 FOR SIIF INDICATES DRANO -SEE Of TAILS. , T f' °', �. + o s S -011"ATES RIOTING STEP. S[E DETAIN FOOTING STEWS SHOw4 ON PLAN ARE PROPOSED LOCATIONS. CONTRACTOR TO %Pjim r WRI rtK' 4 ti f l,N` 'i ^ '' '''TUI' ' I I • RE(1'JES( FOR CHANGE_ TO VUTAK ENt�RS IF LOCATIOIiS ARE TO NE (MANGEO - I 1 1 N, PLYWOOD SHEAR WALT NiM 15/32" G-O, C-•C SY'(EAT?i1NC, MAIL. - tn,,•- •h, __- 12.-� - t4'-e 1/4'^ 12'-6` �r1'_+ • N A1. 4" O.C. PAWL EMS. Rd A,T 12' O.C. FIELD AT ..: •�.� • �yw'tirr tf 1; `3il.l PLATE. USE 3/3" DIA- CA9i MI PLATA 7 BOOTS WIN HEAVY WASHERS, 7' 1NN. i I .n " .r► 6 + EMKDMEiNT, 24" 0.0 MAX, (3) MMI KR MALL 1 --- ------------- --- - _ ----- "'� -'- _- -� _! ~_ 1 / -INDICA E S PL n1A0W SMEAR WALL NIM 15 32" C-0, - . r , ---- ---=----= - ! 00 AT r C C ILL P HMG. NMT _ \ t3' UC PANEL EDGES, bd AY 1Y C. FIELD AT Sill FiAIE, USE /� '-c:A S/r DiA CAST-(N-PLACE J' BC1t T5 WTN HEAVY WASHERS. T MIN. J o , Y" EMKOWNI 'ta" DC MAX, (3) MMI. PER WAIL. (1 gym 00 AT 3" O.C. PANEL EDGE 100 AT 12 O.0 MELD. AT SILL, FLAIL 1119 11NOICArES PLYWOOD, SHEAR WALL NTH Y5,32- C--O, C-C >�ATHWO IAN, S/l!" C"A. CAST-IN-PUCE "d MTS MAPNI HEAVY WASHM& r,K'. 1 v I I II Jf+ ! EMBEDMENT, 24' O C MAX, (3) MISS. PTR WALL ;NDWATfS DRAiN PER .ARCHITECTURA1. rr_ : INN!CA ICS 2 X 6 STUDS AT IR 0.(' of 1 A,Ak ! I ! I �` -' ® -INDICATES 2 X 6 STUDS AT 17, OC., DF MIN. I - i C�,> + ( I) _ I - L ^- .a - `�j -INDK ATOS SHEAR WALL wA_D OWN. SiEE WC [LT1lUE i J r- A um No j r• - A ~'�, ' /� I ? 1.1 CONTRACTOR 1'O VERITY ALL FOOTING Et.EVATI(I11!t T(, ME YOLt.0A111G CRITERIA- , R 1 RIR�rtTER F0111OA'laN DRAIN. TVP t. �� COWINCT TO E1tSUN0 STORY TOP OF fOr)FWG TO K MIf4lltJM OF e' BTELOW FW94 GRADE' OR FiNISH FLOMI. ,1'I M slswm - in CTtgL. BOTT0Ii OF FOOTING, TO BE MtMmum OF �$' BELLOW FINISH GIRADIE A' it I I , i; 2.) 7010 OF f 0011%0 ELEVATION Tt) 6E DROPPED AS RFt UNWD TO ACCOMODATE iM UNOM B 1.t I L U I N C' '. I N M ,t y1 I SLAB ORAINAGE LOSES IN NO INSTAA•CE SMALL THE DRAINAGE LJW_ PEHE•IRATE 7w HUILDIN r FOOTMG. / r�'T I_N7 '.,t. F �') .'4l. TOP OF SLAB R060D' ;t 3.) (9NTCR IMIDE SEAMS ON is- P11..ASTERS/PIERS , ,• 1'-'' , r f) RIA GRAIX SEAM REINFORC#4 CONTINUOUS TWU INTgSECTTNG FOOTINGS WN"j OCCURS ' 'S.) Si AO REINFORCING TO BE SWt'ORTEVI AT MAX. 4'-O. O.C. • J �. ..r" r.JNChi rk Sl Ah Wt'M �4 ____ ' I t t '5/',. 1" 0) ' F AI•M WAY 4NfR 0" '?F w - •y •.) SEE ARCWTECTURAL DRANNOf FOR "FLORIEW MALL RIMUNN!tMUM I N I tiMNUS ')VER V)r.PIIH'dAR1Y1tR 7) SEE CODUMN AND FOOTING SC19"t ON OUT S-3.0. I � ' ON !"'f N-4k.tDEU ;=RU$N«(1 +tl.•Yr' � � +' . uN FLT'R t'r12RIC. -' i•'F EMSTIar - T • 0 0.) SEE SHEET S3.1 FOR SM. KALJING WAtI SCREEN WALL. AAD SEAN[ RETAN6tUG WALL REOUIRiIAEN S to PRa1nc Y r_. 1 40 A .. .. •-.,•- r t� •� .ib. i L 1 I r IL JA i 1 y •-- _. I ' }r ( , ,, `I'; �., 4' CONCRETE A." 1MTN AT 24' OC EAA71+ MAY Ot A d ID 6' Of 3/4" MINUS C.4VACTEp � CRUSHEC) R00K O.I P /APOR � BUIi.i/I ! MaA - ; ')h. Top OF su• F ?Ol.GO /I T,-d, ^` s16,atnl6t 'y '' ►" I i /^" ter. ' "' ' • ..... I N., l Fila `.L 11 r %� ,,R ,!v;.;1 :1 Ail'., . 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OOUeLE 2m f0 N LAWAAAW MIN 16d NAILS AT 6" 0.0 WL (S7A1x1MW) r' •F ' 16'-0' 1 r) C ` -Ml01CATfIle-e' _ 41 G6Nl91 N1Nf- 21 neTAn. ; -_ -1�-- - 40-0- ' >1< M.J -WASO/MY CONTJ1KX JOINTS NOTr ` r 9101M'!. SEE ARCH FOR LOCANK SEE DETAIL FOR STRUCTURAL OFTAIL. t ' 4' e- 3'-4' 4'-0' B'-0' e'-0' 6'-0' �//J x_1'_4• n�RN-oorw �w ._�. « r6Ti�_ EoaE IIrN lz' OPENING ; _______ .._ ___-_ � - �•p / NOTE j55 �NOREiEA OF EIJFTW A G FM91 /Ld>R. p' 1--s- � � ' �' i+)TT;pf r:RFFyMr._.:F- tee' ^..� IN(AC'ATE II- MiAXMY HAMA A t i J «----0- CONCAErE SLAB 0 ' g Y Q HM: -- --`FUTURE' ( + , OVERT6" 0 CAC ATM RR�V ` M�aaa11 -MOICAIES 14" MASOtdRY hMAtTER/►RR OPENINGS ! 1 CRUSHED - / -�IICATES STEP IN SLAB. SEE OE TAI/ IL Y,).1 , 'r I r PVMWI IR FOUMAT" ORAMH. TVP I I CONNECT TO f1QSTMw STOMIA I ! I _`,-_____ -- ___- .._ __ A �x -M�ICAlES MASONRY w SYSTEM - SQ CMI -- 6 + FON SITE AND R11M1-Uf vol;TIQC- SIi.T `rJ'1If[DtllE ON SHEfI tiEl FF: .-4. >� --• O -�ICATES r,(kUMN AW FOOTINU TYNE SCE S{H11EIIrt : L ION S►EET VIA r �] SHUT FOK Siff AND KINFORCMIO ; - �.� �-_- - - � �'�' - �--�'--�'--r-- - - - - -- - -•-- --------------- - -------- --- t -RJnICA TE S WALDIN i C'.UL I)I N1. 'a t SC.HIfkltU OM Utf T �U f0R San � _ e�� �. rler r��l �r ��. I.r row �� � p A S 5 WWII N__sr-csss �z___Z�--- Nx=�r= -.�_._� ------ ------ -R�ICATlti ilitAlN SEE WAILS. .Y (�G. C C C C b / •�1 _- -M�ICATES f0p11NG SLIP SEE IJETAII�y 111Jp fOOG S1EPS 3111,11011111111111111 ' ' TYP. AT NEW .� `t ON PLAN ARE P'ROPOSFD LOCAM4115 0.-,1YRACTOR TO Rawl awnt's ANDOR JAURE i e NEWEST FOO CHAWA FNO O KAX EINL'Its i LOCATIONS ARE To at 1.%w*xO + ' r ; \ -1110CATES PLYWOOD BWAN WALA. NTH 16/32- C•-0. C-C 9EATIMIO,, MAS. 6 t2 -�• i4 -C 1 '4" ; \ 6d AT 4' D.C. PANEL ;6' ) -3 '4" EDGES ala At 12' O.C. fEt,C AT SILL PLJI L tsllt • , ^ , _ _.. . __ _ _ mo w._ 5/6" DHA. CAST-MH-PLACE l WILft MIN HEAVY VAe Oft 1 MMI. EINEDMENT. 24' 0 C MAX.. (3) MM. PE1t WALL_ • r .� araJaaJ� JJw �•. �� ITINIIO� MNL •�•� M .e.. •r� .r rt rr�• - , <��- edINW Q S D.C. PAMLL PLYWOOD HE AR W L Al 2'6�C2•FE1D AT 81L1 PLAT; ►; .0 L VAN I / I - - r`1' f L�, , 5/e- DIA CAST-NI-PLACE 'J' BOLTS WITH HEAVY WASHERS. Y MEM. .- - + I E111BEUkE N 1, 48' O.C. MAX, I .. (3) M . PER WALL 4 r . � Iw• I -INDICA► I ItPLYWOOD SHEA DSAR WALL TMiSf32' C-D. C-C BICAU WAIL 100 T1D.C. PEMS, Ma* T OC FED. AT 61 RAIL UK AUA � WY wAsptEMKDMENT, 24- C MAX, ) MIN. PER T Mw1 0 ANDWATES DRAIN PER ARCHITECTURAL BIZ -INDICATES 2 K 6 STUDS AT 1p' O.C.. OF /I MIN r •'.r' �t -R1DICATES 2 X 6 STUDS AT 1Y O.C., Of /1 INP. Volol •U 1 •; `- yl .yr , 1, -INOK:ATES 'SWEAR WALL HOLDOOMI. NJ SLIJIM4 LL- ' -- -- O mom= � .. TIP. I / ! , \ ' r 1.) CONTRACTOR TO WPI'Y ALL FOOTING F-t EVAYKM TO 1}E FOIAXvaW CW-.NA- r M. -- •--- "IN 70P OF fO()T*40 TO BE hMN*AVM �Y IS 41,0111F 1FI%M ORAVIE OR '.-. 1 ,' 'ti.� :j 1•) IKI' t.q.. •,I,1c�' I BOTTOM Of FFOOTING 0 K YI1ilMMUM 0/ 18' BELOW iNl1y/ AADIE�•' t1.0{S2 . I 2.) TOP OF FOOTING CIFvAncN TO K 0*01 c'F';7 AS JKQU*D M A.0011NODIAIE RE t k BUILDING "C" off SLAB oRAINACI OWES � No Ws'/,wC F� � E 4IALL THE DRAINAGE LXW POI UAIK TM6 TOP OF SL Aa 207%' 10 A.J'e oc_i!"c �, 3.) CENTER GRALX BEAMS ON 16• PILASTERS/P"S , • 4.) RUN GRAD (TEAM RE►NFORCNIIQ COkTV@J" TPRU rITlt *CTTMp fWnNX MSE • +', + OCCUR' r 5.) SCAB REINFOPCJNG TO K S(PKXTED AT MAX 4' '•0O.C.b _ .- CONCRETE sdAe wn. `14 . _ - � • $� FDL "71 �, � _.,. I ARCHITECTURALDRA'rM1ai JItR[D" WAILALaR>�1�1T'1L :'4" O.C. EACH WAY OVER 6' OF 6.) SARC t 7.) SEE COILIRi AND /OOT11Jt0 LCMH Du1 E 011 9EET 11-10. e ]/4' MINUS OVER VAPOR BARI'ZIEIt I ON (II E* F ARILDED CRUSHED HOCK • B.) SEC lIIE[1 $3.1 FOR SITZ. SCRETN MTAI.t- AM lTAMt KTP WALL R[C11Alt�lflfTT4 AN Flt TQ iABlIIC. ' FACS IL VOWINGWALL -- BL11lDING WALL UK PERMIT SET MANON ew. Roft 01 01 1 C, LF lz� / ' NOTE! FOR SLAB DRAW SEE ARCH OR GS. +I 00 • l iii kltlx ISR/�lal1!!� i - / ►00 _ OR SYSTEM- L ' SEE I. 1 1 t{ ! 1 G A RD • jTRIANGLE , t 1 -;LASI- 205.46' TOP LF SLAB .¢ I '06 ~.' r 1 ,� „ �� ' 't 1 •MLI WJE► upon" as soft --�.._ S.IB STEP E h R nIw e.e..• +ti. ,rsrEr• '' . Cat ...._,r•- _ ._ �.- .-..__- _.. ' E ~ � `511 -/ 1- -. ,_ r .e air. I i\ • -wf��• M' :,�i}'. r' '� s /r\ AT- "a'�j�I�' .Z�iu- w`�i• •. U �rinr:..-.•��r-.a'�-�o.�i --- -----ee�- � l.:I .�'-� .� 4, y... , _ 3ti R row-0-�'� , 2'-� + allwr t'rrse cr O♦ • .-- • __ . -..-._.__ - _ `yJ�'� OtCT tts 13 mile a_� . , «-o• r_� -----.- - - - --- a�� ___ _. t -°-� _ _ _ ._ t z --- ! 9 ING " " U I t.Dl1�\as s 7 W -7 1/2' FOUNDAT10" kw\52,y ver"14 1 NOl[: 9EElr S!1[Ef 62.0 I'(>ft BtAA110 Y PLAN ' Y to •.A ,. ii lV"'•"6" ...� a 'V. j ;^ •,', J r . - . a.. 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'•;•'r .,.{ .l' �d, al }?d it.• 'r,, 4. ... '�n{��r' a � ..'.aiA; ..r " , - - �}�, l �.. ._AA • ` • '•�� ` T %CA. "ORI ) AL WALL 40#CHIC" •. ,' `p, '� •f� 1 ,. - N b - •w ' wmmu -_-- (2)-- /b FULL ME04T EACH CELL �) �r�' • '. r JF wr 1 FIRST 2 CEL15 AT OPENING $ + STOP 1iORIZ. IOIFQRI,1Np - TYPICAL HOp1I0NTK HALL VIFJLTICAi KALI REKORCNIG PER stDNED1AlL -- 1'-- ' R- EACH SK OF d0611T EXIaPT PRO/Q.1Mjf RE1Nl1RGNL PER SL?IEDLl1E Now � AT ROOF ANO ( �S AT B0/70M OF LI41Fi TO FOR RE1Ai0RCIlIG PER nl REXI ORCtNG + (1 TOTAL IN PILASTER] " xy t i ° • t►0l�RS Z)Y p EACH FACE w . 1*. '*M JIT. �FX AL NI�ZONiAt. N0TE0 'AT CEN'"UNE' T RE�IiORC64% ON SChEOUtE, tWPICK 4KWORCa/11G PER -03 TIES AT e" D.C. RQ AAOiM19CT11RAL DRAWA,03• SPA/1�N0 PER 3rF1iDl/LE � ftC/KJIiICMK i OA SEALANT T ( BIDk) PAO'MOE (Z)- GARS (WtCM , ■ 2a� r 74' CiAWWLR &M AT Mls EACH VERIWCAI FtUVIT Ht7Ql�T EACH) A�� - EACH 0IUW KAM1 RtINi�ORL71�PfR Ci1U�NAu x.. . , r'• ','�`!+ �ti.�' Ut OF JONI (2' CLEAR 1. TYPICAL JAMB REINFORCING AT REIWORCM/G SC34MLE EACI1 FACE) ^__�_~_--._-.-- OPE►ANOS 6 -0' WDE OR LESS r. r 4 ��'' ((JAMBS AT OPENINGS GREATER �{.�'' MOTF PLACEMENT OF REINFORCING 15 EXTREMELY TN AN 8'-0' ARE PILASTERS/�RJ _ , ' AILW"fLCTUkAL DRAWINGS FON CRITICAL AND IS TO BE INSPECTED PRIOR %E PLAN) I ' 1 - L.UCARON OF MA$ONRv CONIRW 10 EACH OROLIT POUR TO VERIFY COMPLIANCE 1 JOIIUTS. 1 SEE ARCM DIAK)S FOR EMBEDDED SP CHANNEL REQUIREMENTS AT DOCK DOOR JAMBS 1 TYPICAL Irl RY CONTr:OL JOINT 2 REINF. PLACEMENT AT MASONRY 3 REINF. AT MASONRY OPENING 4 �`MU REINF. AT CORNERS ENDS 5 PILASTER ETAIL PiER S3 02 d" 1- - 1'7 1'7 - 1 - 3.I .0 1 . 1 - -4 d" I . i - 1 '$13 ,TES AT 6- O.0 /'-(4)- /7 VERTICALS EACH FACE - / (12)- 05 WRTiCALS 4'-0' (13)- // VERTICAL (TOTAL.) __ GRq OWt ♦.• t N wA,� d PER PLAN i A -- -----TYPICAL VERTICAL • .. . , a •:. rr '� ---- r Q n VMTICAL At Ie' O.0 WALL REINFORCING W EACH FACE OF IILAST[A BEAM REINFORCING � - -- ---(3)- /7 C A1311 END OF riiMCAI. WALL BOND '• , ;r -.- - r � Pv►sTER • - F 9 ` 'O 1�C YAx n r•, w•aa . �!��i •'rra r.:' '�.'� (3)- /7 THIS END t�NT r TIES AT B' O.C, TVP. (2>- TA EA FACE j; B' 7 EA FACE A► / TNTC•a CSU WALL AND i n 2 TOTAL) MAX. -+ 1I,I1�(J� P[A Owu WALL REMMORCEMENT SCHEDULE t 1 n /3 TIES AT B' O C /J 11E5 AT B' 0 C TTP A'.Y'�r ' --(2)- 05 BAR$ (UNLESS NOTED yyy,,,��� ^� + 0"AWMSE ON PLAN) FULL LENGTH w.•y+., �t�ft •r I PNOVIDE iIA r 24' r 24' CORNM BOTTOM T1M0 COURSES- EXTEND ) BAR AT EACH WALL 13(D BEAM 464 PAST OPENING3 11:r Ii INTO PILASTER a -- --___ 3 112- 3 1/2- ! 1' 4' I KE ARCM. 1'-4" 9a:Z;W✓ NOTE SCE ARCH DWIII FJR EMBEDDED 04ANWL RCOUIRENIENIrS AT DOCK DOOR HEADER, i 6 PILAS PIER DETAIL 7 PILASTER PIER AT CORNER 8 PILASTER/PIER DETAIL 9 PILASTER PIER AT CORNER 10 CMU LINTEL SECTION - TYPICAL •_..._•.�� 9f .dlr�+�it' (1' 2 T- .drp 1 . 1 - 53-H dwp t i -O 3-9 - ---------- PROPER(Y LINE �• r CID x 15.3 x OPEIMIG MOTH WITH ----CwU w�l PER PLAN ___ 1/7' DIA r 1 -6" A706 BARS AT 1B' -T S COt UMN Pf R PI AN 1'-4' - AND 112' p1A X 4" NELSON STTJ03 1 AT 16 O.C. (SiAOOERED) •--�-------TOP Of FOOTING-- SEF PLAN 1�• 3 1/2" I (4)- IM ■ 8'r DOWEL BARS PCP. Ir- FOR RE0111REAAENrS PILASTER HOOKED AITOIIND -- �.ws,•• --BOND BEAM REINFORCING TTIIMMIATIE INTO SLAB AT CONTROL JOINTS PFR DETAIL I/'S3.0 iOP Of 5I.A8 ON GRADE _ • • --+•--+.�..� 6 6" .11 �-- --a/4' BA?iE PLATE W/ (3)` >r 6 CMU I INIC' ANE) RI INFORCwG PER / 3/4' OIA w 5 1/2' E1tBED SLAB AND REIW ORCING d SEE Ff AN F UR S1 AS WO*(ROMC PLAN 134'N') VER TIL AL BAR INTO "DULBS' DFA00 ANCHOR BOLTS PER PLAN NTH TURN DOWN a � Al BOTTOM (* IINTTL ! • EDGE AT FOOTING AS SHOWN •1 �' PILASTER BL`'OnrD r C(x+NER BAR f 4)TOTALS N PILASTER) (2)- N TOP �I Ntt1 MALI. 1 _ - DOCII OLrMP{R SEE Ak(H 3 nes AT B' I.C. ---ppm RAwP TACE. EXTEND INTO FULL MOTH H PILASTER • �'-/ � � � (3)- /6 HGFtIz. BARS Full LENGTH EACH p 10 I • . CIAO WAIL A,fO RENNFORCOW PER PLAN OEYONO OR MIN 3b'. LOCATE SPLICES AT A - � i �, �4. BEND VER,'r, INTO SI AR 24" OVER /�! PILAS1T:It5 AND LAP W.N. 36'. It COL/KAM/WALL (4)'" 08830 DOWEL BARS 1 1/2• w 1'.Z• �' -DOWEL TO MATCH VERTICAL, WALL RE1M 1 t/2' / W '•"'• , PER ANLASiLR AND AT 16' O C o PFIOVIOf 400 LAP AND ALT[11NAlE KND• /3 TIES AT !)` O.0 N- 1OIi BALANCE OF FOOTING SC[ rCIul10A11Ow� A r i " TYPICAL CMU WALL AND 1�✓6 • • . 1 1/4' /� 1lEIIlF(XtF�NG PER CIA) WALL I • . ATINFORr'11 A SCHEDULE I - `� ,- 6t • • i/2�' ""'-ECCENTRIC PILASTER FOO TIN; " .I�t PER PLAN 5 Er SEE ARCH ONGS. 2R. 1 110 3 13 • fa !- SEE Sr)IEDVLF FOR ( -.-��...__.-_ _.___._ _. _ V..__.__.____• FOOTING SIZE AND SEF DETiJI. S/St FGu AWITiONAL ' RF.INlC'RClrll. ^.43" 1 CLR. 2 AT %IILAAf WALL CONornow WITH TYP. SPREAII FOOTYNG USE SAME TURN DOWN EDGE 0,ND REWOACJNI:. 11 INT COLUMN AT WALL_JG IDI 2 ) 1 ? PILASTER DETAIL 1 .� CML+ PILASTER AT PROPERTY ONE 14 SECTION AT LOADING DOCK � 5 CMU LINTEL "BULB" SECTION -I2 di•p I _ 1 _ c ^ _�' �c`IIA dwg---I-":I.-�, _.r. MIT - - MAIN � Air ULDING _'�l�►ND-_OO sIcH ULA- .�_ � UiL IN.� w CIiAU PIAL'. rZEINF'�>�t UL ._._ z I � F•c c No 1 , 'v'� �N .�C RIf iL.E 'I COLUMN � .._._ N 7 POST BY Omms A -01 x ID, 'OF.EN N EACH A BRACING �.----_---- _ _r__ NOTtS �- 07HI S _� IIr O x S'-O' x DE (S)- EA_ WAY FTC At - MARK LO(ATION WALL_ TF4K. ^�v..RT1cAl REIMr'ORCiNG.- 1+,1Xa,11ONTAl REIMFOF'CtNf. MUTES T.s. 7 ,i 1 x 1/4 COli1MN a'-Il' x 6'-G'Llx 20' OE[P (6)« �1 EACH WAY BprYOM NOTEBOOK COLUMN FOOTING r _ T I G A F? U R Pd1T 1!Y B" DIA. X 4'-3" DEEP (4) /4 VERT. /3 TIES, B" O.C.. (3) TOP 6'- L/_A\ GRIDS D/E WALL 11" %S AT 1It' O.0 AT CI<NTFRIINE SEE wan /3 L 0\0 CA WAR REMfOR(W; POR Of !/510 OF 4/53.0. '-----•�-••` _____ --�._.,___._�__ SEE 6/S3.1 2q) CW PASTER 3'-O' WOE x W-(Y X 20" (4)- p LOT. BOTTOM ! -ECCENTRIC SPREAD FiGS. AT IS 6r If_ B fVST By 07)4 (FUTURE) J'-6' WIDE X CONT. X 12" L►EO BRACING AT THIS FOOTING TYPICAL WALL 6" OF *#A � AT 12. O.C. TRANSV. ATM. -RUN CONTIN. WALL OMW Ti•1RU TRIANGLE /4 AT 12" O.C.D,C. EACH WAY B /S A 2;' O.C. AT CF.NrTI'R1INE Sr�F. NCl'E iJ 1 END � L RENiGRO111G PEST LIE TAIL S/53�0 011 4f^c3.0. Cpl/ACT ENGINEER IF OTHERWISE _ _ 2 KWORaW AT JAWO $ PER DE14t. 3/4.5!0, r3 - OW /11LASTER b'-Or X rS•-d x 16' DEEP y (S)- N EACH WAY BOTTOM -SPREAD FIGS AT 48 « 4C -'--'�"' REMBOLD PROPERTIES LL6 s'-'�"'�r"" (6)- 00 CONT. BOTTOM -RVH CONTIN. WALL WJW r"RU 2, Elt1ERM1/1 NAI1 r-O' X 12'-6" % 12" DEEP �.5 AT 12' O.C. MA%. - CENTER FT; A40VE wA11 CENTERS 77- PIERS/PILASTERS tg` SEE PLANS MD DETAILS FOR REQWREMENTS� ��� w - -'--~ ---_ -- - 11 T S. S X 0 X 1/4 AT CIN/ 3'-0' X S'-0" X 12' DEEP (2)- /5 LONG- ADDITIONAL CONTINUE TRANSVERSE STEEL INTO -A- (4) CMU PILASTTTA/P0 2-6' W41k' x CONT X 14' DEEP (4)- R1 CONT TOP i BTM -AT RETURNS I GRADE OBEAMME (4 ORBS O r WALL _ _ �` AT 12' O.C. TRANS. CirU WALL CONTINUOUS FTG.-SEE 6/S3. ��M�_w-�•.����^�� �~_ -�_ T.S. S x a x 1/4 3'-0' x 3'-0" X 12' DEEP 4 A O��-`M�1Fi' ++���r "DYES: __-_ _� - _ -_ +WARS TOP AND I10170M4) COPIER O- N EACH WAY __ (Slll WALL r-6" WE x CONT. x 14' DEEP (3)- /6 CONT61. BOT60M _ -0MTIN FTC. AT ORIDS 0 6t E ;> -.. _-_ ---- _ TYPE 1 -- 1.) I-PWNATL PILASTERS MIN. I'-4' A*I MAX. V-•0" RA1.OV TOP OF .ROOF FRAMING EX!'.EPT Af GIRXR LOCATIONS (AW. DETAIN. 1/156.0)• -AT RETURNS PROMO( (4)- /!1 CORN[!t POST BY OiI+X is 16` CIA. X 4'-3" DEEP (4)•- /4 VERT. /3 TIES, B' O.C. (3) TOFF 6-- 2.) PROVIDE CONTINUOUS DOLN" MOND KAM AT All LEDGERS AND "ST EMBED LOCATt14S- LAP '30ND SEAMS AS REGUOED AT !LOPING --- � __ -- _ BARS BOTTOM POFI'TLAfJ[:�, C'yR�.f;�?hl rJ"� SEE 6113.1 RE0�11RED AT SLOPING ROOF CONDITI(WS. SEE R(XIF FRAMING DETAILS AT LEDGERS A,iD &AAI-MMOL WALL ELEVATIONS FOR ADDITIONAL INIORMATiON• ^� CW WAIL r-O' WAE X CONT. X 12" OE (2j � CONTIFI. BOTTOM -T'OPIC'AL +'ALL FTG. -ECCENTIWK' At (iR10 1 QEl101'1 BOL METiTA1R[: 21100 PSE' DEAD t L7Vs LOAD 3.) TOPIGII HOR17(�NTAL Rf.INFORCEMENT TO Bf (2)- /4 ON SONO (TEAM A 1 41W' O.C. FOR RUNNING !N'RAD. sAn,isor us, • B1�lB • SE[ f011S MVES1AQAilON BY: AORA EARTH i< ETIVSRONME]NTAL, MIC WERE STACK BOND OCCURS, HORIZONTAL REINFORCEMENT TO EWE (2)-- /4 IN WIND EWE WN AT 24. O.C. MICIN SDR FREssm: 2000 PW DEAD 4 LIVE LOAD DAIEA 11 S- 1Q9p BE &XII MIVESTiOAT!(111 BY AQRA EARTH A ENVIRONMENTAL, INC. A�Rl�i.IW,I� 4.) CMU IS TO BE SOLID OROUIED, TYPICAL- pAT[p: JLMA[ 1N4 ��� • YR�3 � IWMI NOTE FOUNDATION NOTES 011 SHEEt S-2. 5) `.+E'IUAL.INSf,.F5IlM REQUIRED Of ALL OAU NOPE: BE FOLWATM NOTE! All 3MY S-2. fe•vwrwl•rs. »• rsAr, 6) SEE DETAIL FLEVATiONS, SF_CTIONS, AMD i}ETAILS' FOR PLACEMENT OF REINFORCING, 7.) BOTTOM OF LINTEL REINFORCING: OPEIIING 4SS TNAN 6•-0' - SEE STRUCTURAL NOTES OPEMING 6-0" TO B'--0' - SET: DETAIL 10/S3.0, OPENING WEATER THAN 6%-0' - SEE DETAIL 15/S3.0. a.) PROVIDE /5 X 74' X 24' CORNIER BARS AT EACH BONA KAM. 1i.j COORDINATE LOCATION OF A(1 MASONRY CONTROL JOINTS 1MTii ARCHITECTURAL. DRAWIIK:S. BE ALSO DETAIL 1/53.0 M 1 1 10.) SEE MASONRY WALL ELEVATIONS FOR ADDITIONAL INFORMATION. M*F//�''��rrn v ��IL 'T Q ��y at_) SEE STRUCTURAL NOTES rm ADWIONAL INFORMATION. R" wr U N DA"1 1 Ti„A E!I i ' CMU DETAIL' � t SCHEDULES Omer A*4 s ! .r , y. } ,:• y. . 1 f r . a t: r). s 7M SW DMtmwMe Str BUp2000 00162,SIT200f1-00007 F r <<r s 1.'-j._..= - - aw«.r a.•.r•IYY6.,r,.JrMy�.•„,p•, 't ;,.•_: > _ .,. "cT" i'',',�y.S.a' .. . ax +L ..(. .y .,+' y+ •�. •�',yr.+ 1• ° 36 Ofjig II "S`w.:.W.�ar_`•.' itr.r•r.i:MBLJ:r-- - Jl:di:.,.:.w....._.r.. A,.....,..r:t_. .,..�►..._ --_l.a_ ............_._,,. ....t _FiYYGiI.-'..LO'�f.'•,�Mrt[.�.J,l.s.'r.s. ...�..r• •a • . p• S'iirr• y•Yi �,.�.p �jI • .�.y _ - ."'^Y�-" - ....._.- _ 1 .k, .fk.:..�w'. �.Y7r... ..,i1:1' .'. 2 - • i 6 ,O I? f4 6 • Iliilll�llllllllllllll I � 30X . 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IMAX IM+LL AWT a -LI' AIWE " QnAM 2 r T1fWcnl 51A10 AND I v / /r , RESMOIACINL F'Eft rt,w + COTE SLAB ER '_AMD IA [ ► A4t REWCU T Pout" 2y Ir out" CNION GROUT AT TOF OF WALL FOR ORAIMA C cut +, r PLAN. AT 7M4LJIR. i i f5 C(xUAW PT 21r SRL HAIL -- �,`•- �L S/IENTHIPIG " •- SIC. am AMID d1�lT ALL SIDES Or TS COLUMN �01� CRGUTCG ( ! WALL MtTiF , 1 MN61 NW A�#N +� � � PER PLAN a/ s/Ir' w►, PSJI PLAN � FGR roo1MG Yt�R'T 3/16' PFM PLAMr 2Al STUD WALL SU PLAN �) . AT 32` O C MM AND ' • Y PER II�1N � (2) S/I' OMA EfPAM 1 +' ,� 4- IMI o , •}�' At 18• u.C. PIiOGT ra a • , .� :z . SIT L 1 r"' , A/l(> SEMq Do To SLAB s • e PLATE 1/2 x11'.11" WALL EDGE NAN.MC M C40NISAM 8 , , �, W/ (2) 3/4' DIA �'�^PER PLAN • • Q • a • , TYPICAL WWW MAM RCINF(WAG 1 -ILL: / way t TM 5- WIN EMIED IV I ^� { //v4r WIIEL . 11'1 AT 34` O.0 Au •+ 1 ♦ • � • NAM, 000MR. OR AC � S[NI3 0'4M CUNTIN r4 AT.) TRASH • FOR FOUT'NG °• • . ! (C170RDINAI[ IMM A#CiI. 1 30X ) �E11CLr0S4NRE SIAd W{Etn: OCCN1R1i � 1YPIG+. M� A+� �" • • • .1AX AND PU111.�� Ts C t ; Klk �CM~� • • • • RAM1S- � TYPICAL. U.O.N. ..- `'�® ,� • , Pfrt • d • `�_ G • RASE tIN. / , it f7+• r 1 � (� /1 CONT. • • o , COMPACTED CRC04D ROCK PER 2n11 ..4. O d V RBRACING-- - v :i t - TT OD OTHERS d EACH SD[ llr wALL .......y ��NQA IRM er OTHERS • � .. . r j 1 (2) 5,lb' OMA. EkPANStON- n JA LDa OF Ct7NTFNuOUs ANCF+ORS S" MIN t:YeEOMMAIT • ' /-2'-0' WE k Ir DEEP C.(111TMQJQUS FOOTNIG (S[YOND) f 10v SEE 3/S-31 FOR r O" T Ptlt MORE INFORMATION • FOOTING WITH (2) $a BOTTWI �.,� 1 • • CONwIlI1(x/j rouTw�o ' • FOOIMG SIZE AND RtN11rORC�NT 1 PER PLAN ••.l..Yi+ .. FOOTING Z COLUMN CONNECTION 3 THICKEN E � � SEE ABOVE FUR . NOUT11CAL WALL S31- .dwq 1 - 1 - 3 S31-2.5;9 1 - 1W.V u1- «Ip 1 - 1- MORE wf oaM A LION • • ��Ar- r i r -IK NFORWEL TUNMATCH A T P�ROIN[lE 400 LAP - '-' - • • NM. AA1.0 tall - - - -- TYPICAL. AND AL11 ANAT[ StT110. _ AMGRY 0m.Q to AT BRAC" 4 POST BASE CONNECTIONS 5 CMU "SCREEN" WALL. DETAIL fi C MN AT CMUY!f ' S W&L 3. - . r PT 2K STUD SILL 2x STUD WALL +� PLATE W/ SANI;HORS A. PER PLAN I /--RAII,NG, POST AND EMBED REOUIREYENIS PER OEToUL 10/53.1 AT 4e' O.C. 3" FINN. , (2) N•S � �p EMSEDMENr. GONIINUOUS ✓ LANDING OR STAIRS - SEE PLAN Z T� (2) /4 "IDWOWAL - IAM AT TOP' 1 � 1 74 L.,,_-POST 8Y OTHCHr.RADNJS Ft011►ID FOO Ti N(: SEE tlQ�` 1 11 IOUTING SCHEDULE FOR ' WE AND REINFORCEMENT. • 1. SEE REYAINiNG WALL 9pKOULE -�-----•-•-- ••••� DI I' FUR ADDITIONAL INFORMA110N. ItETA 404 WALL ANIS FOOTING SCHEDULE RE EREI�I('E AI --- PE ARCH. 2 SEE ARD41TECTURAL, OWL. Alla \ DETAIL 9� 11' n GcOTECHNICAL FOR AOWTIONAL - %tEOa mmf-ws w-�-� 7 INTERIOR WALL AT SLAB �'" , , RETARlwO A' SARs .• ®,,,:� 'C' IARC �• BARS �.E. �, , •-�.••M.--.�.y WALL (HT. FROM T.O. rlFr.) 1 3. 1-7A.dw9 r 1 0' BARS /,HORIIONTAL) #7 AT e' OC. TO ]'--4' /3 TIE PER s\ 14'-0` 3'-0' V-10' 20' 10' (DGMRtiG INTO i7Q. 6' AT 1s' AT 06 AT O.C. A" QC. 12. AT ox, © SC�D1ILE l , � � OONC. ) te' 0.4. 1'-r" t2' /0 AT 18' O.C. TO TOP 'A' BARS (VERTICAL) -� -- --- _- $ to,-(r I-•a' >!'-to' rd' 10' 00 A7 ta' Q.C. To TOP to AT /4 AT 06 D.C. AT 1'-(J• 12- colpo (DOWELED INTO FTG.) 1S- O.C. 1s` O.C. io' G. 1t' 04.AY � BA(;XF ILL MATH F"REF.- -- • ) DRAINING ROCS: :> • • 'n (.(IMPACTED eke" W" . � tom! , • PERFORATED GRAIN PK R COMPAC TEO (4UTr-CH EO EO • APPROVED FILL '* ~" MWACTED FALL TYPICAL �L I. SII s11RICTURAL Nom mo MATERIAL fI CCMArgM PER FOOTING SCHEDULE _ I AT 10401CAL fM IPUCM PWVW LAP LQAX To 49 go 0L4Wgy , ` MINIMUM NOTES 10004M BARS WLOWD AT KTARS4 11WALL COMM= - �[ S1INICAgAL W=UA* J` CLEAR I. FOR GALIRORAR• POST MflERT "S" !t o� DOW SEE DtTAL. 10/s3,1 • , • . • 4. »II FLAN FOR ADgIT10NAl MIOIIMATNON ' , b • • a I .Al !D. OARS- J , 8 FOOTING DETAIL .�. IAM RA01uf •E' /ARS 11 CONCRETE STAIR DETAIL 1- .dwg 3. s -1.d11q 1 2 - �A 'd *.WALL Alam -. '„' .. PIRIIIIT SET rtrA.raAlea.o.wr..IAI NEW ROCKERn wAla 11�t1la 9 NORTH STAIR RETAINING WALL AND FOOTING 1 .dwo 4 -1 1 + ` o Ntw CO14C11ETF IAETANNING wall Altp STAIRS 1 , OIE TAIN011G wALI FOOTMIG /tLON' 1 RAKING, POST AM ElOS1AN0 'IL[�'STONE' RETAINING HALL - TO REMAIN ARCMs DrlAWINfoS FOR [MINED REOLIIRFMENTS r 1 ` AOCNW*AL IhFOflNA710nr PtR OETAIA. 10/53.1 1 - VL.W I '1 J � I ,/' POST AM fMSED Rf(�LnNfMENTS - ���x � I If/ PP DCTAM. JO/S31 M-40 ru on 304N I \ (2) /4 AT TOP b 1 ----- fLoc - "T INWOOt F•C,R HANDRAIL WITH •wra,eY .•� 1 I I / - 1 1/"!.' DIA !fANpARD hlPf RAILS \ ` e- COICKIT WALL MT.) I *,.T �'` �� �� + ITIGARD • / 04 CACI WAY AT IW 0 C. 1 I/2" GIA. POSTS AT 6'-0' O.C. MAX. \ ,J v'' I ' °' .,,, (2) 14 Al TO{e , 4 ~ CONTOUR GROUT TO DIRECT WATER AWAY ` �� I + ' ♦� — REM®OLU PROPItRTIES, 1-LIC "tOM ' + , M Af 10' ON CENTER [ACM WAY / HAND PIPE, BLOCK PP INSERT FOR 9 �� I � —STAIR AND LAJit77NG HANDRAIL WITH (2) OPPOSING /3 TIES ■ � ` _ T- "FORCING AND AND DOM(I.S -SL.AS ANO REINFORCING PER PLAN l I -NEW STAIRS AND fA1Rll �1 FftE DAAN1M ORhVTI /ACKFILL 1 Oq pw • o. w� Q iq PER DETAIL 11/53 1 KENO REINFORCING, INTO TURN GOWN I � $ � � _.� SLAB EDGE Mw 8' OWER /4 '� PAWW OR IIID[ --DUwFI BARS TO MA •" ,!• HORt7.C?N TAL BAR. / GER Pt.Al RFINFORara PORTLAND. C►I!�E Q Q!N •4!'!. , �\ /(3) /S LONQI1tIDAaAt o 1 '/2- f r PROVK>f. MIN 4drx DIA. LAP AND ALTERNATE SEND MTO l"OOTI/IG ,; 1 W PIIlAN►pT ,+ VAr�� •' � ''�,`; i T1 _S � �° •, ` ,��- V S -� 1.0 11r. ! 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J t." - 1 ...SAO" JOIST (IIEYOMQ) PE1l FLAN f A - r"� y 4wI: .�, A T 5111PSCIpN 'UT20B' k +' ', �" ' 35 A OF ✓ " . jl * ENDS R 4 PARAPET BRAC[ AT I4' O.C. MATH f y ti F.. 'Y " .t SPACER TO SUB-PURLki$ tY R / (4F- %d TO EACH STUD AM A SIMPSON AT 2'-0" O.C. Q 4,-o• PIERPIVP 1 .S a' I�.`' { �' �, , rI a ` I , , '.4 ISI. r ! ~-- - - NS TO s zeJPrOR T -._ - Y r i„. r�i .t , r 2 r 0 SPACER `TIGHT BETON T r �: r ''w -"I• 4 -. mm-PURLINS NTH (2) ROAMS OF I I syPsoN 'LSTA36' A7 4•,, ,,� L ,• 3 r 6 O[tKIgG BETMEOII JOISTS .11UM 01ST NAILER SPr+CED 1/2' INTO CORNER TIE RODS _ i W *r (.yr,,, r T' ;t C, I.W!,,, , 1 e' -_--.,.-r. I r � OrHmu .tnlSTs rn ' rr R'•tb +, byr _'YX K TNN10U5 4 r 4 yPMMN1G (l�TME CN r. • a r t m.¢ } � r swMP,�II A3S AT tb" 0.0 SuB-PI1RlIh JOISTS NTH (2) SIMPM HOA10's (ONE ------ - --I _..._._ -__,r.� _P .-. .,r zr' r' !1+ r tt; I}�' p, ' , �` 2 • 1! BRACE EACH SIDE OF JOIST EACH FACE) AT OUTTMG ENCS ATTACH p• � ,r syr'• e I� I ° '� *, "` C'�t;"" "�' ;y {+' �. �`��EAN Pep PIAN ° wTIt MWi. Itt) tpd INTO SPACtER w/ (s)- �s 1/s' r 1 1/2` SatElrs To 2�z2 T- �" 4 r AAIfD (4)- 3/IB' r 1 1/4' n T.O.F. TTI-fes_ r. _, .*•,�'t',' � a+.• .4 .' ,y' }j Sd1EMl5 TO JOIST NAEfA (PER S4Px0111) if Ar / / S _ -/ tay , • 71 k ♦�, L I ~J'. V` __----WALL 9HE A THINIL AND NAIUA♦Cr F R FLAN N ( ?' ,iJ + RIP ADDITIONAL 4x4 TO PROMDE / / / . / -0 ,y r 3 I 'J' '--"SI1N'>rON 0516 x J'.-0` AI ,x_rSf J _..-.-__.�.�..,---- �!� . .,1 TO BEAU (tt1rTER ON Rl♦0 i4 .k01S1) SOLID BLOCKMiG/NANLER BETWEEN I / /` /�/ / �� 14 iql, "+ y� ,I )• t, « �r q�A) JOISTS AND `IIGA10" cal�IECTIew / i / / /% / / /// . I F'`'- . l . r' e." �' ; ' ..�, T I: ` r _ j % / / ,L u (' r Q'''I,� ,'- K¢ , 1 •#`ir.i•.',,, r ► ROOF JOISTS PER P�AN NTH SIMPSON 'II it � / , • 2r '' � I t r ♦ � Mf'• •,•„, � �LUS FACE MOUNT ►tl1N(AR - --- --- SWSCIN C:St6 r )'-O- AT BRACE - /1 ' ~r0 TIE AM NRAQ BEHIND / ' 1 t A* ^ "' ' "4 rL_..._.. l IEDGttiJf) $ / r /� � // �� .1%//� y'• ` . « i,h WN. 3 x 6 lE0(:4Ft WITH (2) ROWS OF -'-•_•.'--------5WP" HUS26 FACE MOUNT ,/, /j/// / �: f/ ,%/%/ u __ S r.A 1� .fir r1 )i 3 ,,..'1 16d AT MIN 12. 0 C HANUR TO BOTTOM OF BEAM `- ` - , y.r• r 11 10 1 '/ / , / f ,i '� ,,. w YTI ► , `y 11 - 3'-D•*0 1 y i e f ~'t. SSI y}�' r fix';'+� •t`1 r r I. FOR ADDITIONAL INFORMAl10N, / ' . / h + J �''�jtr; •fi+ •r , 1 -#, r , "'-'-.�-..-^- SMrIl10N lTT2a w S DIA. TNRU r r / / �f / f T f. '1 t 5/Ir I SEE DE TAIL 1/S4.0. l; % ! / k BOLT ANO LARGE WASHER AT EACH 2 IF BRACE OR SPACER WDOO TENDS // /' w I r r } r�r • ' er . t•;~ ( ) TO SPLIT, USE 1 1 2' MIN. LVL OR AILtIE: % /%/ �' 01 , k; } r 'N ► r;a `� " � � JOIST 24' U.C. / FOR ADDITIONAL INFORMATION, - // / .1 / / /� -lllw ROOF .�. •i [{: t r' M; SEE DiETAIL 2/114. LSL MATERIAL • / '' • !� / CLOR � . ♦, "� . . -• SEL DETAIL 1/34.0. TO FDLLOW UPPER ,'4I r -( 4' U• PIE,I ' h / ROOF SLOPE ' ��` ' . � 1.. -Ir . I ;,1'!., ' i!, u .•-, A _ 1 �I 4N '1•' _. h'� ;.,• rrS M .ld' r I 4 "'j"f r+ r rte. " ( A - ----- k SNOW DRIFT IYPIC'AL r / ;. , ; ,,. .� ,'I W- ) - - - 1 AT PLRIMLYER OF -.- - + -_--_-.. -, _ ` ,q > , O,fi 1 . , 3'I A#AiNG AT BEAM 2 BRACE A 2 TYW. AT ; UPPER ROOF 4' " ' , "al ` _'•t'{ ' 1. IM1 ' v , % , � � T JOIST AND BEAM .� PARAPET BRACE/CRICKET 4•-o Pk S U O N. ��, � },. ti 11 ► .'d•'0 - - - 1 -----�- < . , •.r l - - 4. �+ -/ A.dn9 1 . 1 I `y- - " . , .f • �+� a,,,, iI i C11005.3 CANOPY ( Pd - 25 Pv � 'I :.t` ti ,", , /• FRAMING, TYP , +I I v { .. ' .,'.. ', SEE DETAIL 0/S6.0 I v ACE { /r LO tlr• r , . a Wd l Of T. - __ I 1 . , M r , 1 V . I V r V�, , owu WALL PER PLAN , Q Q/ u v ,- ,� +" '. ~ I't' / BEAM PER PLAN ""' �... -- 1 i � {I It -Inb y } '' + ,� � I • ., . '' JOIST LOADING IA ____ 8 PARAPET_ _ u '� ' , °• ;;.j ,s . -. ,� DIAGRAMS 4._ x ,' ���yI,� �rL rf1 r` " . 0`1 ' • „��.,-- PARAPET BR /CRK3( o 't' � '• ► . "'IT. �` - MARK W MFR JOISTS AXIAL LOAD DETAIN F^ER O['►AIL 10/56 9 $ ' ` ! e• "` • -Cd r(( 11.3 r 0' 7 t/2' (PLF) NO. (TOP CHORD) ► I•,YI ..,.t,�►.. `' t '! r ry �' r A70627t r 4-0" A Q ro , 1. " '' rL• .r f .•; LOCATE T NOTE P-11,2K ' ------- - U u 1� ---_-._- - -. - ,I.. h � ,. I T ' . � ... 'IF*­L M1 .,+ A BOND CEAIII ON PROVIDE SLOPE BEhRIN(: PLATE TO MATCH RIDGE ljllE A GRID D 3'-4' STEP Ni ROOF. TMP. (• . ,• "' ty�' _ (sLDPts Bon+ DIREcnoHs)3' 7' ]• 3' 3' At1M11CNAL lOI/D BEAM ROOF SLOPE (3/6" PER FOOT).. > REIIF AT EMBED LOCATION. r 5'-0' I 0 } Rt, I. ;� %L 40 t11 , : s (3)-11 s1MPspr, MSTN) STRAPS l J 3o1c �'- --'R -� t 9 Ok - _ i ®UI TNG A I !U. . r•, v fT ►' r"+� � 4 11 b AT BEAM TO BEAM 511Y11T (t1 Ok AT WALL) __ Fk" wtiJ� •, el �Y A r,. r,>w A SLOPES VMTHAw CONNECTION %-_ - --- D , jr 11}r{ s ,'+• ' r 4' 'w NOUI4AL 4,PAN s 47' \ _- -_�� % , ^ ` 6' P�ADOInONAL POINT LO T -2. 1 _.] ' .1• )I \ " D DUE 0 WALL far, . , . ,a . . 1 •" ( , \••-1/4" ■ 6' ■ 2'-G' SIDE PLATES S0 AMCANCHciIRAC ApNG _ 0 I r) r ' ' a' ,1' . Ir =� NTH (6)- 3/4' DIA A307 T►NtIJ WC1n.AL) t ;, I f ,?,. �� ,, + I 9 Ok T.O.F.\ (& --- -- - .------- -- - - ' a g,, �- L (`) 200 1 (6 Ok AT WALL) ItIt :e y"• ` r' I . `�: - A NOMINAL SPAN a6'-13" BRACING REOUMIEMENTS rq +' r •��'`Y�+t. �� - % ' 1 PER DETAIL 9/SG.0. BER L'S I41� ''A STC ' ,� r .\ t , a .' ' . . •j J JOIST LOADING DIAGRAM � 4 , ! '• l r(, '`a 1 FOR POINT LOADgdC TO ,, '+1 I r �. WU1. JaSTS, 0" .,I t ". O', • y, r 1.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARC F-R -_ - / /, 6 e' 11 r .1 ' 1 -L !�T SPRIN>[LER 9RANCH LOADS ARE IN THE UNIFORM DEAD LOAD. '� ' '' ' f R +t:• _ /' , +� ,L'(DOA�►4NA t' '1 t. - e , .y.� .tC 1' .f. -1 4' S1Df Pt A 2 3 '4" 1' 3" ' + e�,�" 4„" 1 � ilC1lT£ TES w/ ( )- DIA. +k 2.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD I �01IQUC 6 , �i n - X11 + rT '''r ,,t M. 4 r+} /2 OF .300 FOUNDS LOCATED AT ANY PQIh•' ON TOP CNOR[t. / . - . ." �'�---JN/04 BEARgtG PLATE x BEAM 1 1/2' t 1/2" 3.) i(ASTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD F ----LEPOER PER ,'' ,,i 0", �,S `, . , 4^ I ; ,. -. __ r'/ 1/4` SIDE PLATES OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. a r .� ' DETAIL 7/36.0 ' 'r' • + 1 A',' �*+ I,:' I T v It'' Y• r.. '.'--T.S. COLUMN PER PLAN � WITH (2)- 3/4" 4.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARIMG SEATS. • '„ .1 / , / / (KIDS B h E) I ; I... . k, to r)IA. BOLTS UNLESS NOTED OTHERWISC. AXIAL LOADS ARE ALLOWABLE STRESS VALUES. l 11 / i vj- '" ' E BEAN b.) HAS ONE END SUPPORTED AT WALL. ONE END UW GLU-LAM BEAU 1 s 11 / / .� 1 1 4 r i HAS BOTH ENDS SUPPORTED AT WALL. ' , ' �� 3/4' 9EAR1►t P7 ATE 11 SEE PLANS FOR TYPICAL AM NO IN {' 1" 6.) DIMENSIONS SHOWN ARE NOMINAL SEE PLAN AND DETAILS FOR BEARING I / ' / '' A I,l1lF SECTq[I CIMU REPNF REOt11REMENTs 1 4 CONDITIONS, `, �% /, / 4�­­-----------­ i` T -0 .S. COLUMN PER PLAN I :' �/ / I / r I�7-4•_ 14 ------„•,..•+•.-..••-'---- � --- . 7.) ALL JOIST BEARING DEPTHS TO BE .3 3/4" tM1LFS5 NOTED OTFFERNISE. N i0 / / �'� S " "' 1 a d,) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER. --_ __ -L - 1 4 - , . I A . .. r ,� A ------ F ,.. k 4 AT NT. 9.) JOIST BRACING IS AT DISCRETION OF MA-NOFACTURER. _ , %' ,- :««w .- •-,,r••,,,,•- "� UlrliN 5 BEAM AT INT. CQI.UMN T� 1011 -211 mill . �,, - 1' 1 - �, -1 .dwp 1 . 1 -0 10.) NO NET UPLIFT ON JOIST. 4 4'- r. _. , . .. ' a'' SRIPSON 'LTT2O0' 'C5TA36 AT ' ..,.. e T 0�✓4" ;e-O 1W0 2 s 6 HEADER AND TIM - - --rte. w • I1.) SEE ROOF PLAN FOR ADDITIONAL SNOW DRIFT LOADING REOUIREMENT'S. BASIC AT ?'-O" O.C. rRAMING AT SCUPPEII (TYP. BOTH , TION-DRIFTED SNOW LOADS ARE INCLUDED IN JOIST LOADING. ENDS OF GRID 2) r 10 ,N, { ROOF NAILING SCHEDULE , , 1, ; ., y. r f ,r.: e w<; �' { �,) NAILING » M .. , ,; f 1 . �, . ' . , r �'� ®UiLDiNG A RO01' ' ' _ .• r . r•v4, ZONE PLAN FR MING P _ ,. A y. - �'k,, ,',, ' ALL PANEL EDGES FIELD DESIGNATION 4, w Y t' I#I .; % ' , Toe • 6" O.C. 10d • 12" 0.0 l- .__------_ _ -- T , , .• , I.�' ' ' . T, ' it 1(Dd o 3 I/2 ac. toe • 12 0,C. ; ROOF FRAMING NOTES: ,•� ""`�"°•' NOTES: 1. NAILS TO BE 10A x 0.148 014. COMMON. ? 41", '" _4t4" r ,. li„ .: '; * 1 2. A"i CONTRACTORS GPTION, SHEATHING NEED P/0T K STA00ERED. 1.) DESIGN LOADS: 1.. r�, �` •4N N` qr' T R RC+OF UNE LOAD ,. r (SNOW) 2S P'W + DRIFT 1M•ERE OCCURS (SEE KCIT[2) ' TRIANGLE . •'iOOF DEAD LOAD A t5 PSi ;�t1. 3. STAGGER NAILS SPACED AT 3' O.C.n.C. OR LESS. '�,' F �FAA84'� PR4� ''er .• G h�+ { 1 'e, AT,'i } 1, . ' r MING SPEED a 0O MPH EXP. B „1 M. C ' 7T+•�ti• 4 ;', `I �'.t 1. •a C ZONE 3 �' . % , . nr Ty e " SEI�MJ wrw L S 2.) SNOW DRIFT LOADS ARE. IMUCAIM ON KAN 1 . f; ' . j, { Pd - MAX. SNOW DRIFT LOAD .1 ,r r`• r, � , ,, I 1. • f I ' I 1. WU - WIDTH OF SHAW DRIFT ,i' • I , IL ,•y ' t,I4 '" , , W. FIASIC NON.-DRIFTED %"LOADS ARE INCLUDED IN JOIST LOADING ',. I ''AL' ,.lo -u.^ r1L. D� M•r ' �► i.i 1, �• r tj '' 3.) RWF SHEA;"W TO BE EXPOSURE 1. APA NATO 0' x A° SH An111''G MINNAIM 19/32' v TNI"NESS WITH MINIMLIM INDEX 32/16 (AIA NT STR(1NG AXIS PFRPENDICIR AR TO o y,' ' ' A ,;. ri °,qS e . Y', r i�j►k1,�, n' r S4.108-PURLINS. r + ,k ' y t, II h, ,'" .y. 4.) ROOF NAILING PER ROOF NAILNNG SC11F.DlDIE. • I t • t lIYIt O ezi ` '� ; ► � ,' . f, ,': t r' �) r'r(F1ER tSllB,PAT URI INS TO p Fl t15 TS E PIAN TO BF O.F. II2 3x6 AT 24` O.0 , tMpklr I,ha �� '- /2 24 AT 2 O.C.. TVP1CAL. U OA RAR ow � �t,,, * i�r` I. 1 { i- ' . I'r'' ' i ., e.) IIFSIONATF.S ELEVATt(x: OF TOP OF FFtAINiN(: (BOTTOM O/,Fr�PiYW00O) AA01f SLAB ' '' "' , * ' • t ON (',AAOF-. AT CANOPIES DESK;MATES TOP OF CANOPY CNANNf-1._ , . �• .? i, . � :. r4/"/X= NATE �� 1 '' . R ,, �: . , ; ^ /, 7.) DFVG NATFS ELEVATION OF TOP OR WALL OR TOP OP PARAPFT ABOVE. SLAG ON GRAOF. � s 1. k 1a' t. .'(L• < e: t ' ' C "' 9 Try 1 A+ki I W. 1 e ,.;• C e:tr,y , I c v .'lr .� B MITETIP`OLATF ROOF n . f + ) EIFVA ONS BETwIEEN SPOT ELFVAMlI1S GIVEN. A*I ,r IIi :«+ r I.ti .,'. y. Qi I+rt +' A. w V. KLI ► +' ''b;' 1r , r . A' .i w c ( 1. r. 1i.) 1NIDICATES ROCF LEO ER. 9Ef DEIAIL9 Y 111 �,�, k" , r 1. . 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(rYf•e� SKIN*) t+•� IRD RS r 9 LtN+JAI Si'aO f$ 'Ar :+' C�C b.LMe a) WALL) N�OfMWAt „.if'AN a P �P v 1p 'w -------� `+ f WAI SPICES 01 d'-0" C►C m ' NUMMAL SPAM - Al)'-0' �0, i L: /� � � � � I �GMfi1rYl.� t(rAAi ► � � �T1W t;RLAr i-_..--...-. -.-- '-•.-...•,r._------ _".--,...._ ` "S "tit�..1k.LWa . T•-k"04Ek 0*A4CM LVAD9 ARL IN M LOAD *1„a s. .AGI r OR 11-- _--„ .....���; F ji - - _ FUTURE UREENHOu5E 444) JI)�s O(.A 1D ANY P r CIN l�� Cb LoAA BY DIMERS d + '*14k' 10' 6! f.l3'i1;W—D FOR f0k,: AIAj ZONAL. IrM IRATE!) LOADS :5V PM%ft L ATU- AT ANY PANEL POIN, W tT'-V Ci4ai0. I I \-SEE ARCHITECTURAL DRAWINGS 4 ) A'i'AL L4AI►5r 7jO"411Ir 4RE Tp K IVNVfnftD "OUCH KNIFE PLATEN" i FOR CANOPY REOUIRkwENTS &f :MEIN (iI •*” .h. • 'ALEV,, Ufhff -,. 1C jVt (WrAR, /; -4). Vr+4'GrAVhRAM (�•Ff k:,t:F ftr;tuV+; 1+ (i _ ._ � �l'lll SitR'� VAU ., . . tA'ANO'. 04AY[ Q'Af i MC sI,wPORTCfr' AT WALL PAhEI _ rgKNW*f 4WAW ,:4f. Nt•0fNAL ;/f PLAN AND 9f T411 $ F'Ok ". •J#*',A t_ r. AT I Mt':'h 'LTT20b' AT- 01 IT I �4AINt'i t'gN0111•:My'� r " -.I" ;r. rt t:':, ( i C C. t,t' tIr -io I ` 1 GE KARM, C4PTMa ir GE Lwass NOTES 0,51ERW15E. 'th 't..t a,t• oil � i �•�� , I All (rk fI r 1`, +� Y .,�_ .,^ ;'. �• I ( 4411�:ANri�'A3r'raT tllLt:kC CtNr•,,1 RAANJfAI TI1Rf.k c 2' AC It ,c3 , b t M u '_!AKfvIAIAf,�+N AT t. ',r ,I•.j,: l' E. f•it;T ;i NO�STS err I !• a 31;Atr T1CA/ of .r Su)< -''. t - fi / .titl✓ER iskACNlp} 1., Al ;a -n ��l� Ih; .1Ri N � A r��L: , `,�:y� '`- I o -�-t�,'' j \, ` / t♦ 0407 r�'act , �Af ft►AOt Q S `'- �.,_ .. •,•.•....."«...__. /../x'! .�.• i l� 7t4, �.f:1J.I� :a 7fLr'wa'.�:r�r�.�tr� .{ J�.�� ff./r •`',lr.'�s � •f.�I,i r./ft � J.��':I/�_ " -•s-r• r \ �r�T•^.-►- .► / V ���Nf � IL V'NV i� ili ^ �. T71 IIIFi NF�Ik ( 114*1A 5�M N MIFT LO; LON REO U C, S. 6 St'I I , 'I_ / ar41' I,iI� a►S ,,Il�lr t,?Ab�p Aft� , a E LNG E3+1 r Mf.ItIG[ H G►11 2 5 4 FLAT BLOCKING. .'- •,•,,••• +•..�.... .-_.. ____- .f..._."___ _. FIRST WAU.BAYS OFF Of USE SIMPSON !"' r � 'JCil.'�Y L`v�►I�iNu ul a GRAh1 .� x. �tlr ,1 'Z2' Z CUP, EACH ENO .. ..-- --.......... .. -- ___ �► 14" TJ 65 AT t6" O.C. MART M �A AXiAL WAD (f'I•'J 40 ISIS ,,yam q4 14" TJ/L65 AT 16. O.0 - - .. ..-..._ __ ... �.'__.. ) r i /+r,...�■..... R I �(3) 3 11 6 jw N61MAL PAN •� 50'-d J1 tl` 11101/2* CL L � s1 9• ,1101 a` u 3 3 . 6 r E?Ox Mi TL/1I) 4 1 � .•+w_.._,.. .... gip.. ,r• f � i 1 I ,, �•�' t � � i •1 .1 ..V .. r - • 4' 32` LOW LOW ` i .' ►' 1 �' �'" 1� VINAi .3PAN 411'- .. f I �"i, h BELOW t S' 1 %� !II I r .write...... •"' --- t�M I i t '14 01CUNAL =4 • 4 T-4 6,Ok I NAL'..) Box WI T 1 a 19 7; fr 4 1 ■ 16 1 2 OL 5 1/8` , 10 1; S2LM i,. I 2•. 0k 1111001�) _ ;, ,: t . 1_..,........._ ' G.Ok AT WALLI NOMINAL $PAN 46'-•0" ?'ter IR 6 "All s .L.. 1 !r".:� '.'+� __ •- I I , 1 - W.~ AILING �CH�C�uLC i ' �1N;r►,1irATib 1. �4�,' -� AIRt► Iv�TTtSI GMQAo AW r+Yi SPA 1 I - I ......�.dw A/WII IJr SPJWrM COAGS AIIF: IN HE uwR6Ft►1 OCA LOAD ROOF N u,,,,�M a 1,,..� I NAILING i .r K�I�aI> 10 NE E*V f*If f) ICA AN ADWICONA1, G1NClN Tka Tf C) LUA U ?ONE -" PLS { I OF Y.lt POVWjS VXATIC, AT ANY PCIINT ON TOP Gi1UFRD. 3 �,� x BELOW ALL PANEL EDGES Flf1-D DESIGNATION I " ) ���'' r1JlMIN�S LfA b FOR Aft ADQITI':INAL(^C(NTRATI:O LOAD I I o O► bofT>m cfiat �c rc AN PANEL_ .tN f ' n )� l `? - .-..w•••r-•— I 4 ov'• �.n� �w.,r ,;Ai Y0 at T1114wrRRED T11RWG►N BEARING SE.A►it i .+•' 14 I r+VltS'S NrN1� O1N{AM:c A1ttAi 14x0° Alta ALL71MASU STRESS VALI)l'-E. G Egg/ I IOd O 6' O.C. ,Od O 12" O C I + I I ROOF : ) (s 'U�' ANO 4' HAW& 04 LNO WWt*1L0 AT WALL PANLL. BUILDING >AD� �' II lot O 3 1/2" O.C. lod O i?" O.C• 1 01MENUCNS SWAW ARE ft*ft'K aft n AN AND DETAILS FOR KA1i$ *1a 11I1i11,. "ST 0 /C .S 3p* IoNt.45 NoyfjD BELOW TYP. .r .,.. w. ) K M."= A, 1 f 4 1 I 'l. ~ i I I'I 10d O 2 1/2" O.C. 10d O 12' O.0 E j WC&,CQWVAAT►C#J Sr AT GI",6.RETl0l1 CF VAANRIFACTUAM tT1HER1M5E. yII y 1 « 1 ) f f I , ++ 1V µ i I MS's• `•a - 4- -- Se.t NOTES: 1. NAZIS 0 BE 10d COMMON tY 0.1 M IN. A 9� .KJ191 �A It. Ar `•M!N.RLTKM 00 AIANllrht:!rIRER. r I 2. AT CONTRACTORS OPTION, SHEATHING NEED NOT BE STAG(XRW, �'� N4 041 6"T ')N 4451 d 3. STAGOfR NAILS SPA L I AIL CED AT 0,C. 0R LESS. t . _-- •"--T' -_ - t ( ti pl � � u ,� '� 11,� 6k:! kt:'„O iLAh !;t!A n:1(1♦r�+bllt ".N(JIM pNN t (.{►ri01NG IlktitilRiEMtf:NT'S, fjAftt�. w s•t t'FsirMf ltlr X11 "r I op >< a 1. MIN, 3>< REQUIRED "ENE NAILS ARE SPACED 3~ U C. OR LESS {11 N"0 40*THIS, -.N * I OADy AM V;LUL1kV M1 Ar!OT LOADINCl. ' iT ; I + (OPEN TO ~ m 1� 1 S I; « ._ ..... L_ . .,. _ ___ _ . .... -•— --- ... O(LOW) ♦"� „� 1 t1 BELOW '^ BELOW n 1 5 1 0' x U" OL IACN 9t>S. $ O T1'.rA1. V ►, — ROOF FRAMING N® "' SIr1/PSON ! I / + - - t.) DE SIG'' LOADS: +w 4 _ ' ROOF LINE LOAD (5N ntA .r i}-i L ( ) PLACES BELOW , i f11t� -• 25 PSf + OAKT YkIfRE O(CtMl3 dY9[L NOT[71 1, ` JF l ROOF #AO LOAD - 15 PSF .► N I * Awa ..ci.wrw. 41rr,1■.r� SN lh [ f, t WINO SPEED r 80 rM" EXP B y 1 ' _�- .__! _ .._. . _ _. ._ SEISMIC ZONE •• t w 5 ' , ' 2.) SNOW DRIFT LOADS ARE WD1CA • ♦ I ti$C_.fli It • I N a•' `1 � . J F .Q:.i 'S .:_. + 1 Cit ' I ' , TED ()oll PIAN H � x ; f)ELOW Pd - MAX. SNOW 11RKT LOAD, IM ADDITION TO SNOW LUAi� I SNOW DRIFT tYf' h x 'I+ l Wd - WIDTH OF SNOW DOW I J BASIC NON-DRIFTLD SNOW LOADS ARE INCLUDED IN ANST LOICANK, —..�. 1' ALONG GRID AND ` , - UIktN11F y y 5+:+Nt• i � i ` I / , , ' ' wALI � , t 4 I eV. t+C�A11, "A � " t t / � a� l 1 � " 3.) ROOF SHEATHING FOR BIINi t" 10 BE EXP(YIS11Up>f�[ 1, APA RAW II' r Q �AT1MUf I i ' r, 1 PEWE�MDICVLAR T SUB-PV S. f 9 A, 4 X !l' SWAT141W OPTIOVAt., '. C 1 i ` !I Io v sn BELOW ' SD MINIMUM 19TTTTT 32~ NIC1(WSS RMTt►H MINIMUM x 3?/16 ORIENT sTR AM l,�ri0„ , ; EM ERPENDIC1JUR TO JOISTS. ( ' ) 1 I '� i'f t L.�c�l./nom - ' 4.) ROOF NAILING PER ROOF NAILJN(,- SCHEUUtf �#i1� •� r 14.6fT. , r, 4 _ s 0_ 4` 5.) SUB-PURLINS FOR BLDG C. AT SUR-DIAPHRAGMS (SEE PIAN) 1Y) BE 01' � %�1 • p ' , AT 24 O.C. 0T1fER , stle--Pl1RLINs TO BE J.f � ar6 A z o.c. U,006 2 1 4' , r w. e' c/ �•/ `'t �/'' r // 6.) 44\ DESIGNATLS F_LEVAT10f1 t AMMMUt. � OF OP OF IRAMIIOG (TiDI► (1V ►LYMOOD /I„IA /1KOM70 ~B'. 5 1/B' x 9' 0. ,'i ; AND BOTTOM Of PLYWOOD FOR EUN.DWG 'G AWW nAN 011 ORAK, AT 1 i \.? f-r► R `.A l . CANOPIF3 DESIONNATES TOP OF CANOPY CHANNEL. MWY WTW. AW"IEC"AL. = i f x^x. f ie A fwV, �� 4 7.) TZSW DESIGNATES CLEVATiON OF TOP OF WALL I)R TOP OF p*AAi4T ASM 1KM T R " " ' " - oN GWAOE. REM13OLD PROPERTIES. LLC , VERIFY MTN AROOTI:CIURAL BELOW S.) MTERP(LATE ROCNr ELEVATi0N5 BfTUE'EIN SPOT f.Lfw.:IION! QI1EN. t a'j +' / I v'/ _ •... _� _. __ ' /I �'I It BELOW 9.) -------- INDICATES ROOF I.F_D(T'R SFE DE rAkS ON PLAN _ ' 14 i 1 ! ✓h / - _ -- �� !';'� � ` 10.) -- INWATES COMER HLOCKING. 3Er IMTAIL 21",o 1 � ., r � / ,• ,- � ,td• � � � � .. BELOW x p_, ,t.) D.S. - If+oicATEs Loca►TioN or ol)wa9lrouT sQow. PORTLAND, UFtEC�f�M m ® n BOX J / ! ► __ ._._ f' � - -- Q BUILDING "E1" �, 12.) .�... INDICATES ENTRY HEADER ru f4�a.1. ;''u , r1 13.) IiDICATES nJLL HMT "EADD WPiORT. XX peCAWS WW" Q M 9TIIDA, MOO , '' I k,-,_, .j•. , IOplt,»,,N,,IN� Avon" Ift am _- �;i i \ Y\ " \, ',� BELOW BELOW Mrisrrt„r' ' 06 1r. y .1. .J >t.... � -. _ 1'.. • ' •M. i1 Nr. 1' 777.�.1M. ! I ,f - - - / I _.t/ C.yr•'r+r ' �„ \ , �, 1S' 4 { �• L 1I"1JG+" �r:'e''il'. . _ " w _5 1 R' i\ f _ 1 ' Ii;kA 1�2 _• t.�^ �I i ��! - ci6.U,/ 4 -6" R + ,I. w e jT�il..!/ f A � � Irl( , 44— )69610 ,0. Q... �L +� t � r"e t " A n �'// - -1M _"10 ,: 1l9 ii+llYp6 yfi►Kpp; 1 �c'}'.F" �/ 4� a y ��yy �"�► 1 � �� .` A BUI G "®" ROOF FRAIr00N P �-�vl � _.. 2n-rs '�`•-Or I - '- Ir' FRAM `1 0� INr_ _ _ _. ,ice}�-s• j(�' �i WIEET 1155,I MOW V ADS IRA9� � A .,' NOTC �[ FDR fRdw• PLAN N c 004w ROP. 1 w mb r .1 .. _. .,w.s ..■ ..... M• 1 ,1', 72f0 SW Dartmouth T200 -o ..m++n. «...w ,�•.w,•,... Rol wimpw r +wiM•�M. ,w...G..+,�r ,W9M�s t L vI A r y !* ,r ,�/ It' '+" r OUP2000-00102 of 4412000"ttt1007 7 • r _ _ .AMiRaI.w1+m•F,..4w. �AM w• ...Ar++Wlri....�rrwr...1..Wra...^W.�" .... d:.......t,t k, . Ma�+.IdpluMa+�..► el.+,.-,+.rll+�.."+�•«.�.r:•,..4'...v MesA•.••.�Y-7rr.•srl'vy30 A I r 10 t2 4 16 � I 111 I , Uf►NI���NNIIIIIIIIIII�III!III IIIIIII��IIIIII !Illilt�llll�ll IIIIIIIIIIIII ++I i I I III,lIIIIIIIIlII.I Illiilllllllll IIi!lililllllii Illlllllllill I I ( I I l 10 _ __ I illllllililllll illilllllllllll Ilillllllllllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII (r��lnirinnhA��nnbTfilnnhlT1�mrhlir�lmb��rmbi:rin►rhRlFilr►►rb n u► I it I I ladt t ulN nrdr5 wdt t t+tJr a uuh t mdl r nnhr I I nh i Ru(iRf�Dolt a illi!!I Inrrl n Flub r mtil n uldr n Inrh a nrdrrtt r, r r urh r null t nnlrr t tolls ' � � ) r�`I,N �I � !�l �'I �i �! �i� dl i �ti �I �I fil �I f( Pi '4I�i1 .. •,.a I. • _ ,5'••tMIWi,....�'..Mgi Ka•,a,.. ,.: ...,wy.....,Dery ..u.,tW .a2_ ' .• i A ^'K, -' ��.. .�', h �� '�'„" .�... 'hl'" � .�.,'� f 'Tr+r ,,_ .� .I ?- -,' _' .. 'Y j sS-3• �..' ti, `;"10 .��.' .�'►.; , -,� GILDER LOADING DIAGRAMS ..« 1lJ1tAd• LOO rT'1r1PE) (KIPS) (IN.) ��� :� 1TOP 16 K 36 ...y.... 60 Ok i ! 9 EQUAL WACES Al ar-0. O G. 6.Ok AT rMN,L) NOMINAL SPAN r 31!1'--6' 2P 2 P I I © 16 K 3<i rr.. r. ...r.. . ..a I S EOUAL SPANS AT a' 0. O.C_ ` NOMINAL SPAN + 40'-•D' tiQ.�ES. ,Y� jl Il 1.) CC)NGYtJrTRATEt3 sTOP AND BOTTOM CHORD Aft Ailm 5PTtINKLi7P BRANCH 40AGB ARE Tl1E222 im t taAli. 1 2 3 11 2.) GIRDERS TO BE DESIGNED FOR AN ApO111ONAl t�ONCE1rLTRATED LVAD ,t OF 600 POUNDS LOCATED AT ANY POINT' ON 101P CHORD. Lle'-6' E •:kEtFtH�:••`,i 3.) GIRDERS TO BE DESIGNED FOR 11N0 ADDITIONAL CONCENTRATED LOADS _O. 39'-4' {'r ' ' ' OF 300 POUNDS LOCATED AT ANY PANEL. POINT OF BOTTOM CHORD. ___. - -- 4.) AXIAL• LOADS SHOWN ARE. TO 6E TRANSFERRiD IHROL04 KNIFE PL.AAS KTWEEN TOP CHORUS UNLESS OTHERWISE NOTED (SEE DETAIL -/S-4). SEE Ak+'MITi; 'u1tAs GKA,w►;'.�. AXIAL LOADS ANE AU.OWA&E STRESS VALUES. SU8-DIAPHIIAM (SEE ROOF FRAMING NOTE S) :�-) LAND �MAVF ONE EW SUPPORTED AT WAU. PANEL- (ZONE NI)~ 6) DIMENSIONS SHOMM ARE NOMINAL. SEE PLAN AND DETAILS FOR I SEARING CONDITIONS, SIMPSON 'LT"#206' AT 7.) ALL GIRDER BLEARING DEPTHS TO BE 6- UNLESS NOTED OTHERIMSE. 41t7Yrt It1 2'-0' O.C. 'f1IP. BOTH SIDES I I� a) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTI)RER. PSON 'L,STA36' AT 9) GIRDER BRACING IS AT DISCRETION OF MANUFACTURER. 'LSFA36' Af 2'-0" O.C. ACROSS Y- C. ACOM FIRST 3 JOISTS THIS r'• /17 ,IOt'!1s TMS (EAST) SIDE 10.) w0 NET UPLIFT FARCES ON GIRL�EIA /sw, sir }ii--7. 1 1 -11 ' . ��-- -F-- 1� 11.) >EF. ROOF PLAN FOR ADDITIONAL SNOW DRIE T LOADING FtEUU111tEkfENFS. taASSC' IDF] NON-DRIFT►1NG SNOW LOADS AREINCLU CiftR LOADING. -r % FI •T �'�K,h�, JOIST LQADINC DIAGRAMS 'l:' l re's EA:.+i Fhf, MARK ( LF) NO JOISTS (AXIAL LOAD) • /� 'f / ,\ r TOP CNOAD /. / f 1 pi- f `/ /!, // /� // I !I j ! l!) f Y r. •� O 32L P1 � ,AT WALL) /� J r: / / �� ` / // k I/ f I �- � ! Y• Ir NOMINAL, SPAN r •/ J//' / Jl ' �`' •ti,'�,. tri i r 1' f '•' ...-..-.. -- , /{/, / L_ 1%r i ,� I' t'r•' i li I L a J?LM 11.Ok / ! �j ! I 1 I :_..r. / / / I 14•• •ft`t�.rV f i:';n I 3 � NOMINAL SPAN � 48'-11� _ 1 1 32l_M �_ ,.....>., . ... � O.Ok IA TT' WALL) NOMINAL SPAN � X tT.-4. Jt > 7 I r f_ f' . . / r' O 3 LLH yr.+u.......rrr ...r ..r.++��p ('o.m IA( 6sw // `y/// ♦/ .� _....�.+ _ _ ' 1 .4 7` WW NOMINAL. SPAN .. 4b._0" ol ir NOYLL p�/� e 1.) CONCENTRATED LOADS T(W ANL 10TTC:M C�40RD AK F(�W . . 36 G SN 1 .OK `:.,3.t.• �Z'✓O NAILING SCHEDULE SPRINKLER NRAAKyi i.0AD5 ARL IN RA i 2.) JOISTS To 8E DESIGNED FOR AN ADDITIONAL COIiCE.NTRATf.� LOAD 4 f I •1 dr OF X70 POUNDS LOCATED AT AI4Y POINT ON TOP CHOW \ '1PL AN I '� i 1011[ OEiCiNATKJN 3.} JOISTS TO FIE DESIGNED FOR AN AO(>1TIONAt CONC.E:N'11tATE:O LOAD ALL. 9,11111111111111 tdi�O $ FI(LD OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. I 4 ) AXIAL LOADS SHOWN ARF. TO Elf. TRANSTERRED TMROUQH IWAAPNG SEATS. u I _.. _ -11 UNLESS NOTED OTHERWISE AXIAL LOADS ARE ALLOWABLE STRESS VALUES. w w t . �. ,, t T01 i b" t�Ic 1 p 12'r b C �D.Q �• BUILDING G N' � �•, -- - • ;..:'�•', � ) t 3 AND 4 HAVE ONE END !SUtpPfJKTEG AT WAIL T'ANE:I_. ~� 6 ) DiMEN90NS SHOWN ARE iP4 WINAL. SFE Pt_AN AND CFTAILS VOR IIEAPtNG 140 r 9 Ir t•!'rw .Ii FY 1)C, l - CON(ATIONS. r I; .7 7 ) ALL J(4-0 BEARING DEPT14S TO BE S 3/4' UNLESS NOM) OTtri£Rt14SE'. __•_.__.. .. _ -. ... _ ...i tq f I.k l yt• �j �� c ' ` '.�' �. -) Nt 9(14 • ? t/1' ��+C /(m • 12" O.G. Lr.SkyL � ]G:rt:.aG.]O e) WEB 1;0*IFIC1lIRAT10N 1, AT DISCRETION OF MANUFACTUTi►MI. r t� 1, _ •- , ,➢.) JOIST BRACING IS AT DIS7RETION OF MANUFACTURER. / y 0 c' w L / - 10. NO NET UPLIFT ON JOIST. ,! .-r-", Z .r a3wntACYuBs rl> 911tA/1+LMa R Fwt Br stAcicw[o. ) / '3 $1411440 NA" V'A"D A1T r 0C. 04 LESS 11 ) SEE RO-N PLAN FOR ADDITIONAL 3mm DRIFT LOADIM'C REClI 1,WE'I/LINTS SAW NOW-DRIFTING SNOW LOADS ARE **AM= IN JA51 LAUDING. �,! ��, 4 IMw b IK�Iwo 4Mdm MAZE! AAE !LACED t 0 C OR LESS. am O.TrT /rK� ,«r 9Et IJW) ;- -4 PERMIT ® i ,� "`�' 1 As/ itw t.v'�, I' iI i ,+�.. f E R M I i S 611Al1Cb111 .1R'$. 0 04 FRAMING NOTES: .'J •\ � E .. .. .. .. ». .. ��liluww.rre.u.r. r rr ruww.raw.wrr...r...- .....-w.. w.-r+..r-. a .w. 1 _ t .. �( ' �. 1 I t►T" / 7 / Al yW LAW h� (' oyo) • •2J• P9F + D*W r *;ERE CK(mRS ('.,'EE NOTT2). \ \ J 1 0. r r f.'� L ;1 1.4 N • .. $WJ!,f K� (-6*r r ig P1/ \ pF 44 G '.:1�1 1 .OK / WPO �l18b t10 IYN`9/ F ' It ali�6MAl! XIAAK + S Cj - ,; k• _ ' '' • r 1) '811K/M1'Q*I'T d(k1TAY.lP AAA' IFIIpIf,A NO 04 PLAN 14 N "� � •' 1�,r .. rnAx. �wr,►w awv r t�wrl�. w AOc�/T�oF+ ra �Iwns LOAD. wwoo ow OWN DOW I CDI.1 >►P1� `' i" I ''" 4 Y. f14r$it! WO- 1Lit)M' :dkdS AM IOMCLUXI) 01 dCN3T LOADING WKX 3�/1ft OIhENT STRONL, A)nS f.' / / , / }. _ .,.�. I 1 ' t '^ ' Itl(►KJ>< t*KA /IIA C iT$ /E CXP ; 14 ARSAifEATHIN4T /T4FIIPIf, Owltoiff hwowa ►>lwcvvwU !{ 1I>�II"wRa ITR N fi " � Akft lt+'+ IFl4 *(jfW NA6AM6 =,04DUtI FAX � r// Ulil r 14 . /. AiI Yr rJ 4 7/ b) SHIM A6MAA►C /0114 C AT �-OIA"AGMS (SEE PLAN) TO BE D1 /2 3■b AE 91' 16'"" %AW_ft*j" TO K O Y 02 2■0 AT 74' O.C.. AL. U.O.N. f �, �nu.n+er . ' VA�M01r 0/ TOP C7I /tAAMIPIO (TOP � PLYWOOD FOR Ol16AMG '1!', 4 @ �OF1eRllad PIrIItTO[► FOR 6UK GAN3 C 00 'SLAB ON GRADE. AT 1 � � /`"'� , ` 1.J / / b a� �y i• _. . _ __ _.,.. .__- .'r tAA�Ks t8[�AlAili41t1 1�P t)/ I;AFfOI f W/4 11[L. KcRtFY YNTH All"ITEC1l m. �"" ✓ b I 'T RIANG T OF PAF WI A110A SLAS __.. _ ....---- /• r ~ / /,_ _ / X - - ' r_.ii � ' a�ip v�0ff WFM(V CW t,R (m REMBOLD PROPERTIES, LL01. Wg~ff ftV WvAfl(WA NITrIM APOT EI I VATI(1N S GIVEN ..,..., ,Ants aanr Lt�ea � ocTM>s ON SAN ., � ocTA,L 2/W.O. � _ ,•�'', ,/� � / �r, �; •/ /' - ; to j 04 �- twalcA�rs �o�tnt*ort, a oolRlrsan tiR1(7IF. PORTLAND, OREGQNLL • r t, .L.....,.ffa• I o"I" LiI11" tMt/10iLlf m 141".1. � IMb A1[s 11{KL If>YMOIf1 w4m >1LIP►ORT, XX NAICAIES NU11rER OF 2X6 STUDS. MIN •""o N11/A1Nr+N��AIl1IrN ti � Ao,r�lr w4.v OA IS row. U 11w t tIE/•;IR (D W mcr_ -. ©.f. VOW to-w-01 BUILD1140 ILL FRAMII� TEAL of A ROOF FRAL411* O 0"Ift a/�. FOR AI)OITIMAL ONFORMMIIN ' ROW in ww 9"ON st4o 14 ,r ,soar Mom PLML • PLAN 1 . ,.• < ap►-4' IS'-!!' file"OP . '. • � . rr.r+f.rr .,._...,,-._ �'"Y Mw111M1 r (�'lil1�� 4♦r � J vy, y1 .. 1 ,. r.. _ •1 t}7,• , '+ ', ' r,,d �s. r' .3 ��l( �rw ,� . jm I. t �w , �j° I�.}:1 n 7298 SW UMmouth Str $ x+J,!l / ,►r . r , f rl � �t 40 of 44 i P rN e RUP2000-00?02,SIT20df10000T t i �� vw QQ• c •�'� : :'. a �' - - ' 'i." t-%.t4t' y ..•Mi:•,'XI .•'F, i/`�!., rr. e� d' }••,fi�r1' I - . } .. 1 .. ,;. .. .�• 1 �, r M', rtlR'•P2N1C,1119P•.:�xgARfr ".1y!�C r 7� a,- i ti• , • i 1 n 6 10 17 14 F, 30X '' ' I 1 I ll I I 111111i�'illil 1lilil . 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WALL SHEA b Mr - PcA PLAN m" _ _ = f At LEDi1tR - PER PUN TIOIG DLOC 06G iCfFitaltAl - — PER RAN AIS WV to '+ /2' DIA x2 1/2' LAG � . \ - - SCREWS 12' O.C. MW-1 3/4'rls` LVR r PRE DRILL Llr4 A5 W/ OL(3)- 66 GER NAI WE A�.1 r. 1►•1 !W1 -_11 11.��4f MV1• W/ (3)- 160 NAILS AT s'MI►S td:l,Idh � �—WIS,L lMIEA1MNG i100R JOIST - - � NECESSARY TJ JOIST EACH 2■ SMD. AT 00 fLA1I PQ PLm - - iLp1p111 ATI161 - PER PLAN SPLICE, LOU Siw1 u* P=A• r 'MSTA3oW GETTING vtx ---- rrS+ �,AIM[rElt f DIA 4 T Jr LAG HANGER PER JOIST----____J WALL SNEATHiiif, r r ARCINTECllikAa F[t Ac"T r>R it O.0 MANUFACTURER PER PIAN 'P � O�tL LON4 AS RZt71�fiN► ' OE1� 2 LEDGER AT CMU WALL 3 .JOIST AT CMU MI 4 JOISTS AT LEDGER � . _ _34i4 ir _ HEADER DETAIL , (2)- 2■ TON PLATE X 6 PARAPET WALL Si1�SON 'LSTAO' / AT EACH JOIST Lw LEDGE s s .• PER 4/SR.1 - - -. 12'-3" — - ----- - SNEARwALL. SMATNIWG PER SClIEDLILC , 1' EO Eo. EV _ E T• MID $10104 PCP.' ARC". 2 •^�" SWATHING AND - - NAILING PER SHEAR ROOF SIEATNNG / TS4r2 ■ 1/4 Y wAa. SWI ...-- P R P1JW �JN -STA/2" [RCN 11 / !FULL w+o rHs 4 HaRIZ (S) PLACES � . .YTT -TS Y Hd11Y ,�RMll3 r 11IRil ICO+rt I , lay a,: r♦In� S111IKoON •LSIA9' F,I JOIST PER PLAN AT EACH JMT - / 2a AT 11" U r. - 01/ ol �n. eeS I GL INLAY ROOF SHEA/HNG " , (1� 2r 1'lA T&--ON EOc:E - - __-_ ---~ 2a PER 'y, 00 O-LAM PER PIAN -v^ ► M -- .. __ 2r SIUO WALL �■.n�,r t'•Y w y ���,++AN Y� 3 HANGER PER JOIST , KR RAN S111PlPjp `RPrg r MANUFAC Ti1R[R ♦ l '►r. �. °M11 POraT71 CII S TOII'EFROMT OPENING A 2r PLATE rM TN led ' ♦ 9t[ ARCH n 4 w 4 "011111 r ]11 Wg11d A111 .�`.. A T •' O.C ' i _ IF PT 4 ■ , VEIL r OW WE OF (1 2r, `� GL KAM PER PLAN — R 4 ■ 2 vElrr wTH 2w 4w �' hr• dR (4;-- 2w b r j/� / ,�' '�; �'/ �// /�//�/!�i �/ i/ . / / MATCH N[r TN i OF 1/2' DIA A-307 TIM _._ b rRR1 SYPMJATn4G DI �/ �/ �i TS 4 ■ 2 Vk'RT *STALL BOLTS. WIN HIAYr WA94M 2 r A EACH SmC 16d AT M VERT, !d' O.C. MAX. =W �M YI11A>'SOM► -TS 4 r 2 r I/1 TS 4 r "l r I/4 AT 0' 0 C STAI)G!.'�D I ILL' PAT CAP 1 FULL WLOTN SOITt.IM VERT (1) PLACES (1) • FROM TOP Alp GovI�ll It 1 AT TOP AND BOTTOM, *STALL AS m-_� MWL SY+(IITMIIK A151 91n(59MI1 Fbll ;:l•Jn'Y �11QQ�� VE NAIL NUTT SEE ARCH FOR INTT02 rADJAC>ENT 2 r 6DRIl.I J FURTHER INiORMATION HEK111T WITH (3) 11Od PER PLAN `���� WAILS. EACH 2m, HANGER PEk JOIST- MANL11'AC TUBER A 'E 7 JOISTS AT ROOF' STEP 8 AT IIY OPENING 9 CANOPY AT ENTRANCE 1 6 0 CANOPY RETAIL - A'W 4 1 _p 6 A r.dwp 1 2 - 1 - ROOF W)IAWARY NMLft, + !1 ApOF pIAvIlwrMcAi .. - BK.AfIMYG - M(kl! prAiMNAGM �! / ' s r5 4 . 2 vEftT f MAN IIW ,(M F I 1 WAl I ■I5 2r SLA IS AT 14' 0 C MM r-wAl_LAOAR7 PER hRCN \ PER ARCH / % -MIN 5/A. THICK WiTN GNOME" bd GOOIER OR wA►LBOARIi. �. 1 Ai I w Y r�l{JR1"•-- / r , �� NAILS, O C MAY ` TSsr2AWT _ •''-• (4) 2r6 NEApER NAILED USE 2■ BIOCkMG At +1 (j) 7M TOGETHER AS SIiOWN WALLDO^RD FOGES 4 • 4 W)OZ ' r' T[IP R -- SH E WAILING USE 1C NAILS. O 0 L � PERMIT SET `d EDO[ NMIING MAX. CONNECT TO FULI- ^r r r NEWHT 2m VERTICALS SENT ANGLE CLIP WITH (6) Tea NAILS IWN -" ATTR w" m >�0 3' w 3' r 1/e' ■ 2' -- 11(Xlf ICII,r ' TOP OF ENIRY/OPENING WITH 00� r 2' SELF PER PIAN �Iwwo >Mwaurwllw TrP ' TAPPIi1G DRYWALL ��-.__ '-... .._ _-....«. r/��� 3/16 SCREW AT EAC+♦ T ; SEE ARCM-����T. SET TS 4 r 2 VERT. / *' IMAILL PER -V` NOTE. USE (4) 2r HEADER / - '9101 :A4 WPALL SIIEA TiANG U ON ON PLAN r 1Ir10 NAQ1N(, r V uK Ierr /R w ow-aw /012 SLAT SUPPORT DETAILvol13 S"EARNIALL AT ROOF' 14 BOX HEADER DETAIL 6. - 7,77-7 6 1-1 a dog •Ie.q-. . TIGA. RD TRIANGLE RFM801_D PROPERTIES. LLC', PORTLAND. OREGON PLD N O pr11K MOON" M � 1 . owr,Ihow ,y �M I A tlrld�� 1rIIR• ' r• ' BUILDING t°B"" f ROOF FP*4 AINO • DETAILS ear a►-31a-oi 4,r111..�.. s e,a WWI � 1 ^f 72fb ariY Oa11r,n,All!t +,' i •6 ` y�!' • „` ; �,r,` • s "UP2Iloo-007a,slTlluRllr► :� rPt` r ALT .T ti ; t 42 d UI .'..,�, 1 •{;`�. .. - , -a :. ,' ,�1., .+ ,r/• '� ,Y i7•. 4.. �i �"� '. Jam.[• t.. R ... ._._.rr- - ,: _r.. --:xs'.��grxArs-:ratar.Inptza rt-.. _- _ .. . • " • �!. . r•'• 4 er ',"C' y,�+th• 'i�� ' Iliilllllllllll Illllllllll!III IIIIIIIIIIIIIII IIII I VIII IIIIIIIII II ' I � � I I IIII I I IIIIiITl.11llllllll Ia��,�Jtlf�d9Al� ffillllllllllll � 1 IIIII,IIIIIIIII IIIIIIII�I IIII IIIIIIIIIIIIIIIIIIIIIII�lllllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIII!IIIII rn.�nn nn I lf)Ilro Ilydr n nnu I null n uuh I nuh n Inan do u1dI♦1/ �0 �I I � TI �I �) yl �I 41 t'I ZI T;I it S r • •' WWII � rnh r ulrnul nulr I noli�fl unh n nnhl r nnh n nnh I lushTn null a Iurhul nnlun I I I mdnn null a nI1611 nnlni. _ .... .. ..... w_....,-....«_ .. .. T'p� ..-1f.._ - _.. -AI®+�rw.'.w a�..ti. _.s..u.-._r.,•..ar+:f....,.•,..r,.,.�...,.,..,... . ,.a+�y.r.•.�... �. - _S^-.. ... , .a,+h,,,,_ .. .r. .. .y PRCNDE CONTrNLitrUC OOuMJ: 10" KAY fMAI 110�N�1AL . PEE.' COURSE AT ALL LEDCJMS Aio JWT US" W SOND REAMS AS REQW0 AT ft~ WW SM + M01[ Z c r1r 7 > z 'rT1 I. I rIT-', 7 T ! w t t . . r .t i 7 7AWL, -� TV. r I I r : . • -r r TVKAL WALL MLATIN TYPICAL. REINF'ktpNG TYPICAL PILASTER At BOTTOM OF LINTEL REINFORCING 1 BUILDING "A" - WEST VA110N iWME C MTw1 KUS DOUM R+OM1f REAM SM O- /4 HORIZONTAL PEA CO AM Al ALL LEb10EAf AND JWI LAIKt1 .00AVICMS LAP ROW KAY$ Al MII•L UM0 A/ SOW ABO/ CC VTk*S F E D C B A SEE NOTE 2 L=--� (1)-- /S VERT EA, SIDE OF SCUPPER —" OPENINGS EXTEND 2-0" BEYOND OPEN%G. (2)- f4 HORIZ. TOP AND BOTTOM Of + f SCUPPER OPENINGS. EXTEND 2'-0' t--- - j 9EYOND OPENING. . r t' T 1lA%ftRY WA;L REINFORCING NOTES rT Q - DESIGNATES TYPICAL WALL REINFORCING SEE CMU TJ t 171 1 r r` �! Ct __`-y: MULL AUD REINFORCING SCHE-..DULE TIT I r.r.r t i1. ' I. SEE (;MU WAIL REINFORCEMENT 5CNEOULE 'MASONRY NOTES' p, f14 rnTL I r' 1�1V,7797l 7,, T 0 FOR TYPICAL. REINFORCING KWIREMEWTS. 2. STOP TYPICAL BOND BEAM REINFORCING AT MASONRY CONTROL a.. rl r - JOINTS EXCEPT FOR BOND BEAMS AT ROOF AND AT BOTTOM OF LINTELS. 3. SEE REST ELEVATION FOR TYPICAL ROWORCING. I 2 BUILDING "A" - EAST ELEVA?10N PERMIT SES" arae. ,soolsa PROVNOE CONTINUOUS DWDLE DOW BEAM 1MTH (Z)- $4 NOIMZOMtAL PER COURSE AT AIJ LEDGERS AND JOIST EMBED LOCATIONS. LAP PIIOMOC CONTINUOUS DCUKE BOND BEAM MITN (2)- /4 RMWONTAL IOND BEAMS AS RE:CUIRED AT SLOPING ROOF CONDITIONS. PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS. LAP RONO REAMS AS REQUIRED AT SLOPING ROOF' CONDITIONS, Q 2 3 2 . « aR SEE NOTE 2 - ZA ------ VL►I COawe�� _ 9E[ NOTE 2 T f, T.t 1 l _ . t1 t T 7 r ft- T T r r,r ___ r pas we r 1 r r ! T r r_ _ r`T r._T T r r , t i T r .T T r Ir I r 7 `t TIGARD 4 itr� T i `�- �` f� lANt.� 'r.:.L �..I.a i_:' `` REMBOLD PROPEirTIES, LLC 'ts 4 - t _ ii T . . � T". ir ft r PORTLAND. OREGON r s rtr• AMIIRIA y. MOS aEVUm.w , *AM assawnw. Y 1 BUILDING "A" - SOUTH ELEVATION,�„� 4 G "A" - NORTH ELEVATION FA ewer rfmf IMASONRY WALL . ELEVATION#' ' BUILDING A°" . •{ ' {, r r i . a tIMRf A/I . S -0- 7 . 0 . 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QCT IAP POND AMS A5 REQUIREp AT SLOPING ROOF CONDITIONS PROP" CONTINUOUS OOUSLE GOND BEAM WITH (2)-N HORIZONTAL PER COURSE AT ALL LED(US AND joW UWIr L RM .,, LAIP 601►0 TEAMS AS REGU+RED AT SLOPING ROOF CO1101Ti0NS. ZA i A 2 3 4 , 4 • . 2 i NOTE 2 #5 %Utt WN WAY Or 60010th GS Ei�T�ilo 2'-0' O yes olvalo, r •.',. 1�Rt R E'ENWI_ M r 2i )� r4 IIORt=. 'fOP A#0 SOTTO1 1 2 :1 I- '9QlPElR OhEHIN(:fi. "?m0 M ' -y-••• Ja. OPENMrG. 1: T _ J 1 r r TZ I T _ T r T L. T ..•. yc 1.s. T i Lr LI-L, i i 1 T_ _ L L : - r. T is4i e , L 1 T , Z L S 1 Y T J LT I I r T t T l T I r 1 II LT J 'T M. OF 3 I - 1 , ri r TJ 1 �j�. 1' J I T T, C . 1 J 1 ( y-, r �'1.5•, Tj /1T , - T Q I - i "f T li 1 -.L .r 1 SEE PLAN FOR TRASH y 1 1, T I r' I r_ ENCLORM WADS AND , 7 , T. f r J. T. . i I FOOTINGS j r r r• T I I ,;. 1M'`e1 TYPICAL PILASTER TYPICAL WALLiUNTEI •,1, REINFORCING R ORCING FOR FRONT Q � Qw (GRIDS 0 AND E) ._ REINFORCE FOR 'FUTi1RE' OPENINGS i BUI TNG "C" SOUTH ELEVATION 2 I " — . .• ,s SI-01 dwg 1/8 1 -0BUILDING C NORTH ELEVATION , 7 • r PROVIDE CONTINUOUS DOUBLi_ BOND BEAM IMTH (2)-/4 HORIZONTAL PER COURSE AT ALL LEDGERS AND JOIST EIABEO LOCATIONS. LAP BOND BEAMS AS REQUIRED AT SLOPMIC ROOF CONDITIONS , SEE ROTE 2 A D C �j . • �•fir.• 0 ; i I. •Z. .. TT- ,T-J _T 1. 1 f. 1 T 'C ,I _T _: ! I,I I _1;i 'I I r ( J' I 1 T I.1 t T 47 f r r '. r r _r ;r,. T r TT T 7 LL1. I . . 1. . > s.r T C" C 1?T rr ,r . ;r`t l i 'Y r, L { ' ' MASONRY_ Al I REIMFORCNG j�TES AND LG�ND A - DESIGNATES TYPICAL WALL REINFORCING. SEE CI.IU S :L 1 I I r .r T T I 1�T ST]".T l Ll' 11 J 7 I. J I II ISI: . `C T 3 J TI_ 1 I L. .0 T J fI 1 a J I C.1. t�I r._.J .1'] r 1,.1 L 1 1 Z rT,1I I WALL AND REINFORCING SCHEDULE r 7 I 1 , T- 7 . r _r _a- T T r`r 1. SEE CMU WALL REINFORCEMENT SCHEDULE "MASONRY NOTT:S* 1 J T I :,~ FOR TYPICAL REINiORCING REOUIREWENrS. T. -. T _ I 4 2 STOP TYPICAL BOND BEAM REINFORCING AT MASONRY CONTROL ' ' T T JOINTS EXCEPT FOR BOND !FANS AT ROOF AND AT BOTTOM OF r _ _ �• ;� LINTELS. r T 3. SEE WEST ELEVATION FOR TYPICAL REINFORCING. r T l i T r T. . I T. T 1 1 T� _ r x _ . -MtCK OM+DER PILASTER 6 yglr TYPICAL WALL/LIN/EL REM K FOR SOE AND BAC( WALLS (CR>IOR „ T, 4. AND A) PERMIT SET 3 BUILDING "C" WEST ELEVATION91 8. 14"rq 178- - 1—0 r_.........�� u ,.,,,,... >7 r PROVIDE CONTINUOUS DOUBLE BOND BEAM WITH (2)-#4 HORIZONTAL PER COURSE AT ALL LEDGERS AND JOIST EMBED LOCATIONS. LAP BOND BEAMS AS REQUIRED Al 5LOPING ROOF CONDITIONS C B A �W C onmm qy� �xa Nttr cwt/r�atil� " IAIE�1p SEE NOTE 2—\ T' 1�7_I I TIGARD � �� rI IT TRIANGLE 1.4 RF M®OLD PROPERYIES, ILC' �. i r r I T TT I ( t _ . 7 I i 7 r _ II I ' —S _____ �.___ __., �.�.�_ _ PORTLAND. OREGON r j r .i . . TT) T - T r. Tr 2'_i I I r I,•r Ir; T I PILOT MA . 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