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15995 SW 74TH AVENUE Y„ i and Construction Services n 90?5 S.W. Center Street P.U. Hok :'x '84 ?Igord, Oregon 9123 PROJECT DATA Phone: (503) 620 i AX. (503) 684--4i SITE ADDRF_.55 16055 5W 14T14 5TFPZET TI��ARD OREGON 912 4 `��Q P11 TAX MAP'LCT NO. : 25 1 13AB P.OG;' ��� �� 11,135 r✓ 1 CCMPRENE'r 15I VE PLAN L IG WT INDUSTRIAL 11-L) OREGON DESIGNATIONv �Gl Y 17 ,e6� �MFs R. N,GOti ZCNING DESIGNATION: PLANNED INDU5TRIAL ( I-P) i EXPIRES. 12.31.96 TKiAFn DOWA ROAD , • r W s p t W - .- TAX MA-NO - Ater -PwoPoeeD AUILDRG SITE Twc LOT. %M _ = V%4rAM MOAD -•• -- EX16TNG JAGGO.MC outLO •NG -- - - - -`_ DURHAM PERMIT ISSUE -=. . - �E S: _ - - -- - VK.2VITY MAP *COS 6W 14th AVE TrAAAD OR V2.4 -_- - `__-�r_ 71 _ss -,�. �. -�.=_ �. L f es_ _ _ ma -- - -- •..- -' '1 _ �- tel_ - -- - ^_- - - - --c � � •x� 7 i- - -- _; - -- w ._ -- �.J ' �' � - - - _- '_.---•-^'-"lam - - -- - _._ - -F V��- - rr f .. _ _ - . - •. - ._.. - _ __- Lr - III _ _ - _ _ FF 1 - I � PROJECT, _ - s Y - _ ------ _�� .__.._ __ -_ _- _ - _ - --. - = NEW -- WAREHOUSE '' - i , '•,� 11171r '� , y. .* -�"-_- -`"---may '.. .` i !'-'-" -� AND OFFICE B�JILDINC� -- - -- -�'_^r ,--,r1=-s.�., ?6055 S.W. 74th !-- = - _- - -_/._✓ \\ I; \\ �'�- .- -_ -- - - = igard, Oregon 91221 - - - - - _ __-- ==-`----- -- -- •. . � -_ - -_ � John Duncan r == ....«>Iy� - _- - .,.r.. . - � ...., z ,r,w,,,... i o0 S.W. 7g th _ TABLE OF CONTENTS -_ - � land, Oregon 977.21 ARCS 1 T CTURr4 _ - P£FiMrT NO. _ -- � L STRUCTURALS s•.�c«�:F�c��,..................................................................: � -----I- Date: OZ GENERAL INFORMATION JOA�ddress, �� } Scale: NONE 3..0 ELEVATIONS - 50.0 GENERAL INFORMATION Drawn by. SET C.l COVER SHEET M 3.1 NORT+-I AND 501�TN ELEVATION 3p.1 GENERAL NG�TES Checked by. JDA 1 02 DUILDING CODE DATA 3.2 E,45T AND WEST ELEVATION E.3 DOOR AND -IN!5N SC►-IEDJLE Q Job No.: 950110 0.4 GENERAL NCTES ANL 5PECIFICATIONS AMMIM PLANS M"! i BE ON In: s1m PLANS Drlwinq No.: 3D--1 O'S 5�CIFICATICN5 - 4JD SECTIONS AND ENLARGED DETAILS -- -- _ -- 91.1 FOUNDATION PLAN BUILDING SECTIONS 51,2 GROUND FLOOR PLAN C Off/E---R--- 4.1 4.2 ENLARGED PARTIAL PLANS, SECTION AND ELEVATION 513 SECOND FLCIOR FRAMING PLAN SHEET Ir AITE DEVELOP"EN- PLANS 43 ENLAR3ED PARTIAL PLANS SECTION AND ELEVATICM 31.4 SECOND FLOOR DIAPNAGM PLAN 4.4 ENLAPkiED PARTIAL PLANS, SECTION AND ELEv.1TION 31-S ROOF FRAMING PLAN / 1.1 SITE PLAN 51.6 RG�Gi DIAPI�AGM PLAN y 12 LANDSCAPE I'L AN S A.0 ARCWITECTURAL DETAILS 2� - 521 DETAILS 41 DETAILS - 2.1 RIR3T FLOOR PLAIN A.2 DETAILS $2.1 FOUNDATION DETAILS �'--- :.2 SECONC FLOOR FLAN $2� DETAILS :3 ROOF p�AN '-Z S TE DETAILS 523 DETAILS 5'111 Oro,f�I.ro �.I DETAILS 15995 SW 741h Ave O • BUP95"00507 �r 1 0l 32 � it i ' LEGIBILITY STRIP _ 4 e c 7 e 9 10 11 12 13 14 16 17 e a �2 �� 24 25 2F 28 29 30 D01 s e 4 9 v E N�r,i squloa :.t11J ill 1 1 1 111lad 1 .11�.�1111a�1 ill l->li�.t1� is��J,LI�.L i LL l 1.1 11.1 111 i l,ll[1.11111111 11,41 I 11 I i I I I I Ill I I I I 1 I 1[l I I I I I I I I 1111111 IJ.1I1 L.�l l.(.l!1 1 1.I 1 I.11ifi l 1.11.1,11 d I L I.I t I I I I Il,(�1.1,�i1tl�.;a l d1uJ .1��-.111-L>,�LW.�1, b il1J.la.l.! I oa t � ► NICOL a ENG INEERI I ,.. I \E " -- 6. l« uw.«ic. t � ' y Flynn J1---lavoory CwswCwf '-•.5 _X'ER.ORL S:•»L,_ �-./E "C,.R = RE 4'E5 5-__NNE -.:E 5J __ \GS -OCA- G'. 'G --E _ '.E. A. I 'I r { /wi M , w �.C ,.:�-•' :r. PRC/ .:.c S _. ^"\ "J`" = RE R»'\G 01- -RS. �- SEE �E' , _S .�\:. ^'. S-EE' ' AGR ="R-=E- ................... _:R-:=E' lILA. .. / _J) .cow EX'EF CR -•",'E L+Cw4 F RE RES S'»,\r_E w.•. 'O '.,__ Bu _✓:\GS oC.:.' C\ ON 7,RCr-,ER-`r. s••• 0 g ...�.. "A/E �»TSR OF 7.8 'T":"E R -=_R CQ .:.\� E. `ER 04 SuRf"CE S. EX'ER CR G�4 .�--'.s. 5 'C BE .P�_ ED G/ER r''_` -.J�. S-+-G. O"E\'\ s5 "RE FXE'If 1 1, !1 • RE"L RED •••19 went• •• sas f RE=ER 'G S-•EE' 4.4 FOR .:DD"•O\»L -•,E »CCE SS.:B _-'T' 48 M�m 020 CLEAR FLOOR SPACF AT LAVATORIES 49 O" M A' 932 S=. SEE __ _5 . \. •! C\ =--rE -1.4' FCR 5'.: R C\ •Mrs � _ . . .7 - �a�1 REFER 'O ';-4E »GCE5S'5'_'-t- _ Oti T.:.S SrEE' S"FE- 4.4 FOR MSD TI/�\M_ �•:=oRT`'.:' oti. �--- r' =e. _ - _ Q-29-�ry FE;;R117` ISSUE I L ..._. ... 1-61Se T Li 1 MM./a p/"WnW fn Medd•s• Smut ma4m ow Kom oewmnm SEE _-. �- C Ctc CE i I FwMb or CxwW _. CLEAR FLOOR SPACE AT DRINKING FOUNTAIN NEW { WAREHOUSE AND OFFICE .,s 36 BUILDING 12 mm 12""., -:GGESS'S,.,-t' \OYES GCDE FLCCR »RE»5 jos _ _ - � _ •�:.L ACD ES-EPCR-'C\5 OF --.E 5w tiG _ _ 5 'E 5�--�� BE � 9S :\; OIGGJR'.:\GY GLASS'F GA'G\: ��CiG — 3. � : CCR ' .'CCORD»\GE Z, G:.F'ER 3 Or -`;E C.5.S.C. C= CE r 8'3 'G S= '"1'PE OF CC\5-4"+tJG'!O\: /-`� ✓I 83�oC S.- �O " GOti'RGLS .;\✓ - -R✓,J;*RE: +ANDLES o L-5. �OGKS C-7-ER --ES, AtiD REZER TO S -E ='_A\ Dc ✓ICES G\ i0('RS w,N.,O,LS, G»5'NE'S P_.�.`TB,NG 'C'•»L " '65 5=. "5' FwCCR 3'C: John Duncan S= _ r - vcz�t =CR DE'✓ELOPT''E\' ='%`:RES AND 5'OR-:,GE =»C!_ "ES 5�;,LL �-:✓E LE `ER " J Or '-+ 5 :.RE» CR C`--ER 5.4=E F'Ee '";tiG OF'ER,-:-!C-\ BY JR'57 OR ALCOR .: ,+4E• =RES5uRE ND \C' RE 0- R NO --- ---- - Back Wei �. �'\GN:\G CR %'S"NCz TO Cp=_R.:47E. Or= GE 02 :C S- C_Q. 2C :►`D FLR. 5"S G &COC S 'RE-. ' GQE»SE5 5= `^'\-E --•E W,G--ES' OPER"B"E -"R- OF Eti'✓IRO\'-'E\' '-'-PEE \C:RE•:•SE '- S'Q MES GC'4"QC. :,:S=ENGER5, REGEr" 'C-ES »N:� ER I CAER"B:_E EQI. R""'E`.' 5-"LL BE w 'W'\ ,G' _E»S' CNE O= - Cl' '--E RE"CI,} R»tiGE8 SPED= ED 'N SEG"ON 3:c79;o;, AND NO' r 8.;__-C 5r '-:-N 36 ;`,C-�E5 ,BC /E ''-E r OCR, E:<C:EPT ' E_EC-R!CAL y KEY NOES 1370 GO''-Q~!UN G»':O"N5 5Y6-E"5 RE:EP%IGLE.`l ON 12 1 :f .� 5-"-- BE "fOUNTED `.0 _ESS "MA\ 'S" ABOVE 'h:E =-oOR. 5=R 1�<LER s` STE''' \GRE•.SE S= 306 ` fl�i ry � GGti'R0_5 CMERA''tir3 ""ECb4,:.\'SMS .:TVD «4,4RC%,"RE, '14CL;.7�ES c- 3CC e \;RE:.5E »..-CIfiD '\G 5� -G►+ES -"AT CO\'ROL L'G--' NG A\D /E`.' _"- 0` F'QC/' .E 5 .s\.:CsE � �G � S DOOR 'C E_EG'R GAL CG SN'E- E OL :.E''5 ti ArGESS'BLE \ - .4'tiG BJS\ESS �+Ot.RS' 'C' -0Aj"51-E 3' Sk _ --t .:LO`.G:.CCESS'BLE ROui-ES, OR .:5 '='.;R-5 Or +� � S;GN DE-4 .. AGGES5:5�.E EL_E"E`.'S S-• ' '"'D ' 5-"LL GO _Y '., -- SEG"O,. 3'0'5 G'. -0 : 3 .' Ef" S'Csr\. �E''=R5 S�»... BE 6 '� --E G•-' ' CODE � a � ' �B W .: SrROKE G \C' LESS 3 S s\5 S•-.»..� eE I I ! S CNN E3ACXXaROUN:): 5LLa "E:01,47E 3. .•..`.C,ES '\ LE`/EL: 9 •�\A-E:i INFORMATION -D 13 C ' 5�sN _EC \ .J� sEJ• -•;'E BRLP7 CUANGES IN "E:G ' GREATER -WAN 114' SN:.�L BE BE'✓E�E7, \"ERNALL't OP. Ex-ESA, � B� 'O ' '/ER"GAL 'O i �40RI:ONTAI.. G-4ANCsES IN LE ✓EL 7-44N I,'I" 5--:-LL. E3E -jC ELEG''RIG LAMPS OR 5•-.:-L- 5E OF AN ..APRG/ED SELF-LU-'tiC,,5 -`P= 100t,E_R -C C'.E (B) AGGC"'�'L S+-+E:. Bl` ''1E.�\S OF .. RA.'"!�""1EETIP}(s T{-:E REGUIRE'"E\'S OK elk WIN �.I.E~'E\+ 57E NC., 1.0-41 TE Sua`_� 3E F'RC / DED 51 '--E MIRE" 5ES 3'C9 a' OF '::E C5.5.G J R tiG 51r5-E" A `L-E C71.4ER L»'M 5�44LL SH»." 5_,.X 0-aC CsROLIND AND BE MO.FRE;r 91y' S'CR.:.GE B:•"ER ES 5_1:E ="\-ED CURB OPTIONAL 7"RE5.4OLD5 "' :.00RS SHALL NOT EXCEED ' R"'SED 'WFM&4OLD5 ; OG.:•'E 5'G!` "BO✓E :)COR. I GRAB BARS AT WATER CLOSETS AND =LOOR LEvEL SP-41NOES AT AGGESS'BLE :.CCQy. 5 SCALL BE BE'✓ELED W•' A SLOPE \O GRATER ':=..\ ✓ER-!C:-:;_ -O i4OR12OvT,4�. MRO•✓IDE SAFTEY GLAZING »- -"ESE LOC:.-'e_ HC. DETAILS HC. PARKING SPACE DETAIL A. ACCESSIBLE RUI:TE REFER 'C 5t•.EE' !.I FOR uGGESS 3LE ROUTE 'C '•-E B�:'LD \G FRG", '-4t ML.B,.'S .Ji-It". PRC♦ DE 4 DE'EGTA5,.E UtiARN:NG 5;.Pjt"CE � ��D�1✓�' 'YC� ✓� -A r''1Z.G G r•• •;..+ 1•�'���G' -iT ,_OCA-:ONS ,: ERE "CGESS'BLE ROUES C-RO55ES OR -:J�O'NNS ( `�i.t � , .� � .. ;�• " ,� 1r..l J /Ep4'GULAR u,.:t. DE'ECTABLE ;LARN!NGS ON L�»L.KNG SURF"CES SuA,_L CONS!S' OF 4-N ,::P'*RC AD 'E Y T'JRE, AND ✓'Sw»L L I_ CONTR,157 W;-L-4 AD.,OV*! 5LRFACES. 'EX-URE "'AY BE CB`:,NEL) BY ADDING GLE•:•"v 1ASONS SAhD '0 ''4E P»•N"ED 5'R AE5 45 NO'E C)N DET.l'_ 5,'G.. 15995 SW 74th Ave BUP95-00507 &. 2 2 of )2 LEGIBILITY STRIP = _ _ 9 20 G 22 23 24 25 26 27 28 29 30 01 9 jilC ! 11a.1J 1>ui� �t W aJ�t 1 ll.�l..l l.l�l�l.lJ al�.1�.11.�1�1�1 t� �►J.tJ1J �i �111%LJ I�I I,�1tl�Lel lalt111 1� 1 1 W11111�.1�1u.►� J� �tl�(i111LI'l- I! Oz Dr,.x, t u J 1 1'+ 1p and Construction Service-. !c. - 9025 ',W. Center Street s P.O. Roz 23184 Tigard, Oregon 97293 1 'hone: (503) 62,-2, FAX: (503) E84 315 t 102 (BELOW) ---` -- A I - ONE HOUR FIRE RATED STAIR SECOND FLOOR � 5 ~L � ; _� - ~- " AND CORRIDOR ASSEMBLY K ---� SEE 6/A2 'i 4 4- - 2m2 _ 205 � 2m4 :©4 1 I 't -�- -� ----.ONE µOUR FIRE R"TED 574IR ` �' 3• X.D CORRIDOR .:55E'"!BLi" - PUS!ONS: 5EE (, 'A� 4 202 �4) / -� :D3 i % i I :Oj 1 I I r. I I 221- L—Li 2222 01 -i 77 _ 1 � Ck (BELOW) (BELOW) I 200 4 i [z20-1 t ° ° PRO ICT: NEW WAREHOUSE FIRST FLOOR AND OFFICE BUILDING SECOND FLOOR rbVJJ .I�i. :cn - i Igard, Oregon .9 /224 CLIENT: - ----- - - - -- - _ _ _. - - - ----, John Duncan I F N 1 5 H 5CE D U L E I DOOR SCHEDULE ' 16055 S.ti 14th 4 ROP NO. WALL SI.RFAGE5 GE LING FLOOR REMARl�S DOOR NO. SIZE TYPE DISGR PTION HARDWARE � g ortla Oregon 9 /2 14 . nd e � Ito, '20, 5e'IG• Bt .aI 3' a" 1'-m" INSULATED METAL DOOR W/ INSULATED TEMPERED -UNLOCKED BY KEY FROM OUTSIDE WHEN OUTER LEVER 100, -EtiAT COLOR 'O BE DETERMNEC A GLAZING. TIMELY FRAMES. IS LOCKED BY TURN BUTTON IN INSIDE LE'✓ER. ' - - --- - ► - --- _ . _-- - - -- - INSIDE LEVER IS ALWAYS UNLOCKED. -- - I Date: 1 ID2, 204, 5 '8'' uT PSI: ' S 8" GT T'SUM ✓INYL W/ MOISTURE RESISTANT BOARD. I SOLID CORE UNLOCKED BY KEY FROM OUTSIDE WHEN OUTER LEVER I .. i '.1 ;tale: 1;8 -1 -0 222, 2 2'-e i 4' '8 B TIMELY FR14MES. IS LOCKED BY TURN BUTTON IN INSIDE LEVER. I � aoARD BOARD RUBBER BASE COLOR TO BE DETERMINED INSIDE LEVER IS ALWAYS UNLOCKED. Drawn by. JDA IDI 2 LATERS S, 8" : LAYERS 5.'8" /INYL W.' WHITE bEM!_GLOSS -- 3 3'-m"�. 6'-8" I B �- SOLID GORE Checked by. JRN 201, GYP9UM BOARD GTPSUh'! BOARD RUBBER BASE I 'IMELY FR.:MES. UNLOCKED BY KEY FROM OUTSIDE (OFFICE SIDE). �_ " -;_ ';. _— __ ---_ -----------_...__ ---..._----- - -- lob No.: 950110 ;.. 103, 203, SOLID GORE PUSH BUTTON LOCKING. TURNING INS!DE KNOB Dmwinq No.: FIN 5'8" GT pgUM 5-'e' GT PSUM HARDWOOD �COLOR rO BE DETERMINED 4 3 -m x 61-81, B TIMELY FRAMES. RELEASES 3UT'ON. CLOSING DOOR ALSO RELEMSE5 BUTTON. i 221 BOARD - BOARD - INSULATED METAL DOOR _ __-_-_-- - - -__--- _ DOOR AND 202 5ff8' GYPSUM 5'8" GTPSUM v'NT L W 11 1-NR f'�� t .- BOARD I BOARD RUBBER BASE DOLOR TO BE DETERMfNED e,� 31.011X h 8 B TIMELY FRAMES. �(�Jtr 4^�� S�+d�t G�+r�r• f- OUTSIDE KNOB AND INSIDE T�+UMB'Utev ALW..YS JNLo�+cE�. - -- -- INSULATED METAL BOOR AND METAL FRAME UNLOCKED BY KEY FROM OUTSIDE WHEN OUTER LEVER FINISH! 2�5, 51/111, GYPSUM 5'8" GT'PSUM F'NIgHED � MOISTURE RESISTANT ®CARD. � 3'-m"x 6'-f3" G IS LOCKED BY TURN BUTTON IN INSIDE LEVER.BOARD I BOARD GOhGRETE - 1__ WH11E SEMI GLOSS _INSIDE LEVER IS ALWAYS UNLOCKED. SCHEDULE } .4LL DOORS 5�iAL'L "AVE LE VER ""PE INSULATED METAL DOOR AND METAL FRAME . O". ERAT NG ✓E'✓C=S.3'-© KNOB INTERIOR SIDE ONLY. DOOROPEM A,�: UNLOCKED _ AT ALL TIMES. 2. DOORS AND FR.:"ES 5HALL BE PRIMED DOG.:�'AL':.E OF RECiE'�ING P•.INT fl; 12 -0 X 14 -m INSULATED METAL DRUM TYPE GARAGE DOOR MOTOR GONTROLED, SWITCHED INSIDE T RESHOLDS 5µALL NO- E/GEED 1/2" IN 1 _ 3 HE!GHT. RAISED 'HRE5µ40.DS AND FLOOR S 3'-m"X 1'-m" WOOD DOOR W/ OAK FINISH UNLOCKED BY KEY FROM OUTSIDE (STAIRS) WHEN OUTER LE✓EIQ SCHEDULE IS LOCKED BY TURN BUTTON IN INSIDE LEVER. LEAL CHANGESAT ACGESS,BLE DOORW.'�T -5 i INSIDE LEVER IS ALWAYS UNLOCKED. SHALL 15E BE'✓E_LED 'W/ A SLOPE NO GRE:+TER ----- - � -- -- -- --� 2 ERT( AL O OR ZONT "L THAN 1 �✓ G * , DOOR SHALL BE ;l1EATHER STRIPED 4. HARDWARE SHALL 13E LCr-"'F'J PER C:4A1PTER • DOOR A FRAMESHALL HAVE A FIRE-PROTECTION RATING 31 OF THE '993 O.S.S.G. - OF 20 MIN. AND SHALL BE PROTECTED 13Y AN APPROVED ")HEET 5 DOORS SHALL BE GER"'t E:-) TO 45'" E 283 _ _ TIGHT-FITTING SMOKE- AND DRAT=T-CONTROL ASSEMBLY. (7 -�� DOORS SHALL BE SELF CLOSING �fm PER FOG: OF .OGQ .R.,GK. 15995 3W 74th Ave 8UP95-00507 0 . 3 3 of 32 LEGIBILITY STRIP 2 3 4 5 6 7 6 9 !O ! ! 12 13 14 18 17 18 119 210 211 22 23 24 25 26 27 28 29 3C, z1 I 1 01 a ff 110Nt atoloz � I L�11111�11.1111.Lh.(IIiJ.I�,I 11L1.�11-I�(I I I i.l L111i.�11 I�I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I I I I I I I!I I I I I I I I-I I I I I I I I I I I I I I I I I I I I I I I I II I I I f I I 1 I I I I I I I!I I I I I I I I I I I I I I I I I I I I (1�J,�1� .L�1,� 11�1.1,L111L1.1.�1�.1.>l l�J�-LLI-�_I11.11.�1.1 I I Oz - 1 FPO GENERAL NOTES DIVISION 1 GENERAL REQUIREMENT_ 5 D IV151ON 3 CONCRETE - - DURING CONSTRUCTION: t r- GENEWAL NOES SUMMARY OF WORK CONGRETE 1. MINIMAIZE CLEANING PROBLEMS BY EXERCi51NG CARE DURING M NRY _ ASO INSTALLATION. TIDY WORKMANSHIP DURING CONSTRUCTION WILL REDUCE THE 'HE INTENT OF '-•E5E PLANS S TC r'RO/•:�E CONTRACTORS A GUIDE THE PROJECT CONS'575 OF THE CONSTRUCTION OF CONCRETE "1EISONRY BUILDING CODES AND 5TANDARDS: ALL CONCRETE WORK TO COMPLY WITH ACI 318 SUBSEQUENT GLEAN UP EFFORT. and Construction Services C. FOR A FULL. C.0"P-E'E A'.D WORK.:BLE PROJECT' INSOFAR AS THE DRAWING5 ON CONCRETE FOOTING AND SLAB FOR A OFFICE AND MANUFACTURING SF! "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE: AGI 306 S•.OW A N✓,'OR '.»E5E SPEGIF'CATION5 CALL FOR Ud"REi-44 5E FACILITY. THE PROJECT 15 LOCATED AN 162155 S.W. 74th TIGARD, OREGON. "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING: AND ACI 305 2. CARE MUST BE TAKEN TO KEEP CONCRE ''E BLOCK DRY PRIOR TO IN5TALL�:710N. 902.5 S.W. ,,enter Street s P.O. Anx _13781, PERSONS IN/0-1 /ED IN WORK ON THIS PROJEG' 5•:4LL BE RESPONSIBLE GON5'RUC''ION OF THIS PROJECT SHALL GONFORJ,.1 TO THE OREGON STRUCTURAL "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." TFIIS WILL MINIMIZE THE LIKELIHOOD OF EFFLORESCENCE. rgord, Oregon 9;2"3 FOR EXAMINA'ION OF BMJ -D'NCi SITE, PLaN5 AND SPF' SPECIFICATIONS. 5ECIAL'7 CODE, LATEST EDITION, AND LOG AL BUILDING REGULATIONS. NOTIFICATION: NOTIFY ENGINEER FORTY-EIGHT 148) HOURS PRIOR TO 3. KEEP THE WALL WELL BRUSHED DOWN DURING CONSTRUCTION TO PREVENT 'O DO 50 WILL NO' RELEASE SUCCESSFUL BIDDERS FRO"^ BEGINNING ANY" POUR MORTAR LUMPS FROM HARDENING INTO THE WALL. Phone: (503) 620- F'ERF0RK'''vG TkE WCroC INC Ga'EG BY PL"N5 OND SPEC!FICATION5. CONCRETE STRENGTHS: 4. TURN O`/ER SCAFFOLD PLANKS AT NIGHT 50 THAT RAIN WILL NOT 5PLA5H MORTAR `AX: (503) 684-1 16 WORK AND '44TERIAL5 5H4LL BE IN FULL ACCORDANCE WIT., THE GENERAL COND'TIONS FROM DIRTY PLANKS ONTO THE WALL. -_-- LATEST RULES AND REGJLA'ION5 OF THE INIFORf`' Bl.!LD!NG, PLUMBING .AN:; SLAB AND FOOTINGS: PC ■ 3,000 P51 AT 28 DAYS, WITH MAXIMUM MECHANICAL GOOD STATE 5TAND4RD5, 'HE NATIONAL ELECTRICAL CODE, LOCAL A;4 DOCUMENT NO. 4201, LATEST EDITION, I$ MADE PART OF THIS SLUMP: 4". C''Y AN:;; COUNTY CODE5 AND 5T4ND4RDS, THE aPPL;GABLE REGULA':ON5 5PECIF C.:TION A5 'S HEREIN CONTAINED. 5. KEEP BLOCK WALLS COVERD WHEN NOT BEING WORKED ON TO PRF /ENT OF THE LOCAL JTIL 7� GOMA..�:IES, AND ANY OTHER APPLICABLE LAWS .«J:✓ GEMENT: STANDARD BRAND OF PORTLAND GEMENT PER ASTM G-150, TYPES 1 CONSTFROM STAINING.D RL RAIN SSSPLASH ER, WHETHER GILEAN O U CONTAMINATED, � REGULATIONS. OR 11 AT GONTR C70R'S OPTION. USE ONLY ONE MANUFACTURERS STANDARD SHOULD BE KEPT OFF THE WALL DURING CONSTRUCTION. BRAND, T*PE AND GRIND THROUGHOUT ALL WORK OF A PARTICULAR TYPE. ALL BU'-D NG 'RADE5 5--.,L PERFOSe" AND COMPLETE -'"EIR WORK 5G-+E.-,u-ES OND REPORTS 'O 'HE BES' ACCEPTED OF 'HER 'tiDUSTR'E.$ IN 6. GLEANING OF MASONRY DURING THE COURSE OF C ONSTRUGT;ON M"Y BE • SOf"'PL;AN,E y;1'TN THESE PLANS .:ND 5PEG'FIGA''ON5. GOMMENGE''"ENT "APPRC/ED" - OWNER OR EtiG'NEER WILL BE THE $OLE JUDGE OF QU4L!7T' A!R ENTRAINING AGENT: PER A5T"1 G-260 NEGE55ARY FOR GERTaIN PRODJCTS AND JOB GONDETION5. HOWE'/ER OF ,DOW BY ONE TRADE :.F'ER' ANOI-EIQ TRADE ES-"51- 5.+E$ AND 56''.4 -'TY OF PROPOSED 5U55TIT;JTION. USE ON ALL EXTERIOR SIDEWALKS ON GRADE. IT IS BEST TO WAIT UNTIL THE MORTAR 15 THOROUG"LY- SET BEFORE GLEANING. .:GCE r"ANGE OF PRE / 07..5 ..jOR!C PE RFOR'IE D RE INFORCEMENT5: .AL" BARS FOR RE!NFORGEMENT SHALL BE DEFORMED ,q✓ � " i '.O RE ,, 5 ON5 ON5 5---L BE "ADE TO 'r"ESE PL"NS STEEL CONFORMING WITH "SPEC IF!CATIONS FOR BILLET-57FEL CONCRETE I. BEFORE WASHING, RE"-10,,E ANY _aRGE P:-R`C;LES OF " ORTAR 11:'H „ PUTTY � SPEC F C; A' ONS NOTIFY E^46 tiEER PRIOR 'O "AKiNG NEGE55.:RY !TEM'ZED GCS' SCHEDULE RE!NFORG!NG BARS", A57M A-6-5, GRADE 40. MINIMUM BARLAPS AT KNIFE OR CHISEL. LARGE MORTAR P"RTICLES C•,NNOT BE !.'Er1oVED BY" WATER C✓ F ELS "ODIFIG,:' ON$ FOR RE /'EW OND :.PPRC/4:- AND -R 1"E SPLICES PER AGI CODE GI-IAPTER 1, OR CLEANING SOLUTIONS ALONE. C r` GOUN" , 'F RE(.a. RED ' PR:OR. 'O ANS CO'"'-TNGE!"!L.. 7 OF PREF "RE. IN FOR"'! 5a'!5FaCTORY 'O OWNER, C0"''PLE7E BREAKDOWN OF JORf F aN ' ON 5 'E RE / 5 ON5 '- O:, F C"-O'.5 "RE MADE (--CS-5 A LIST OF ALL SUBGON'R.:G'OR5 OND SCHEDULE OF WORK - W .:.AFRO SAL THEN T"F CON'R:-G'OR BE RE5PON5'BLE 8. MASONRY CONTRACTOR 15 RESPONC.IBLE FOR 5+�PPORT OF MASONRY FOR a-- 4550GIATED GOS'S Ste" OF ALL ITE''S 5.:•+LL BE EQL"L -O CONTRACT PRICE. W:+LL DURING GONSTRUGTION AND UNTIL ROOF SHEATHING HAS BEEN INSTALLED. ENGINEER OF RECORD ISNOT RE5PONCIBLE FOR THE DES'GN OR INSTALLATION ,1JRI"E "1E",S ONS Oti :,Ra,;;Nrj5 5.- ,'E PRE':;EDENGE C/ER FURNISH 'HE ABO'/E TO ENGINEER AND OWNER BEFORE FIRST MON7P4-Y OF THE WALL SUPPORT SYSTEM Sr-ALE: D `E'�5'ONS DR4,-;NGS .;-'R '-C' 3E 'O SS-:-ED. PARTIAL PAY'-!ENT REQUE5T. 1 CONTRAC.'OR.5 SHALL ✓ERIF'TAND BE PESPON5IBLE FOR ALL --,'"EN5 01,5 AND FIELD F R:0R 'O COMMENCING THE 5J5MIT WAIVERS OF LIENS FROM MATERIAL SUPPL;ERS AND SUBCONTRACTORS WORK_ r-O- F , ENGINEER OF .«NY D SCREP.:.t,.0 ES. 45 "1ATER!AL IS DELIVERED AND WORC GOMPLETED. 54rRUC"..1;P.:- 7, -1FN5iO1,,5 CON-ROLLED BY CR REL.,4TED TO "''ECHANICAL :,ND E-EG'Q .-:- EQU!P^'FN' S"aLL BE ✓ER;r EG BY THE WHEN GLEANING: GON'RaG'�Q �'R'OR 'O GCNS'RUG T ION 5uJ^""' 'LS ONLY 49:1AR0/EJ "C.ONS'RUG''ON SE" "''ARKED :DR"u;'NG5 F'RO'/'DE SHOP DRAWINGS FOR THE TRUSS JOIST ^''ANJFAC%RED - ENGINEERED ROOF TEST THE EVTIRE GLEANING AND SEAL NG PROCESS STEPS 9 BEl_O'W NCORPOR.A''NG ALL ADDENDUM AND DIMENSION ROOF AND FLOOR SYSTEMS. !N AN 'HE NT;RE LE LOCATION. GLARIFIG.:'!ON5 SH•:LL BE USED DURING THE ExEGL''ON OF THE .WORK SUB"""T 5�40P DRAWINGS TO ENGINEER FOR APPROVAL. APPROVED SHOP Dp,A,,vNGS S�.aL.. BE 5JBI'"!77FD TO THE CITY- OF T:GARD FOR aPPRO'✓:.L. 2. M:X THE CLIANING 50LJTION ACCORDING TO THE MANUFACTURE'S 'N5'R'JG7I0N5 CONTRAG'OR '-LS' BE 1 5PON5'BLE FOR /ERIF!CATiON AND IN A NON-METALLIC CONTAINER- ALD WAYS POUR THE CLEANING COMPOUND INTO :OOR✓'!•..A'ION OF S,.B-GUN"RAG'OR 5 WORK TO SECURE THE WATER - NOT t'JATER INTO THE COMPOUN . r0"!PL "Ne:E OF C)R.,.'NG5 .AND 5PEC!FIGa710*45• T"E LOCTa'ION OF 5'RC'UR,:L '"IEMBERS AND OPEN:NG5 OR `EC;-aN:C.:L E-EGTR:GAL AND "11$cELL4uvEouS EQUIP!rtENT. 3. 7HOROUGHLY WAT WALL PRIOR TO GLEANING. - _-_ - PER`*VT 15 } 4. APPLY THE CLEANING SOLUTION TO a SMALL ORE,: J5'NG a LONG H..•�NDLED FIBRE PE'V'IiONS: - GON'R:.G'OR ANp E.+GH SUB-GON'RAC:'OR SHA:_L BE BRUSH, CLEANING FROM 7++ 507'OM UP. DO NO'. .APPLY THE GLEaN:NG 5OLU'ION - - RESPONSIBLE FOR ANY L055 OR DAMAGE C.AU5l=D 3i •+:`1 OR U51NG HIGH PRESSJRE. .+,5 WORKMAN 'O 'HE PROPERTY OF THE OWNER OR 'a THE UCC OR MA'ER'"L5 OF OT'+ER CON'RAC70R5 OR 5111E3-CONTRAC70RS. 5. ALLOW THE SOLUTION TO REMAIN ON THE 5JRFACE 3 TO 5 ^I NUTES. DO No' ALLOW THE SOLUTION TO DRY IN'O 71-+E SURFACE. C)NTR!-C'OR 5"ALL MAIN'AIN !N5UR-:NCE 'HA' WIL;_ PRO'ECT 'HE OWNER AND ENGINEER -1"R"LF55 FROf•1 ALL GLA'M5 OF DA .44..,ES. 6. SCRUB AND SCRAPE OFF ExCE55 '11CR'AR DEPOS'75 WIT,4 A WOO-SEN SCR"PER 'HE GON'RACTOR SHALL BE RE5PON51BLE FOR ALL TE!-1AOR"R7 DO NOT USE '-1E'14L TOOLS. SCRUB ENTIRE SURFACE UNIFORMLY' OND THOROUGHL' LOADING GOND!'IONS DURING CONSTRUCTION ,•.ND SHALL RINSE THE WALL FROM TOP TO BOTTOM. PRO'., DE BRACING AND 5�40RING :HERE REQUIRED. T'4E 5'0;2UC JRE THAT Nay BEEN, :DESIGNED FOR OPERATIONAL PRESSURE RINSING IS APPROPRIATE USING 800-!200 P5' LOADS ON THE COMPLETED " 'RUGTURES, DURING CONSTRUCTION \ , III / THE GON'R"C'OR S.aALL P-�C'EC' 'HE 5TRJC7RUE BY. BRACING DIY I S I ON 2 51TEUJORK D I�V I510N 4 MASONRY 7. KEEP THE SURFACES BELOW THE AREA BEING CLEANED THOROUGHL'r" SOAKED .AND SUPPORTNG WHERE'rFR ErCE56I'/E GON5TRUGT:CN LOADS MAY OCCUR. d WITH WATER DO THE CLEANING ✓ERY METHOD:GALLY AND UN:FOR!"LY 50 THAT ALLAREAS ARE GLEANED E✓ENLY BECAUSE IT I5 VERY DIFFICULT TO SEE !F THE ALL tEG«+.:N CAL AND ELECTRICAL WORK 5HALL BE JNDER WL,LL HAS BEEN GLEANED .ADEQUATELY UNTIL THE SURFACE HAS DRIED. REAPPLY" SEPARa'E 1=ER'111'5 TIF REQUIRED!, 517E PREF'.-:R.A-ION REQUIRED AND RE, E4 57EPS 5 6 AND 7, CONCRETE "'IASONR't" UNITS THE GL)r�-:I'NG $OLUT;ON IF F'- T STRIPPING: SCOPE: S. WHEN CLEANING SOLUTION BEGONES DIRTY, THROW 'T AWAY .AND Mix A FRESH RE"OVE ALL ':`FBR15, ROOTS AND ORGANIC MATERIAL SHOWN TO RECE ,/E !NGLUDES FURNISH'NG ,.ALL LABOR, MATERIALS, SER`✓ICES AND EQUIPMENT BATCH. FRE,21JENTLY' RINSE THE BRUSH IN CLEAN Wa7ER PavING AND NE;J1 BUILDING. REQUIRED TO COt1PLETE THE MASONRY WORK, INCLUDING PLACING AND I PROJECT; BiJILDING IN REINFORCEMENT AS INDIG47ED ON THE CONTRACT DRAWINGS 9. �A 'F AN ACID BASED SOLUTION HAS BEEN USED FOR WASHING, 'T !S D'✓:SABLE 'O DISPOSE OF CLEARED AND ORGANIC MATERIAL BY REMO✓INC FROP1 THE AND IN THE SPEC IFIGATIONS. BU'LD INTO MASONRY ALL BOLTS, ANCHORS, FOLLOW THE CLEANING WIT:-I A NEJR.A TL RINSE SUCH ..1.5 TSP OR NON-SUDSY NEW SITE. NAILING BLOCKS, INSERTS, ETC., INDICATED ON THE CONTRACT DRAWINGS, AS FURNISHED AND LOCATED BY OTHERS. BUILD IN ALL DOORS, WINDOW 4MMONIA a«JD WATER ExGAVATION: FRAMES, VENT5, CONDUITS, ETC., a5 FURNISHED AND SET BY OTHERS. WAREHOUSE ALL SOFT, WET, OR SOIL OF UNUSUAL CONDITION SHALL BE EXCAVATED MASONRY PRODUCT: AND OFFICE TO FIR" NATURAL, UNDISTURBED SOIL. PROVIDE FILTER FABRIC AND COMPACT WITH ENGINEERED FILL. CONCRETE BLOCK A5 MAVUFAC-URED BY MUTUAL MATERIALS CO., ALL ORGANIC M4TRIAL 5HALL BE RE'10'vED. P.O. BOX 1©09 BELLE WE WASHINGTON, 98009 BUILDING FILL: HOLLOW LOADF'-"ARING CONCRETE MASONRY UNITS: ' 1655 S.W. 7,1th THE BUDDING SITE 5HALL BE FILLED WITH 34" W, 4 MIN. THICKNESS OF 1'-0", SHALL CONFORM TO ASTM STANDARD G90 GRADE N. TYPE I, LIGHT WAIGHT. ?igard, Oregon 97224 LINERAR SHRINKAGE SHALL NOT EXCEED 0.0(o5 PERCENT, THE FACES 5H4LL FILL SHALL BE INSTALLED IN 6 INCA LIFTS GO111PAC7ED TO 95% BE NOMINAL 8 x I6 INCHES WITH 51-IMOTH AND ,SPLIT TEXTURE. WALL THICKNESS ( 01!1,1 ; MAXI''?UM DRY DENSITY. SHALL BE 8". WALL ARE 70 BE PAINTED. SUBGR.ADE AT SLOB ON GRADE: MORTAR: John Duncan } PROVIDE A 4 INCH THICK CAPILLARY BREAK OF 3/4" MINUS CLEAN SHALL GONFOR'1 TO ASTM SPECIFICATION 0210 TYP 5 FOR LOADBEARING 16055 ' .A 74th CRUSHED ROCK WITH A 10 MIL. MOISTURE BARRIER MEMBRANE WITH CONSTRUCT ION CONSISTING OF PORTLAND GEMENT, HYDRATED LIME At1D Portland, Oregon 97224 A 2 INCH LAYER OF MOIST SAND ON TOP OF THE MEMBRANE AT MESONRY SAND IN PROPORTIONS TO PROVIDE A MINIMUM STRENGTH OF 1800 JNDERS:DE OF SLAB. (VERIFT" SAND REQUIRMENT OVOWNER) PST AT 28 DAYS. Date: 11-11-95 PAVING GROUT: Scale; PRO'✓ l7E 2 INCHES !-1'NIMUM OF ASPHALTIC CONCRETE AT PARKING LOT. SHALL CONFORM TO ASTM SPECIFICATION 6416 COARSE GROUT, COARSE GROUT Drawn by. YS AT PARKING AREAS PROVIDE 3 INCHS MINIMUM OF ASPALTIG GONGRET 15 1 PART PORTLAND GEMENT AND 1 TO 2 PARTS PEA GRAVEL 13 ADDED. Checked by JRN AT DR vE A'SLES AND "^ANUFACTURING AREAS. Jib No.; 950110 PREPARE 505GRADE W!TH 6 INCHES MINIMUM OF 2 INCH MINUS, COMPACTED CLERANING MATERIALS: TO S5% OF THE MAXIMUM DRY DENSITY. Drawing No.: 9PEC1 INTEGRALLY COLORED BLOCK - - ---•--•----•---- - ---- I USE FABRIKLEEN MASONRY CLEANER TYPE `✓ OR L A5 MANUFACTURED BY FABRIKEM PAVING SHALL COMPLY WITH "ASPHALT PAVING INSTITUTE OF OREGON" CHEMICALS INTEP.NATIONAI.. SP CIFICATIC� RECOMMENDED DESIGN AND CONSTRUCTION PROCEDURES, LATEST EDITION. APPLY 4 !NCH WIDE PARKING $$TRIPE$ AND DIRECTION SIGNS WHERE SHOILN. USE RODDA PAINT CO. NO. 611 WHITE. CON$1'RUCTION TOLERANCES VARIATION TO PLUP!B: 1/4 INCH IN 10 FEET. DO NOT EXCEED THE I FOLLOWING CONSTRUCTION TOLERANCES IN VERTICAL ELEMENTS INCLUDING SURFACE OF WALLLS, COLUMNS, AND OTHER. VERTICAL ELEMENTS. VARIATION TO LEVEL: DO NOT EXCEED THE FOLLOWING CONSTRUCTION TOLERANCES FOR BED JOINTS AND LINES OF EXPOSED LINTELS, SILLS, 1 HORIZONTAL GROOVES, AND OTHER CONSPICUOUS HORIZONTAL ELEMENTS. 3/16 INCHES fN 10 FEET. , 3/8 INCHES IN 20 FEET OR MORE. VARIATION M MORTAR JOINT THICKNESS: DO NO'r EXCEED THE FOLLOWING CONSTRUCTION TOLERANCES FOR THICKNESS OF MORTAR JOINTS: } BED JOINTS: PLUS OR MINUS 1/8 INCH. HEAD JOINTS: MINUS 1/4 INCH, PLUS 1/8 INCH. 15V5 SW 74th AV*. 4i BUP95 00507 0 • 4 of 32 LEGIBILITY STRIP 2 4 5 6 7 e 9 L) 2 13 14 16 17 ie 19 20 21 22 23 24 25 26 27 2e 29 3C I CD Z OI 6 8 L p MDNI B 1 OZ u 4����,1..RLI_�Lil�Jtl��lf1.>la.l��tl►L�J�.Lf.li.JtLfJili(iIIIIIiIIIIIIIIIIIIIIIIIIIIIfiIIIIIIIIIIIiIIIILLLII�LIILILI�I�(fJII!IIIIIIIIiII�LILIIIIflIL1IfIIII.f.fl�J_ff���l�LfL��II.11�1�J�I1��1fIL1�.11)fJl.(�1�11 Oz 2 5 *X Rr: �1 DIV1510N -1 THERMAL d M015TURE PROTECTION DIV1510N DOORS AND WINDOWS D I V151ON ro WOOD AND PLASTICS D I V151 ON 15 MECHANICAL N6ULAriON DOORS . WOOD MECHANICAL (SEPARATE PERMIT) --- -- - - - �. SCOPE: GENERAL and Constructiol� Services I GENER:. GENERAL - ----�.-• - - - -- --- PRO'✓!DE ALL DOORS AND WINDOWS A5 NOTED ON DRAWINGS. -:•LL DOORS ALL NAILS TO BE COMMON OR GAL`✓ANIZED BOX NAILS. NAILING TO BE MECANICAL SYSTEM 15 TO BE BIDDER DESIGN. THE CONTRACTOR SHALL 9025 S.W. Center Street ; P.O. Boz 23?84 $«GALL HAVE SEP— RA'ING OF ONE OR LE55 AT L1ARr•! 5 ;✓E AND WINDOWS $HALL MEET CHAPTER 53 AND 54 of THE 1993 STRUCTURAL IN ACCORDANCE WITH TABLE 25-0 OF THE MOST REGENT EDITION OF THE BE RESPONSIBLE FOR THE DESIGN OF THE SYSTEM AN -HE PREPARATION Tigard, Oregon 91223 tiW 'ER• OF ALL. SPECIALTY Y CODE. UBC. OF ANY DOCUMENTS REQUIRED. THE CONTRACTOR SHALL OBTAIN 4LL „1-:.RE.,0_45E ✓ERIFY THAT ALL. SEALANTS/CAULKINGS USED ARE COMPATIBLE WITH DOOR ALL WOOD IN PERMANENT CONTACT WNECESSARY PERMITS.ITH CONCRETE TO BE PRESSURE TREATED Phone: (503) 620- AND WINDOW SYSTEM. LUITH A WATER BORNE PRESERVATIVE IN ACCORDANCE WITH 'STANDARD MAKE 5---.'.L- A 1~ INSTALLATION OF ALL ITEMS IN COMPLETE ACCORDANCE 1111TH ALL Fax; (503) 684 :E L 'vG 5--- •LL - /E A R-'9 BER GL 1. -:.55 BLANKET ,. A M � -'. LA 'NATE / POR SPEGIFiCATION FOR PRESSURE TREATMENT OF TIMBER PRODUCTS', CODES ANG REGULATIONS SET FORTH BY STATE AND LOCAL AUTHORITIES RE-4R:, *,r FACE. DOORS AND FRAI"�S: ASTM DESIGNATION DI-lbPO. . y%.REHOUSE WILL NOT BE GOND�':ONED. HEAT WILL BE PRO✓!DED FOR FREEZE ALL CONTROLS AND OPERATING MECHANI5M5 SHALL MEET ACCESSIBILITY F�RO'E,:;"O'N ONLY TEMPRA'JRE CONTROL DE /!CE 5•--%LL "A/S A 54 DEGREE EiTERIOR DOORS, REFER TO SHEET p3, AND FRAME ep-44LL BE METAL., ALL LUMBER SHALL HAVE A GRADE STAMP. REQUIREMENTS. t 'E"'AR•.'.RE CONTROL _ "" ' DOOR TO #44/E 2r<. GAUGE STEEL SKIN AND FRAMES SHALL BE 18 GAUGE STEEL WITH MITERED CORNERS. LUMBER GRADES: SUBMIT MECHANICAL (HVAC) PLAN FOR RE`✓IEW BY' ENGINEER AND THE C,TY- OF TIGARD. \ OFt CE "RE"5: -'+:.L Ei"ER'OR DOORS SHALL BE WEATHERSTRIPPEG. WALL FRAMING '`1EMBER5: DF-L NO. ? OR BETTER PLANS SHALL ILLUSTRATE SIZE AND LOCATION OF .ALL ROOF-TOP UNITS !/•� 0" •. EACH INDIVIDUAL ROOF-MOUNTED HVAC SHALL BE PERMANENTLT' LABLED AS TO c- E/'FROR JALLS: FR.:''tE y%._�S AT C.M.U.) DOORS 3-,,:LL BE PRIMED ANG P-:.INTED, SHEATrJING: THE AREA IT SERVES. R-2i F BERGL-A55 5-�"5 EACH UNIT SHALL BE EQUIPPED WITH A POWER DISCONNEC' AND A 120 ✓OLT ` 1 DOORS SHA'_L BE CERTIFIED ACCORDING TO ASTM E-783 FOR 11 CFM PER ROOF SHEATHING: 3/.�" APA RATED SHEATHING, T 1 G ` ,•, / 7 ROOF:• FOOT OF DOOR CR,tt,-K AND MEET SPECIFICATIONS OF 'HE STEEL DOOR 32."Ifo. EXPOSURE 1; STRUCTURAL I RECEPTACLE SHALL BE LOCATED WITHIN 25' OF EACH UNIT. ,✓ R-30 F 3ERGLA55 5.:7'5 NS.IIJ.E NAILING PATTERN: USE 8d NAILS WITH DEFORMED SHANK ATTACHMENT OF PER1114NENT EQUIPMENT 04VAC) SHALL BE DESIGNED TO ~•+ b INCHES ON GENTER AT EDGES RESIST SEISMIC DESIGN FORCES. PROVIDE NECCE55.:R1- DOCUMEN'ATION 12 INCHES ON CENTER AT FIELD 2NDFLOOR ENTRANCE ✓OORS TO CITY OF TIGARD FOR APPROVAL OF ATTACHMENT SYSTEM. R-30 F BERGLASS BA'.'S WALL SHEATHING: 1/2" .APA RATED SIDING, Ib INCHES ON CENTER, ENTRANCE DOORS AND FRAMES 5HALL HA'✓E .+ "MEDIUM BRONZE" EXPOSURE I H ,•. EAT D.C'5 '.OD:ZED F'r„5H. F-F20'✓;DE COLOR SAMPLE FOR APPROVAL. NAILING PATTERN: USE bd GALVENIZED NAILS R-5 -:. b INCHES ON CENTER AT EDGES REQUIRE—E,"15 SSEME3� SALL MEET ALL -ADA i AMERICAN DISABILITIES AGT` i? INCHES ON CENTER AT FIELD PRO'✓IDE ALL LATCHES, HINGES, LOCKS AND DEAD BOLTS AS REQJIRED TO F1ROv,DE A SECURE, OPERABLE SYSTEM. ROO'NG GENER-;.. WINDOUIS ROOcING 5H4LL BE ,A GLASS A BUILT-UP F RE RE','.RDENT ROOF ROnF'NG 5`'C, t_'' GENEk,AL: '5 'O ESE- A 4 PL*", "'NERAL SURF-:CED F BIER G_-:55 BUILT- UP ROOF -+°SE"'BLY ELECTRICAL (SEPAR�+TE PERM'T '"4NV!LLE SPEG r-,G..T;CNS 46IG GOr-!F'LT' REQUIREMENTS OF !01✓-86. 5H4LL BE GERT,F'ED ACCORDING TO AS, 1'. E-:83 FOR 037 GFM PER GENERAL G, AR-:".'EE FOO' OF ,;'N'DOL✓ 545H GR,^-GfC ELECTRICAL SYSTEM 15 TO BE B DDER DE51GN. 'HE CONTR-.0"OR SHALL " ,4NUF-:G'uRER SH.:LL PRC✓IDE " 10 T E"R GJ,4R-l,,NTEE, ROOFNG BE RE5PONS!BLE FOR THE DE5'GN OF THE SYSTEM AN ".4E PREP.ARATION CONIR,:.C'OR SHALL F'ROV!DE A 2 YEAR Gu"RANTEE JHICH REQUIRES -+LL_ QE'"-:'R5 OF ANY DOCUMENTS REQUIRED. 'HE CONTRACTOR SHALL OBTAIN ALL OF -E"K5 RESULTING "SOLELY FROM FAULTS OR DEFECTS IN `l47ERI-AL OR NECE55ARY PERMITS. WORK'-:.NSHIP -:.PPL EDD P,, OR 'HROUGP '.-E ROOFS J.iIN,DWO5 SHALL BE Ei<TRUDED, HIG:- 'NPACT RESISTANT, RIG!D POLYVINYL CHLORIDE (P'✓G). WINDOWS 5i•-ALL BE CONSTRUCTED IN A NEAT WORKMANLIKE MAKE !N5T4LLATION OF .ALL ITEMS !N COMPLETE -ACCORDANCE WITH ALL ROOF D R.;'N..GE MANNER. ALL CORNERS OF THE FRAME AND SASH 5"ALL BE M'TERED AND CODES AND REGULATIONS SE' FORTH BY STATE AND LOCAL AUTHORITIES. — �2�-av PERMIT ISSUE 'HE ER..'tiS SHALL BE FuRN15HED BY AND BE 'HE RE5PON5 B'L'T OF 'HE FU5!01,,. WELDED. ALL WELDS ,ARE To BE DRESSED .AND FINISHED 'O MACH REQUIREMENTS. 001:' ".�� GON'RACTOR AND INSTALLED IN ACCORDANCE w THE r"-'.NUFAG'URER'S THE SJRROJND!NG FRAME AREA. ALL CONTROLS AND OPERATING MEGH,ANISMS SHALL MEET AGCESS�BILITY Q REVISIONS: REC.0`lMEND-A'IONS THE DRAIN5 SHALL HA'✓E AN !NTEGR"L FLEx'BLE NEOPRENE - - BE_,_O; S FOR TUE 5Y STEM CONNECT!ON CAPABLE OF PERMITTING PlFr-ERENT'-AL FINISH. t� '`'O✓E"FN' BE TWEE', THE DRAIN AND PLUMBING 5T Sf TE"'1 o 1" IN .ALL DIRECTIONS, - - i 4 'E,.NS FOR ITS DIREG` "--.:GHMENT TO THE DECK AND CLAMP TO MECHANICALLY ANY COLOR -:4PPLICATIONS ARE To BE 5OL'D (HOMOGENEOUS) FRAME COLOR, 'HE FLASH;NG TO 'HE DRAIN. PROVIDE A 22 GA GAL'✓ANIZED S'EEL OR RIGID P'/C GO-,Ex, CAP-STOCK TO PREVENT CONTR,,,5TING DR.: '. 5,."= PAN ,:5 FURNISHED BY THE MANUFACTURER OF THE DRA'ti. SCR..TCHES OR SCARS. '•+E :;R.: ". 6""LL BE 'HE FLEx- -DRAIN W/ DRAIN SUMP PAN A5 MANUf -"CTLRED � ✓:LLE 4ND ►GAVE THE ^'I.ANVILLE GUAR4NTEE. OLAO4 AND GL.AtIN(,� MATER_IA� PRO/'DE THE MANUFACTURER'S STANDARD, CLEAR, SEALED, INSULATING GL.ZING ','ATER!AL THAT COMPLIES WITH A57711E-774-8' CLASS A AND 15 AT LEAST 1" IN DIVISION 5 METALS OVERALL THICKNESS. UNDER NO GIRGUM570RS WILL A DOUBLE GLAZING DIV1510N 9 FIN15HE5 DIV1510N fro ELECTRICAL �/ 5Y REMOVABLESTEINCORPORATING A REMOVABLE STORM SASH BE ALI.OLUED. SASH SHALL. BE FACTORY" GLAZED FROM THE INTERIOR BY USE OF APPLIED P/C GLAZING 5E.AD5 W!TH EPDr••I GLAZING GASKETS, THE SIZE OF THE BEAD 5H,�,LL AGCOMMODA'E 'HE GL455 THICKNESS. PROv'DE TEMPERED OR SAFETY GLAZ!G WHERE REQUIRED MET-A`5 5Y CODE OR !ND'u'5'RY SAFETY STANDARDS. GYPSUM BOARD ELECTRICAL (SEPARATE PERMIT) GEI`*FIQ"L ALL 5'RL,C'UR"L S'EEL SHALL BE DE'A!LED, FADRICATED AND GENERAL: GENERAL ER-EC'ED !N ACCORDANCE WITH "ISG MANUAL LATEST EDITION. uJEATHER5TR!PPING: INSTALLATION AND FINISHING OF GYPSUM WAY WALLBOARD SHALL CONFORM ELECTRICAL SSES TEM IS TO E BIDDER DESGN. THE CONTRACTCR 5:;ALL 5'Rt.c':1RaL AND MISCELLANEOUS S'EEL TO THE; GYPSUM W4LLE30-ARD MANUFAC'JRER'S STANDARD SPECIFICATIONS, BE RESPONSIBLE FOR -,-4E DESIGN OF 'HE SYSTEM ,AN 'HE PREPARATION PROJECT: OF ANY DOCUMENTS REQUIRED. THE CONTRACTOR SHALL 05%.'N ALL ' ALL STEEL PL-AYES, FLA' B-:RS STRAAS, AND 5'RUCTURAL SECTIONS -ALL OPER-ATINCv SASH N1E"''E3EF�S SHALL BE DOUBLE U1EA'�HERSTRIPPED WIT a EiTRUDED EPpM. U EATHERSTR'PPING SHALL BE REPLACEABLE W'THOUT INSTALLATION: NECESSARY i=ERMITS. NEW BE aST"1 .:.-36 ,;N_ES5 '�O'ED ?HE J .:L 5E OF SPEG' TOOLS OR SKILLS. FOR SINGLE LAY ER ATTACHMENT USE 1-114" L.ONG BUGLE HEAD SCREUiS " AKE INSTALLATION OF ALL ITEI-15 IN GCMPLETE ACCORDANCE WITH ALL ALL 'JBE COLJMN9 TO BE 503 FS . 4b K5 AT 12 INCHES ON CENTER FOR WALLS .AND CEILING. CODES AND REGULATIONS SET FORTH 5Y ST-ATE AND -OG,AL AJTHORIT'E5. WAREHOUSE ALL BOLTS OSTM A-30' HARDUTARE JSE 5."8" GYPSUM D BOARUNLESS NOTED OTHERWISE. ALL CONTROLS AND OPERATING MECHANISMS SHALL -!EE' =•GGESS 3'�'TY' REQUIREMENTS. ALL S'EE_ 'C "AVE ONE 5.4CP CO.:' OR -O BE GAL✓.ANiZED 'F NOTED PRO./'DE THE M-ANUF.ACTURER'S 5'•:NDARD HARDWARE �ABRIGATED FROM r''O'STURE RE515'ANT BOARD SHALL BE USED IN THE RESTROOMS AND OTHER AND UEEfCE DAMP ENVIRONMENTS. SUBMIT ELECTRICAL PLAN FOR RE'✓IEW BT' ENGINEER AND THE G'TY of "G ^RD. BUILDING .ILL ..IELD$ ETOr•r F'ER AUJS :i'AN^ARDS BY GERT'CIED UJELDERS 1'4" ANON-CORROS'`✓E r"ATERI.AL AND OF SUFF'CIEti' STr�ENGTH TO PERFORM T5 '" F LLE' LJELD ''P!CAL UNLESS 07HERW15E NO'ED. '"TENDED FUNCTION. FOR APPL!C.:T!OIN OF HARDWARE USE FASTENERS THAT FINISH: ' 6055 S.W. 74th "1A'CH THE FINISH OF THE 1-t,:RDWARE BEING FASTENED. 'NG ARCH"EG'JRAL ' SMOOTH FINISH, READY TO RELIEVE PAINT. igard, Oregon 9 7224 GLAZING STO}?5_ SC C�'E - "LiENT: PRO`./IDE SCREW •APPLIED OR SNAP-ON GLAZING STOPS 1 BEADS) COORDINATED QRo JE ALL FL 46"NG5 GL ADD INC AS RE Qu RED 'C PRODUCE A WA'ER WITH GLASS SEC;-:'ON INDICATED. FINISH GLAZING SOPS 'O MATCH ExTER:OR John Duncan �. G-' "55E"'1BL Y IL.NDOW FINIS:.. 6055 S,V1, 74th 5'EEL 5-..__ BE :4 GAUCaE PER ASTM A446 '"SEG` SCREENS Portland, Oregon 9 / ','24 •A..L ""-.'ER A- SH-A`L H.4vE a G-W GALVANIZED SC)"'!NG PER PRO'✓IDE RE`"O✓ABLE 'N�oEGT SCREEN PANEL FOR EACH OAERABLE SASH, .5"" "!llt, 1,'11-+ 18X;4 'MESH AND ✓INYL RETAINER SPLINE, Licte: CO-OR S" BE '%­_E B...F ,mER TAY LOR 11E'AL PRODUCTS SAMPLE COLOR SNA_, BE K"TAR 5C'C 500 BAKED ON AAINT $Y S'EM 4EN• L- Drawn by. Ys ARO✓'DE CC-CR 5"—l '..E FOR ENGINEERS Ar-'PROVAL. FABR C-ATE JJINDOW UNITS TO COr-1PLY" WITH IND.C"TED 51ANDARDS. UNITS ("hocked by JRN t�-:S-ENER5 5HALL BE REGLAZ.ABLE WITHOUT DISMANTLING SASH FRAMING. „ob No.: 950110 I •'•.... 1`48'EtiFRs S+a.ALL H.+vE= B%.KE;') ON FINISH TO M.A'CH MpT.AL COLOR. Drawing !Jo.: SPEC2 I - ~•:S'ENERS ARE TO HAVE A NEOPRENE TYPE WASHER +'APPRCVED BY ME'-'•L PREGLAZED FABRIOATION: E -:".J=AC�RER �'RO'✓'�E OvERS'ZED HOLES IN CLADDING AS REQUIRED PREGL"ZE UNITS AT THE FACTORY' FOR APPLIGAT!ONS INDICATED. ALL UNITS S�'ECIFICATIO .OL. TOR '.4EIII Fx="NSION AND CO�N'R.ACTION SHALL BE 'N&DE GLAZED FOR EASY REPLAGEI`-FNT AND SERVICE FROM THE IN'ERIOR Cr- 'HE BUILD'NG. _OC.A`E F.:S'ENER9 SC •HEY PRODUC-E a PATTERN, EVENLY SPACED AND GNE;. :i '•-4'N 'HE GADDING ST STEM. 'STALLATION A— 5" ALL BE NE~1MFD. COMPLY WI'H MANUFACTURERS SPECIFICATIONS AND RECOMMENDATION5 FOR INSTALLATION OF UYNDOW UNITS, HARDWARE, OPERATORS, ACCESSORIES AND OTHER Cs."FRS AN� DOWNSPOL;'S ,;JINDOW COMPONETS. 0 4-ND ::)C)J,SPOU'S SHALL DE TAHLE BLUE COLORED. CC-OR '''_• 4�L '-'A'C" COLOR SAMPLE PROv!DED BT TA-1 LOR "^E'-AL "'RODuG'S c'RO✓IDE COLOR 94"1PLE FOR APPRCvAL �•"E R9 3- BE 5EC...RE"-� FASTENED TO M.ASONR` WALL A%ND 5�44LL ''ERM NA''o►+ G:+P° A' THE CONNECTION TO THE RAIN DRAIN. c -A•-,- "'4'ER SQA,_ BE A M!N'MUP" OF 24 GAUGE AND CORROS'ON SHEET 0 15995 SW 74th Ave. BUP95-00507 e5 5 of 32 LEGIBILITY STRIP = 8 m - 3 4 5 6 7 8 9 10 1 1 12 13 14 IF 17 1 ? 20 < I c2 23 24 25 7_6 27 CD Zt I t OI fs HON) s IOZ' 2 5 *X Ill.t,l�.L11a1►.Lil�.lLu.�,�,l�.i,lal.l.l i,J.a.11�.��111�.1.I�1_I•►.l i-1�.1.�l�i.l I I I I I I i I I i I I I I I I I��I I I IJ I LI I I I I I I I I I I�I I I I I I I I I I I I I I 1 I I I I�I I I I I I I I I I 1 I!LI I I I I�I I I I!I 1 I I I i I I I LI I I I I i I I I I I I I I I I I I I I I i f!�11 I I i I I LI I I I I I I�La�a-I-I I L1�11_I L(a1�Li�>ri�l II 11L 1 i.l IJ i I 1 I i�°� , ,F 4• l FLOODPLAIN WETLAND Z711NC y f _ -- I / 1 � and Construction Services I ---- / oNc. PAD 0 ,, 9025 S.W. Center street P.O. Boz 23184 ii arJ, Oregon 91223 di --— It 1 Phone: 503 620-2 FAX: (503) 684-, r TT �" PROP05ED 5UILD INCA WAREHOIiSE AREA 8360 3F. •' •- • ' . . ' . ICE HIS C 8 / ARF M FIRST FLOOR OFFICE 01 AREA 932 SF. . . .- • (TWO STORY SECOND FLOOR OFFICE '1 AREA 932 S.F. �. NEW 5' /r F F •a • r (RST FLOOR OFFICE '2 AREA ■ 1813 5F. SIDEWA1 K 1 Ei15TIN� 4©":41A, i I c=am -' �� o �_. - c-� SECOND FLOOR OFFICE 02 AREA 18'13 5F, ELECTRICAL---_ . • .•.'!• t' • TRIINSFORMF.R - CO TT �D TO MAI I= •`\ r• .' .T H} PO10 �• GREENED 10'x1'1 ' �1 �.. - 7IP. I j a0 I I / • . "TER LOCATION 0 1/1 // �, l I I I I I � I / •• ••. PE STRIAN ACCESS-.., ` -. •. - I �-x E.O. PAVEMENT , I 8 SP ES • 8 8" ■ 69'-4" 9'-0" b'-© • REFE TO 3HT. 0.1 •� 1 I _--.___.•..__..__. �\G` . . • 1 - r _ HC. PARK( - REFER TO 5H OFT-ICE / - 25' I \ m2 AREA 1 - YGLE ' I --- 1 PEDESTRIAN (TWO STORY) C-1 PA INC RACKS "ft�� I Zm Ar-C.E 55 (SEE /C-I) �'_-''_• BLOCK WALL - TYP. � \`b,IGHT POLE --� 1 CATCH BASIN-- \ - TTP. REFER TO 119 HC. 51GN1 II ACGES5IDILITti f• -I I I \ NOTES ON 5HT.0.2 1 1 , \` ` j •' , ' , ' , • ' • ' HG. PARKING CURB RP 1 \\` /--`'_` ;p T• _ '• REFER TO SHT. '0 ;;� (SEE DTA.. 9/C-10 1 1 \ w-- - --- - - - - \ PAVING s _�� EXTG MANHOL 1 ' CONCRETE -- C. 1 ,I, 1 I WETLAND BUFFER \ c`tv SIDEWALK � 1 AND CURB r _ �' � � CP G •1" � 1 \ ` • I I H \ \ \ —CATCH BASIN - (SEE vc-v ExT'G FIRE C. �1 �1 - 9-9co PERM17 1 I E, 2 T SSU HYDRANT 0 � ' I 1 o _ a U I -5-015 REVISIONS PER PLANPIII�a � _ �-' � � � _ • _--- EXTRUDED LIGHT POLE � � W� I , I I 11 DEPARTMENT REVIEW WET!AND \ \ 1 ��_� �. CURB. r - - - -- --- -- E.O. EXTG I NEW CONCRETE I '- I I REVISIONS: APPROACH f I PARKING I , 01 (REMOVE EXTG T SIDEWALK) ' PROJECT BOUNDRY -_ % / � � •� I , \ SEE 4/C-1 0 W 1 I E STOPS( '.� , T P. �4'-©" - =r �_ PROVIDE _::;LXTIIONAL - • . • •• ���---1 LANDSCAPING AT ' 14'. 1 W I ' I AGESS 'DRIVE I W G 0' Q, c 1 PARKING AREA EXT'G pAvED � ---- co/ •' r -* P i �1 I �! NEW GONG CJ FLOODPLAIN ^7 ti� �] „� G i `G ry' % 1 1 'I �^ 1 \ y � l J I EXISTING / 5 NCC POND // A INC-- a I C, �, RED -> > 10 1 G f �\ 9� �-� _ �� -� NEW LANLSCA�ED PROJECT: SITE DATA ,'��, __ ►- I LIGHT POLE�� --- I ISLAND. I Q, 1 - - - --- - - - -- - - � , �. I I NEW PROPOSED I 1 - - - - -- / ' -� 1' EO'BENRECONF G PA11v!a 1 ' PARKING: ---------- ----- 49 SPACES f BUILDING ' PROPOSED DEVELOPMENT: 1 iU�cD WAREHOUSE r WARE HOUSE/MANUF. - - - --- -- 9 EXISTING H ARKING �•I OFFICE - -- - - 28 OFF:CE � EXTG. A GESS EXISTING _- I I I AND OFFICE EXISTING DEVELOPMENT: RE TO SHT. 1 , TO BE 005E I 1 I ! I DITCH, NEW L�NDSGAIF'ED 1 �• WARE HOUSE/MANUF. _--_-- - .._-------- 5 0 ?� M 1 AN LANDSCA D I I /� , . OFFICE ----- - _----- ISLAND. BUILDING TOTAL REG2'D 49 �. • .•. a 1 � i I ' 16055 S.W. 74th r �, F'ROJEGT -- _ �' {' 1 . •.•.- . '� , --- � . r Tigard, Oregon 97224 BOUNDAR"I - �-; CLIEN T: �I WEST OF '14th 1 _ /'� EXISTING f1 1 I - I I John Duncan PROFEGT BOUNDRY I.i A.G. i 48,546 S.F. (10my.) � � /1/ I 11 POND �� (� i BUILDING 11,165 SF. (24fo%) '' \ - ( I r_ -/� T V IMPERVIOUS SURFACE I9,bb5 5F. (40.5%) 16 0 5 �.W. 4th 1� _J EX G. i LANDSCAPED AREA (INCLUDES BANK) 16,942 S.F. (34.9%) i I ,(� I Por+land, Oregon 37224 a I , ly I ' EXTG �E55 EAST OF Toth /TO BE GLIOSED , I - - I ' I i j I PROJECT BOUNDRY 12,259 5F. 1100X) / AN LANDSCA I _ Date: 9„ 18 ,95 I r , IMPERVIOUS SURFACE (PROPOSED) 32245P. (263'x) I F - Scale: =20 r r F IMPERVIOUS 5URFACE (EXISTING) 1,191 SF. (58fo%) EXISTING BUILDING / f W n/ 1 E ISTIr.K, CURB LANDSCAPING 1,844 SF. (15.1%) "JADCO LTD." � ��' � � l Drown by. SET' Checked by. JDA I , - _ I ,lob No.: 950110 r/ / f i G 1 9� -LIGHT POLE browing No.: SITE-1 GO�IPLETE SITE NOTES `'' - _ -��--- SIDEWALK TO �r R.O.W. OF DURHAM 1 1 2 ' - - f I I t 3 SrrE PLAN j I ROAD. I SEE DE'AIL �' �_ � I ._. I 3;C � T ' I. ZONE PLANNED INDUSTRIAL j / 11 c G I IIL 2. FLOOD PLANE • 1290 FEET , , !� 8 -- -_� 3. EXISTING POND ELEV. - 12500 FEET: (MID-APRIL) EXTG. S DEWAkK n/ - - _ '�_ - 4. NO DEVELOPMENT 15 TO OCCUR WITHIN THE FLOOD PLANE. - ll_ _ - 5. ALL POLE LIGHTS SHALL BE "SHIELDED" FROM FANNO / AND RB / • 9 ` _3 CREEK 4 WILDLIFE HABITAT AREAS, , 1 - - -- - - 1 4. S.W. DURHAM ROAD - --- 1 � y `�� -- (L w -- r C NOffrH I I CONTINUE EXISTING EXTG. �IJRB OVERALL SITE PLAN SIDEWALK TO RO.W. / I �e OF DURHAM RD. I"■?0' SEE DETAIL 3/C-1 , TAX MAP NO. 251 113AB 1"�� -- TAX LOT NO. 800 bb4 AC. 24'-0" I Ib'-m" I I r C-1 15995 SW 74111 A 4. BUP95.00537 6 of 32 LEGIBILITY STRIP : - - 3 6 7 8 9 10 11 12 13 14 16 17 19 19 20 21 22 23 24 25 26 27 26 29 30 OI 4 g L b HON( G Ioz 117 oz , III and Construction Services I 9025 S.W. Center Street s P.O. Box 23184 Tigard, Oregon 97223 Phone: 503 620-2 j- / ••,•, 1 �` FAX: (503) 684-3 / _ 1 50l� G ON TLS AIN •• •• , 1 „- / t I l I ------------------ i — — —— - - -� \• � G . 4 — ——— \ c I 1 2-24-10 PERMIT ISSUE 1-5-96 REVISIONS PER PLANK DEPARTMENT REVIEW l ' REVISIONS: — - ' Of �o 0 I I I / hIV ft) co EKSTING FOND PROJECT: - I I NEW �'' I I WAREHOUSE - - 1 AND OFFICE r - 1 COMMON NAME SIZEIMINJ SPACING QTY SYMBOL �- -- .. - - -._ - - -- j --__— I � XIG TREE r BOTANICAL NAME ' i 1 __ _ _ 1 I BUILDING IFAYWOOD ASN i. ALL LANDSCAPED AREAS SHALL BE PROVIDED W/ AN IRRIGATION 10 FRAXINUS OXYGARPA RAYWOOD 3" CALIPER! AS SHOWN II Q I 16055 S.W. 74 h StSTE`1. ---- -- -� _ — - — -- - -- _ 1 Tigard, Oregon t97224 r �- - i•LR' --- PSEUDOOTSUGAA MENZIESII _.._�-CA - -- .� THE CONTRACTOR SHALL PRO,,/IDE IRRIGATON DWGS TO THE CITY 3 I _ 3 G.:LIPER AS SHOWN O g g ' ►•- OF TIGARD FOR APPROVAL. - -- lK THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" � ST. JHON'S WART � f •� I CLIENT: Nl'ERIGUM_GALYGINMU 4" POTS 1 Iib dQJWN J ALL PLANTS SHALL WNFORM OT ALL APPLICABLE STANDARDS OF 13 _ PHODODENDRO_N AN.S. 1?60.I — —_ G -�_ ANAH KRUSHKE — - 5 GAL. CANS As SHOWN �� I John Duncan �- - -�- DAVIDs VIBURNUM 3 WLMINIMED RM BARK-x BEDS OO ORE EAPIN, SANDY-LOAM SOIL AT PLANTING BEDS 15 - L -- ' _ 5 GAL. CAN SI 4'-0" O.G. r I 1; 16055 S.W. 74th 1 + 7 Portland, Oregon 97224 - -1 ' CHANTICLEER FLOWERING PEAR � --- __ ---- 2" CALIPER 20'-0" O.G. / l PYRUS CALLCRYANA CHANTICLEER ' a TREES 4 SGHRUBRY AT ACCESS POINTS TO SITE SHALL BE MAINTAINED IN ----- T `---- --- - -- � COASTAL PINE ORDER OT PROVIDE A 30'-0" CLEAR VISION AREAL NO OBSTFAUCTIONS 3 a - — - PINUS GONTORTA 2" CALIPER AS SHOWN I, II Date: 9-18-95 PX ARE ALLOWED BTU,N. 3 1 8 FEET ABOVE GRADE IN THESE AAS. .-_--- - .- ---_�--_----____.— -- _— 3 -- _ CLEVELAND MAPLE , n� I Scale: 1"=20' l� 1 ---- _ - - --- ------ — ' AGER PLATANOIDES 5. PROVEDE PROTECTION "F1„ CALIPER AS SHOWN Drawn by. SET 2"FENCING” AT ALL EXISTING TREES WHICH ARE �--- �_ __ _ —_ � TO REMAIN. 2 ARBORVITAE Checked b y JDA _ - tHUJU " CALIPER AS SHOWN I + I I +_ I _ Job No.: 950110 L_ CLEMAT S ATRMANDII 15 GAL. CANS AS SHOWN �! / / � ( I � - O I Drawing No.: LAND1 -. ' CLEMATIS - D - - - - - IS GAL. G AS SHOWN RED CARDINAL _ _- / JAPANESE WISTERIA -- LANDSCAPE WISTERIA FLORIBUNDA i5 GAL. CANS AS SHOLLN • � ----L------ _-__ -___--------- --- �— PLAN c 1 LANDSCAPING PLAN �- --- - -- - � + A SHEET / I I ----__ _ --- -_ 15995 8W 74th AV 1 8UP95.00507* 2 ?of 92 LEGIBILITY STRIP O 1 2 3 a�m 5 6 7 B 9 10 I i 10— 12 13 14 16 17 le 19 20 21 22 23 24 25 26 27 28 29 30 .i i 81 I I of ON 2103 BQ IOZ Q $ b -•�1.�.11•�LLtl�,1�.1.�1,�1�.111.����I,�J.th<.�L�J�.I a l i.�L1.11�.1.1,1�1�.1 I LI V I I I LI I I i I I)I�I I I I LI I LI I I I I I I I I I I�I I I I I I I I I I I I I I I I I L I I 1 I I I I I I I I I I I I I I LI I I I I I I f I I I I I I I I I I I I�I I I I I I I I I I I I I I I I I I I I I I�i I I I I!I I I L I I I I LI Ll�iltl.tlilL�l l t��_l�.l i�_L111�.L1I S I I Li I i I I I I�Oz ydr �► C , -� , A Tand Construction Services :rlc. I 9025 S.W. Center Street s P.O. Boz 23.84 , -- 31'-4 1/8 b9' 4" ,-__ ._ _ -_ -- - .-- . _.._ 31 .� Tigard, Oregon 91223 31'-4.. I Phone: (503) 620-2 1 F AX: (503) 684.36 132'-0" 1 N /4 5PLIT FACED CMU-TTP. ' j IV I w ' -R. FIRE RESISTIVE CONSTRUCTION 3 Fj A, I SEE 5uEET 0.2 AND 4/4.3 WAREHOU5E MANUFACTURING � t. 2A 8360 SF. t © I •LW i SE X I aG ; R�6TROOM 1 1 \ 1 1 OFFICE ; ' 5" CONCRETE SLAB PE R'"11 : 155uE 5'T MME TR'GAL 932 S.F. - 9 ABOUT THIS LINE REVISIONS: It OF OFF'C E - •t r• _ COLUMN ; 1--, Il-4 OF OFFICE AND WAREHOUSE 1 f __.._ --�— BE WALL 4.4 1 1 2xb • 241' O.C. 1 i1'-6" 10'-10 1/2". 0 I/2" ? 1 15/Ib" BF,4RING 'WALL- v 2i!b • 24" O.C. \ � -- --- - - -- •----- - - - - ---- W' S.8" GYP. BD. TY P. , ---- 4A -ONE HOUR 1 - `. (43 i I I STAIRWAY `r ! ENCL05LRE in FIRE \ I I CORRIDOR 5pR!N< - - �,' i 5TORG. WOMEN MEN ELEC. - I SYSTEM. ROOM �l ROOM - I J p _ - - - I1'xl4' T \ —+----- \` BEARING U10I I i uP PROJEC i d �? T: WALLS I 1 + - -- — - -# c2xb AT 24'x. _- . .. NEW - WAREHOUSE BEARING WALL 8 aa`l 2x6 • 24° O.G. o O 1 W, 5,8" GYP. BD. AND OFFICE OFFICE 4` ' __FURRING WALL BUILDING 2X6 • 24" O.G. 1813 SF. 1 FURRING WALL -- --� W/ 5/8" GYP. BD. i 2xb • 24" O.G. } W/ 5/8" GYP. BD. °? 1 6OJ5 S.VV. 4th _ T.5. COLUMN 1 -� of FURRING AND o ~`- ��. --- --- - {(� Tigard, Oregon 9 /: 24 GYP. BD. ---BEARING WALL -- B)=.ARING WALL t 2x(o • 24" O.G. ;l_IENT,_ I WGYP./ 5i8" GP. BD. BEARING WALL--- « TYP. yam, John Duncan 6055 S.W. '74th v0 I I Portland, Oregon 97224 i �a 0• I `� I ea / �� � ,' Date: 11-17---95 Scale: 1/8"-1' 0" t ' Drawn by JDA L;hecked by JRPJ 1 ! Job No.: 950110 ')rawing No.: FLOOR-1 4'-4" 5'-0" 4'-0"I 11'-8 3/4" 1'1'-11 1/4" _--- - I1'-II 1/4" 1 �2'-8 3/•4" 4'-�" '.m" 4'-4" 11'-0" 10'-0" 1p � FIRST FLOOR I 31'-4" 69'-4" - 31'-4" 1 PLAN I I � /J1 3� 2 NORTH FIRST FLOOR PLAN ''HFET - - IN = 14 - _-_--- - REFER TO SHEET 0.2 FOR. DOOR AND WINDOW SIZES. I 15995 SW 74th Ave. REr•ER TO 5NEET 0.2 , KEY NOTE "B" FOR EXIT SIGN eUP95-00507 LOCATIONS AND REQUIREMENTS AND KEY NOTE112 * 1 801 92 "D" FOR FIRE EXTINGU15HER NOTE AND LOCATIONS. LEGIBILITY STRIP �T pm 4 5 6 7 6 9 IO 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 -iy C DZ1 1 t CI y HOW 'mloa Q � 02 �>lt�>�•�a.l lX1 1 1IIl1J11.1-I��al11ILI1.1 I-ILLI_l.1LI LII111IIIIIIII IIIITIIIII111I111I111lilt,IIIIIIIIIIIIIIIIIIII1III11II111I11111III111111IIIIIIIIII II II1IIIIIIII I11111_I� .1.1111 l.1ilLI1i.111.1.1).la.111111 1-I�l�11_11 J�1.I1.1a�.�1-L�1J1 OF r I i1 (3 I I and Construction Services Inc. 9025 S.W. Center Street s Pi Boz 23784 31'-4 1/8" 31'-411 I 69'-4" 4 Tigard, Oregon 97223 Phone: 50 - I ( 3) 620 2086 FAX: (503) b84-3636 I I i 1 t I 9'-m' ...___. _ .. .- ----- --___ _..__..._._ _ -------- -- •-- -. _. .------ ------ ._..-- - - ---------- ------------------------ 132'-0".._____— __-____ ------- - - -- ' 1 j I 1 /• `. ,---SPLIT F.=AGI`D GMU-'1`P. jt � .a % 1 • { " (k) p - ---- -- f I} 2B F A 4.4 `� 2rb • 24" `-- r O.G. FURRING r �;,NDo� L•:�OUT OFF;GE I `� — L -21-16 PERMIT 155UE jo•. 912 1 - t ;IFV SIONS: } it, Or OFT-ICE .v (j k (L OF OFF i GE AND WARE"OUSE \ • 2r6 a2a" O.G.•� ^~ \BEaRINc; WALL -p IB t y 4.4 t fll �-✓ 2r6 FURRING-TT-P. r •W, R-„ --------------- - ------ --- - -- -� - - - - 1 � 4,4 I. 43 hT ROOF Or ONE r40UR 1 ' GDM ORR OR S'i STEBELOW (NO DOOR AT SIM.' WOMEN I MEN i A. y 777 a DN. DrJ. I j-1-1 I PROJECT: 1 °o I e o NEW (\4� AND OFFICE _ a OFF I GE BUILDING 0 —2x6 r _ ❑ ❑ I.Iard, Ore qr)n 9 i 224 I . � r r I '�;�✓ ► John Duncan r N. 16055 W. 1 F UrtlCJrld, Dnt11 -1 /--95 k Scale: 1/8"-1,0.. Drown by JDA Checked by. JRN } Job PJo,: 950110 Drawing Nn.: F1_00p 1, 4'-0" 11'-8 3/4" I?'-il I/4" I IT-11 1/4" -I 12'-$ 3_4" L4'-0" SECOND FLOOfi 31'-411 69'-4" ## PLAN 31'-4" I , , w 3 2 I 1 n NORTH SECOND FLOOR PLANIN = 1'-0" SHEEN 2 • 15995 SW 741h Ave 8UP95.00507 9 of 32 2f LEGIBILITY STRIP ` 2 ? c 5 6 7 e 9 10 11 2 13 14 16 17 !e 19 20 21 22 23 24 25 26 27 28 29 30 C D of Q 4 4J to HOW 011103 ��1C1 }1.a��l�Lt1Jl J11�1�,1i1.11�J�11�.>�llll!ILl�1�111>l�IaLLLLLIiIIIL111I11111TI III I'll I 111111111]ILIIIIILII11111111111IiI111111111IIILllIi�1111111111111111111IlIIIII III 1111111111 ilIILLLII)II l�I�l.X 111.1,i.1.illJ�lil�l� �.l.�.1�1.11111.1.1.1.1.11JII oz 25X1 'f one Construction Services In 9025 S.W. Center Street i P.O. Box 23784 Tigard, Oregon 91223 Phone: '503) 620--208 FAX: ;503) 684--363 q,y 60"',' --i P AT ROOF DRAIN R9Q AT PARAPETpf �0 -— — -- �— !sU'TER i l CRICKET TY"P. - ROOF AND OVERFLOW ~! TOP OF CRICKET MAie. EL.■ 25'-O 1/4" f -� DRAINS I ' r i SKYLIGHT-' YP, CANT STRIP P. - u u. ol ^^EGN. UNIT LOCATION 1 !k q' — – ', PERMIT ISSUE RIDGE L" ECIO�I *_ '^I o,w REVISIONS: P'' I oil- ;ow Ilk a W ■ L i i 3 1 ) MEGI4. UNIT LOC,4TION r150 LBS. EA.) ■ PROJECT: �© ROOF ACCESS - ��' i �r� i i �; i ti� ti� DOOR ��a NEW ---� 1—� Ilk „� 1� CANT STRIP-TYP. WAREHOUSE m�\a 10 CRICKET tim/ AND OFFICE .� BUILDING L '� \ 16055 S.W. 74th m Tigard, Oregon 97224 ?' tim � tim” m� m UIENT: gym ' z !�� : 1 ti� – -- y I John Duncan 16055 S.W. 74th ,o Portland, Oregon 97224 i SCUPPER AND DOl1�JSPOUT � �' Date: 11--17 -95 ! � CONDUCTOR - TYP. Scale: 1'=20' Drawn by. JDA { Z Checked by: JRN , Job No.: 950110 7rowina No.: ROOF ROOF PLAN NORTH ROOF PLAN ,�. : ,_o• SHEET 2 15995 SW 14th Ave. BUP95-0050' * 3 10 of ]2 LEGIBILITY STRIP c- 2 3 5 6 e q 10 12 13 a 16 17 1e 19 20 21 22 23 24 25 26 27 2e 29 30 Z I I I 01 e e HONI 9yl OZ i111J111�1t1.1111.1►11111J.1��11,1t 1G,Ulai.tulia �J���ala.Itl1�I�LII�.LIJa.1.111J�.lL�t.1111��I1�1I1I1I1III1IIII I.!IITIIIII111111I111L1� .Li1111I1IaJla.�l.�fl��,�LLLLIII�.1•lll.1.1.� a�hlll���1111.1111.1111�11111�1 �llllltlt).Ll,�la�►llwoz f - 'HESE RECESSED LIGHTS ARE TO BE LOCATED and Construction Services In IN ROOF OVERHANG ABOVE ANE) ARE - TO BE GONTROLED BY LIGHT SENOR r —— - - -- --- - - -- ---- - - --- - - - — -- - - - ------- - ---- - - -- - --- - - - - - - - ----- 9025 SA Center Street P.O. Sox 23184 r Tigard, Oregon 97223 Phone: (503) 620 2,7IJ / II FAX: --(503) 68416 O O -_ I L._ l i O O O O O \ I X l ' 1 I EQ EQ, .� EQ EGA. SECOND FLOOR PERMIT ISSUE REVISIONS: rr-� 101 0 ILL PC Ld � ' f f -- f 1All ik-j" il , I I -3' 4'-m -m" 5'-3' 14 -0" t�� ❑ ❑ Ili / PROJECT: NEW WAREHOUSE FIRST FLOOR AND OFFICE BUILDING SECOND FLOOR 16055 S.W. 74th ' Tigard, Oregon 97224 - - - -- - - - - - - - -- - - - -E L ! GPT I N G 5 ----- - � John Duncan C. PDULE I - - ----- ------- 16055 S.W. /4th SYMBOL DISCRIPTION MANUFACTURER Portland, Oregon 9 /2'._4 RECESSED "CAN" LIGPT LITPONIA - O WHITE TRIM, MATTE BLACK SPUN ALUMINUM BAFFLE 100 WATT INSULATED "CAN", CEILING WILL BE INSULATED Date: 11--17-95 EXTERIOR, SURFACE MOUNTED WALLPAGK - LITNONIA NI••TEK Q COLOR: BRONZE HIGH PRESSURE SODIUM /8N-11-0N LIGHT TO BE CONTROLED BY LIGHT SENSOR SOLD Drawn by. JDA EXHAU57FAN W/ WHITE GRILL SELECTED BY CONTRACTOR I Checked by. JRN ® EXHAUST FAN MUST PROVIDE A COMPLETE AIR CHANGE PROVIDE OWNER W/ CUT SHEET FOR APPROVAL. EVERY 15 MINUTES. y Job No.: 950110 13 SURFACE MOUNTED FIXTURE I 'SELECTED BY CONTRACTOR Drawing No.: LIGHT PROVIDE OWNER W/ GUT SHEET FOR APPROVAL. LIGHTING O WAREHOUSE i_IGNTING LIGHTING TYPE AND LAYOUT TO BE PROVIDED BY R CONTRACTOVERIFY REQUIREMENTS W/ OWNER PROVIDE GUT 514EETS AND LAYOT PLAN FOR APPROVAL. PLAN I ! ----- ----- I I REFER TO SHEET .).2 FOR EXIT SIGNAGE LOCATIONS. REFER TO SHEET 1.2 FOR EXTERIOR POLE LIGHT LOCATIONS. SHF T 2o419995 B95 741h A1►e. UP95-00507 1101 32 1 LEGIBILITY STRIP O I 2 3 4 5 8 7 A 9 10 1 1 12 113 114 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3 *r1 1 1 Q1 b � IIIlHONI 6OU1- 10 Ja1Jl�tl�lLW�t11�1t�1.11�1.< .LJ1�I�.�lt1lJ.ILJIiJt.11_IIJIIJ.LJJ!L!III!�JIII!ISI!�!I!L!ISI!I�IIIIIIIII!I!I!IIIIIII!I!IIII�!IIIIIIII�II!LIL�I 1tL�LI J !I I! I�! ! II ! Oz J,�.1.1 t I , JJI VIII.LlII1.IJI_ll1lIIL�11.I).L1JJJ.IIJ��LIJItI.IL!LtJtlllLlidllll!Il1llilll�. . P. t, w; Aso' and Construction Services I 90,15 S.W. Center Street s P.O. Boz 23'82 Tigard, Oregon 97223 Phone: (503) 620••2 1 AX: (503) 684 3 5 4 3 -e 2 4.1 ` __ I - F' "1ETAL COP (BLUE' I -- - EXTERIORI LIGHTING METAL COPING (BLUE) .- METAL COPING AND FASCIA (BLUE) I -- SMOOTH FACED CMU (BLUE) i W/ SMOOTH FACED CMU (BLUE) CEDAR SHINGLES /GREEN STAIN) 43 j TOP OF CMU T•O.Gt-tU 1 1' «� _> ��• :_ -- - SMOOTH FACED CMU (BLUE -- -- --- l'1, ._ - - --- T-1 - - VINYL WINDOW 5Y5TE''•'I 'BRONZE ezza 1 © SILL FLASHING (BRONZE' '!LlI1I11l11!!IIl1�1.LllllllllllllllLI111I1: - _._.-_ -_ . —-_ I SILL FLASrI!NG (BRONZE) EE EMU& T1T.O. SLAB _ _ - ! - _ — - __ -- -- - — L,- ,i PERMIT 155u I ' ;I 11 I ..� a s E - T.O SLAB REVISIONS: / \ GRIDDED TRELLIS (GREEN) \ ?, VINYL WINDOW-TYP. I 5"X3" DOWNSPOUT (BLUE) ;� �� (BRONZE) \• \ INSULATED METAL DOOR (GREEN) - —SPLIT FACED CMU- TYP. - -� J \ '� \ �-- CEDAR SHINGLES (GREEN STAIN) SMOOTH FACED CMU (CREAM) \ - - INSULATED GARAGE DOOR (BLUE) (CREAM) ----- SMOOTH FACED CMU TYP. AT ANGLED WALLS (CREAM) AT ANGLED WALLS-TYP 1: SOUTH ELEVATION A QQ 6 P f 'r s S 103 4 5 PRO��C': NEW ---METAL COPING (BLUE) WAREHOUSE RIBBEB METAL SIDING (BLUE) B AND OFFICE I i GUTTER AND DOUrNSPOUT (BLUE) I I 4.1 CEDAR SHINGLES (GREEN STAIN) BUILDING I 16055 S.W. 74th I '.O. CMU AT EAST AND WEST WALLS I Tigard, Oregon 97224 T.D CMU At NORTH WALL _ CLIENT: SMOOTH FACED CM (BLUE) — --_ SMOOTH FA I U -- GED CMU (BLUE) John Duncan --=--= _----- - -- — ---- -7 - - 16055 S.W. 74th ` -. ___-- - - - - SPLIT FACED GMU - TYP (CREAM" 2Z - .------ .� CMU DUMPSTER ENCLOSURE �-_ _.. ___-_____.—__._____-----_.—_—.- _ _ _—_ _._ -- -- _— _.__. _._._ - - _- Tigard, Oregon— / / I e o 4 Ar VINYL WINDOW SYSTEM (BRONZE) Date: 11- 17-95 s 1 � _� .------- - ----- - - - `—__ —__-- - -- -- -- _ -- -- --- _:_.... W/ (WOOD GREEN) TRIM SCOIe: 1 SSM ;= 11--0 T __ _ METAL COPING (BLUE, :_- .- __:�`_ ---�.-"---_ . _---__---------__-- _ _ _ — — _ .- - T_:._�, �rrrrrrrn�rm/rtrr�rrrTl�nrrr�mrm Drawn by JDA i'� — SMOOTH FACED CMU (BLUE) Checked b YS Job No.: 950110 --- -- - T O. SLAB - _- - --• - - - - - --- - - - - -- ------------ - - \ \ \ VINYL WINDOW SYSTEM Drawing No.: ELEV--1 --- -- --- --- - --- --- -------- __- Wi SMOOTH FACED CMU AT HEAD AND SILL ELEVATION SPLIT FACED CMU-TYP. __�' `VERTICAL MORTAR JOINTS AT (CREAM' 3RD POINTS OF NORTH WALL SMOOTH �-AGED CMU At VERTIC 4L JOINTS INSULATED MEI AL DOOR (GREEN) I HR. FIRE RESISTANT WALL B NORTH ELEVATION SHEEP 15995 SW 74th Ave. 3 ,ol BUP95.00501 12 of 32 CM LEGIBILITY STRIP T0. I 2 3 4 5 6 7 8 9 10 I 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 Z.9 30 r 01 g b ON 9 toe .i l �l�l.tltl�,ll L�.11�IJ1)�1�>���(�iL>�a,l�.la_l�l�l>Lel.l_11I111IIIIIIIIIIII�IIIILIIIIIII;IIIIII�IIIIIIIIIIIIIIIIILI�IIIIIIIIII11111hk�1111111111111IIIIIII IIIIII IIIIIIIIIIII�iIIIII III III III ILLI �.I�IILiIi�iI11.>.L�I��L!�I�IILLIL� I III °� I al r t. , OF 1 - RAIN and construction Services !^ 90')S S.W. Center Street 1 P.O. Boz 23784 ('('yard, Cregon 97223 Phone: (50) 620-20 f AX: (K3) 684-36. OD C B A ' A ; I 4a I I i, 1 METAL DOPING (BLUE) S"00' F"GE D V'J 13L...E �'� \ I\ \\ I I \ � METAL COPING (BLUE) ,, SMOOTH FADED CCNU T.O. GMU AGGENT 57R.PE tBLUE) .O. DMI. 1y` �.1. . �i�l. _ - (BLUE)____ _ —.--_._— - -- --- - - ----_. ._ - --.-- _ - _------- T.G. CMU T.O. CMU I AND DOWNSPOUT ,'BLUE) VINYL _ WIND WS ISOOT GENTERFXED, SIDES OPPERABLE � � � ` \ `� ;GREEN TINTED GLASS) ry . SIAL .a'.D -,EADS-`YP.,BLUE; I �� _�. � ----_-— --- – -- - _ _i: -� CEDAR S�I:tiGLES ."G4EEh S-A'N) SPL;- FACED V-11J -TYP. ('CREAM)- _ - -- -- ,�, 5"�,3' DOWNSPOUT (BLUE) 1 LFM --.. ` T.O. SLAB ; --- ---- --- __ _-_ -----___.— — -- - - — --_ _ --- A- _ - -- - - - __ T.O. SLAB WINDOWS ('5RONZE) Wi ( ` -SILL FLASHING (BRONZE% I IJOOD (GR1=EN) ?R;M - TYP. T - CEDAR 51~INGLES IGREEN PERM17 IS YP. - TkS ELE`✓AT:ON ti,. ,EPERED GL AZED WINDOWS i. RUSIONS: C WEST ELEVATION I i A B OC p , A PROJECT:_. __ f 4.1 METAL GOP�NG '15L1E NEW r { VINYL WINDO4JS (BRONZE) - � WAREHOUSE I I 1 5MOOTN FACED GNI, (BLUE) 5G..PcnER GOr`DUGTOR .a".D DOWNSPtOUT (BLUE) /� AND OFFICE T.O. GMU �BL,.E t - BUILDING GRIDDED TRELLIS GREEN; -- _ CLIFN 1:- --- --- - � _ _ -- - --- John Duncan a +. 16055 s.w. 74th SPLIT FACED CM'J -TYP. (CREAM) Portland, Oregon 9 7124 SMOO'N r4CED GMU AT AWiLED WALLS CREAM) : _ N -- - -�J` -- —._ -- _ _�_- —�_ —- ------- ----- �I I •\ _ -- ._-_ __�� ��—_--:_----._--__ _-------- - --_ - ------_�����- METAL DOOR eLJ=, i Date: 11--17-95 Scale: 1/8"=1'--0" - --------_ - - - - - -- - Drawn by. JDA ,- ----- -- _ -- -- - - - — ---- -- T.O. SLAB -------- • Checked by YS ADDRE55 NUMBERS "S DETERMINED 137 GIT7- Job No.: 950110 ACCENT STIPES BLUE) AT SILL AND HEAD CONDITIONS \' CEDAR 54NGLES c'GREEN STAIN` Drawing No.: ELEV-•2 W.' TEPERE-D GLAZED W'NDOWS DOOR ELEVATION D EAST ELEVATION - - I/8" 1'-0 SHLL ! 15995 SW 74th Ave BUP95-00507 3e2 13 of 32 LEGIBILITY STRIP - j7 F g IO 12 13 14 16 17 ie 19 20 21 22 23 24 25 26 27 28 29 30 zi I I OI q 17 4pNl 0 l0>r' J.�li�111.1.�1�1��IJ.tIii�IILtIILLLI.IITuIII-11.11.111111111!TIIIIIIIIIIIIIIIII[IT,IIIIIIIII II11 .1111111111.41.I-1hIIu-1II111,1111111111111- TLIIIIIIIII'dhili.1.���!iJIJ�111�1.�ahll�.iJal�I�JLLLW11I11�OL `T a 1 h t � Y - -_ _ and Construction Services Ir,: 9025 S.W. Center Street ► P.O. Boz 23784 Tigard, Oregon 91223 I Phone: 503) 620-2086 FAX: (503) 684--3636 i I I I 1 I -®11 1 1 R 1 I I I C2 I i I I 1 I i I TJS OPEN WEB TRUSSES — 1/6" PLYWOOD AT 32' O.G.- TTP. BUILT-UP ROOF SYSTEM SKYLIGHT I W/ R-3O SHEATHING / Il ---14'1 TJI W/ R-30 /� INSULATION / INSULATION CANT STRIP-CONT. / / T.O. C.M.U. T.O. CMU I I FLASHING-CONT. OR - -----.. T TT I I STEP AS REQUIRED d I I e - - -� ' --BATTS 24" O.G.W/ SOUND 81, C.M.U.-TYP.'_- T - - - -"X4 • ?4" O.G. w/ i �' R-1' INSULATION, TYP. - 2X6 • 24" O.G. w/ I Ir l (NON-BEARING WALL R-22 INSULATION, TYP. ' !1 118 TJ. • ?4" O.G. (BEARING WALL) / 3 A PLY-WD. I S-AIRWAY FRAMING � 1 2ND FLr 15 iib GL-BM. C4 SEE 2,4 ON SHT. 4.4 � -1• �-• - � ?Xb AT 24" O.G. iv SUSPENDED CLG, W/ R-II INSULATION BT. TENANT--YP. NON-BEARING WALL CONCRETE FLOOR 8" G111.U.-TYP. - 2-2; --!j PERMIT ISSUE AT STAIRS (ELEv=141'-O") I REVISIONS: - 9 � 2X6 • 24" O.G. W�'_ _ � '-- 2X8 AT I?" O.G. - - --1---- R-11 INSULATION \� T.O. FIN. FIR. (BEARING WALL) -- - _ - ! �1-- . . -- --- ---- - - - -- -- - - ---- - -- --- _ _.. .---- - __ - - --- - - - -- - - - - '� -- -- - T.O. FIN. FLR R 161 INSULATION / ELEV.x 141'-O" - (BEARING WALL) 1 1 EAST /(: WEST SECTION A PROJECT:. NEW E42 WAREHOUSE ' 2 AND OFFICE BUILDING SKYLIGHT TJS OPEN WEB TRUSSES ONE {OUR `\ I � ��_AT 32' O.G.-TYP. � PARAPET /'• �� 3 16055 S.W. 74th ---- r- -fi- -@--- Tigard, Oregon 97224 r.o. CMU I . ----- _--- -- _ 7` T.O. CMU I r-'o R I -- --- i i ,� -- — X�--3/4" P IY-WD. CRICKET i CLIENT: OLID .G. i w/ 1/2" PLY-WD. I _. _� T.O. ,T John Duncan R-22 BATTS I I 8 JI W/R-3O 8" CJ'1 U.-tYP. \ -- - - — I °v� 16055 S.W. 74th = 2x6 • 24" O.C. I I 3/411 PLY-WD, I I - Pirt(and, Oregon 97224 5 9 w/ R-22 BATTS n -TYP. I I 6 3/4" GL.-BM. I I I C 2ND FLR. A ry Date: 11-17-95 I 5" CONCRETE SLAB. 2X8 • 24" O.G. I t-I I 1/8" TJI AT I I = ~ Scale: 1�$° = 1 -0" (ELEv■141'-O") w/ R-22 BATTS I I 24" O.G. W/ R-30 I C Drawn by. JDA 2X6 • 24'�O.C. I I I Checked by. JRN UJ/R22 BATTS I I 0� TO 8 Ad I 5/8" GYP.IBD. I I i Job No.: 950110 ._.. � _ _ _ _ IBRG_WAI L) _ - FIN. FLR Drawing No.: SECTION I 2X6 • 24" O.0 W/ — -- —' — — \ R-22 BATTS AND 1/2' BUILDING PLYWOOD BHTG. (BRG. WALL) SECTIONS f NORTH / SOUTH SECTION SHEET ---- -----_.-------- 4 . 115295 SW 74th Ave 1 BUP98.00807 I 14 of 32 LEGIBILITY STRIP t3 7 p m0 �m CMO 2 3 4 5 6 9 I0 11 12 13 14 16 17 1a 19 20 21 22 23 24 25 26 27 28 29 30 31 t I 01 CDNON( . IOZ I�Oa 25X .t A OF" ..n I \ ' e _� - - -. .�C�. ....--_..._ C .-.___ - _. r— _.-- L - � �-.-- -�_ ._.._ ✓._ __-_ _--. --___- .-- -,- � ..--�-s• I -ter. `�'i-�1Y d- - � .as +i r►-t - - - - - - - - - - I - - - /�'" �T, � ..i - - � �' G 1 M 10 Pft • - � � � - %i'i _ `� •' �. �� /� 1-moi j '_. Ll �•- _ -iL Di L ,. 1 1 - I �, a f i. 111}- - Y � , • � 1 ---y.•.r�r----fes-� - -r _ - - - t! � - - - - - - - - - - _ - - t- -� -:=•�♦ , � f+t-1••:` " . : � - /-` • - - � - � - � _ - ? +,�� � � - - - -_' � �•._ F---_-- -__ __- _ ! - --'_ - - --• 2'���/ A��C�'' moi CJJ>` l , • 1 • Ar . r SECTION - -= 3 2 SECTION `_ -___ � ELEVATION j NEW WAREHOUSE AND OFF=ICE BUILDING riL + - .{F ; ` ` '� t / : �' ii ate+4. i ..__�•'�•.` �.., •J`S Zz. – – _. +... John Duncan . _ :- . ' 4,1 N . . �� I� � - _ _ - - — - - -•• _ - ___ ... -FLOOR PLAN A # �,,•p- - - - ___,___ __ �, - loe _t r • � LFA.. � � � � _� —_ .. _., .�– i � '��'^r i - �,.� :.• !.'ri'i ice, – � r. rp bL l ROOF PLAN B SECTION SECTION SECTION PLAN VIEW SHErL 7 6 5 4 14 . 2 CD iV' t 1 01 _ - - - - 25X x. i.. PLY- Wim• .6:4'r 1 �) T- `• : :.r��I - - -- _ . _ r_ _ . i-- ... __—�- - - --... - - - �� F. F 77 7--_ _. . :_ _._._ � 10 ,1 - I Worm and Construction_Services In •r- 905 S.W. Center Street j P.O. Box 23184 i yard, Oregon 9�'2''.3 F+ -3 �1U' ! R'30 I, ro TIO1`1 r ,.- (503) 620-2G (503) 684-36.' f .`--, '� l I --- ------ ___ ..._.J -a� I 4�5 '�`' 111.135�•s D� -..• , I 1 OREGON R. N\GC. s• ! hrv..Ica EXPIRES 1231 A`I + , 1 , to ^ :eX!% -- 14"V PERMIT 155Ui n REVISIONS:, li rr G7 • ri.q�p.;, }/ L rL�C!�'". -. - � r i.~--- _. . . Ir 1 � i " PROJECT; SECTION ELEVATION NEW WAREHOUSE AND OFFICE BUILDING ,. t.,,7. 16055 S.W. 74th Tigard, Oregon 97224 — I • � �` ��- �� r_- `� � �� ��� . � John Duncan 1 16055 S.W. 74th o Oregon 97224 (� rt!and, 0ego FLOOR PLAN A Date: kale: f Drawn by. ,i r Checked by Job No.: 950110 CA`4" r•is `, • ._ P. 'of !L, j " ��•` �) Drawing No.. T--BLOCK ROOF PLAN 8 PLAN VIEW SHEET - 15995 8W 74th Ave 4 ,. 3 131 00507 1601 72 LEGIDILI rY STRIP C.i cm 2 3 a 5 6 7 e 9 10 i 12 13 14 i6 17 e 19 20 21 22 23 24 25 26 27 26 29 30 _ 1 z l I I OI Q 9 9 b NONI 9 1 Oz i111W.1. LLd lJ�J.IiJ-11.111aa.�.il 1�.1L1�L11.1.L11.��1 tl1LI-lLl.aJ l I t.l I LI V I I I ITI I d I.I1111 1111111 STI 111 1 111 111 1111 111 1 11111 I I I I'd rl�_111.;�.LLI,II�LILLLL�I V I I I 1 1 1 1 I I I I I I I LLI i,I�II_I�.LI(t1.1111►.LI �l.11_L.I-ll��LLtI>1.111��.I11111�I-�I I i-I I I I Oz I, -l°:••.�'��••T: ,.1E _ � t '� -:- . 1 _ 1 rf I r I-T' and Construciion Services In. � - # fir.._.-_,_-- --�---•->_------ —•� r-- --:r. � - . f - --- - - - .__- - - ---- _ _ L� ti I 9025 S.W. Center Street s P.O. Box 23784 Tigard, Oregon 91223 Ile Phone: (503) 620--2086 i o• I FAX: (50.3) 684 -3636 r ! . f •• 1 I � 1 �. 7( 1 p � V� t`� 11.135� r 1p If 4tll 11 � "� %' '� k' 1 � �J'-•` �. �r � a eft a �: G-G ",.•C� �-,.� 'f' � H N1�. f I �, -_, . - =i�" Ucf-.1z1 .1:�1 hJALI X-. �► ---M 1� I - -- . . a �ExPIRES 12 31 96 _I L 4 I �� ' ( J _ I FIRST FLOOR A II p r 40 .� � , � ... �` ' _. _ rye - - ,+ i - ' � � •i ' � a j• - '0 __ _ __ __�_ �.__�..__.__..._ .--...._.^_—.--�.�_.._- --.__.��__---_._-� .. _ _•� •_•.__ -.....1 F-_ - _.I � _ Y a i .10 00 l�. r � . ,� ;: f,^ y / I ��1 ; 'I ' I .5 1 11 i f - - --- - -- --- •- - -_ - _ _ _ _ _ _ .. r- �-, �`.__.....__ .-. . ._.___-- ---._.. -.� s---�-----_ —__ _____ � •�. _7 a �} •M`_ >t ,. r I I I I 1 I , _ i . 1 i • 1 t_.-:»�._..-.__ •�•�- w.�_._-�. .. __• •_•,RI !'•-..� �.. _---_^i-- .. _ - _.-.. - �.1 �� - f 1 I , f I •1� 1 ._.�. -7— 'Tr .._....irr i�l- _ _ •' _ .t ' '�r, I ,�r�r i , `4' 1, I. I . . — 2.-2�h9CO PEa"1IT 155UE� 1 ` `• �+ . .,. • ;V� r-Lr ` -�� `... -_-.�`,I _ ` .vim /` • - " d71 TT � G ._h � •� � t . r SECOND FLOOR B SECOND FLOOR B FIRST FLOOR A s ,. Y PLAN VIEW PLAN VIEW I ! - - - z� x �l' o� al M cql .•�j}I �D n( nf' ci? -(' mn - - .- --3 -tr•----'----=J a i �Z�� i, �-r•-r-----1 ----•---•- -� I(!!I , j 1 - r � r , T t t• fit—===_ Lj L - I .J,ti�. yJAr..� • ft y �'¢""� '" . lr e _ r • 'i. ..:i ...a. . : h. I NEW DETAIL DETAIL DETAIL DETAIL DET�MfL _� '-`.,-'- �'-:� �, �: WAREHOUSE �.�. AND OFFICE _ ; F-. r�,r -' : - • ,+ f. n f I' 1I w BUILDING �0 �' n ;.r t7 � 17 ❑ M 0 ❑ t7 - 91 n � - rj � 'c� , 1 I _,�,. i--=_-� 05 5 4 h 19 /O t N CIN J R� I r I A �` I j' r> S. ,'r. ' I I -i 9-3 'pard, Oregon 9 i 224 y , ;, � _ _ _ _ _ � ♦`� � u u ' . _0 .1 f1��.: r--..Q k- -,.-. -D- _ - __.- t r j '•i�.i T""' E ''i�'.a t \\1 ,, 1 l >f R �►h�i�,'+p t.• ;' i -- �' .'1 I IN 1: 9 r, r' • '"�"1� h E'.E ,/A'L Ir 'J 1r _,� ALL � ��,�.•� _,,� I I JohnDuncan � ! f ~ t � I(o•d �� II Ria, - '? !, r'%� ( •fl s :4 o o• Ly/ f,E,,��, � � 1 X055 S.W. i•nth E ► �� tags 3 SECTION A 9 +�� � Portand Oregon 9- 224 J a' R.;;x,07^ Ii;G I HIP, {.1n, �a+� c r '+ ��k• I r D. rt Date: ti r�f•. C t .! � __ >y + t C'. - _ .__. �•^� '� 'r Ji ry_ -_ - -- -- i. \ ' + jCale: . 'a i�0� r1 ri r, �! _ > , -� .d - - -- r' 1 - r = Drawn wn - „'t 'r,.r..�• r r ,,. r * D by, `la .,, .J Checked by: J kt9 950110 � Job No.: 5 110 • .'1 1 •' ( 1 1 I -. •.i�,t�r:;`✓�✓ „�).•y,� �':.i,,� '� '. • • , 1 » •� II , � I a i I I •7 0 r HGND�fy h' -a` ”' I' �► �. ; �G. 'SIM f i i =° '! I Drawing No.: T-BLOCK 10 lie- ra erg-�� c5 14 b •h `` to n r a (/ ;(� Y v, 1, -5'�tlz�� ��I i' p. 5, �� -r r .. alF pC.-*'r P. � �✓ ' t"'r.•1- wa•-+�C� lib, �� ,�.�' �_ � 1' -"'� �' �' `�_l P � ;�� .•� r- � •4�' I'„•u.rr a Nt:AWt'+��1 G>7P1p,T1JN�C ! �. *_ ' ,�; i A� .. i•hb6. 1.OG �* `��+ J , s - s ri G V i I� ' F_ .i/I, 2 NOME ! Ht Ah001IA y*.. I r I ELEVATION L SHEET 5 STAIR SECTI N F��-. p_��k ��� F61Gii ��0 STAIR SECTION }- �G rr �E - JL���y 100t' 120 B STAIR DETAILS -- - 4 3 15995 SW 74th Avc 4 * 4 t3UP95.00507 17 of 32 LEGIBILITY STRIP `_0 2 3 4 5 6 7 6 9 10 12 13 14 16 17 le 19 20 21 22 23 24 2.5 25 27 2e 29 30 Z I I I O1 Q q b I NONI I lOZ 1:J�1i1�1�GU1>,Ltla.��11�W!).t1�;.�1�1��1�111�1aI�Ii1tJ_�J.�lt11IllII11.111IdIIII,IdIliLll.11 1111 t1�� J 1 111 tLiIllil.i.It.l.11�t.It l.t.l.il.al.iatlt.l�1 JI��III�IiI�IiI�I�III17,111iI�I�I.t.1.>.1a.1.t-� 1i1.1tI]I�1.1.1.tJ111_111.111hILIII 1.111 -.. .. -_. ... .. ,.,_ .,...- ,,..... .. .... .... .,-.._ .�. �••-.r. .. wnr.« +,•r•+ .-,.. .......,. m �.....,«.ur... .. . �. .,.....,. .... v.r.r,.n..�.._..« ,.w.e.n+c-wrw.e•., .,�. ,....,.... .._ __-....... :"rli�l}�' 1 ,IN* M, JAPI Au x and Construction Services 1 F1&G0p y GM E*AI`4 F= '' - _.�.�""' -� r `,�,��� pr 1 90,_5 S.W. Center Street P.O. Box 23.84 I ^ .•- �`J�• Fllli�� Tigard, Oregon 91223 w op I �+ Phone. (503) 620-2 r C� �2r- `` FAX; (503) 684-36 - + - a Y, ✓O J �_ f �_.�/ __ - y ��b pL� r•:.. --�� � 1 � `___1 r �' �C •I Jp'�/ �C/ ° � �... .��•r+'%�i' �i ;/��, � I � I // yG�)RC(wFle` 1 �'• ' ., '� i .} _ -^ '��'.. v*1 .� ' .s....,.- '�---- - ,•T (L�1"ti• __ _ 1. .----- ; .' 3 �" L, J , prrz,P_' -, "q-q S Q� MF- !=1t --'� G F R. N%G �. I hi Tal !7'�tJ c' DI M N. P"• �Q v_�. .�'' - :p Jp G.a 'i�a �/ �,•P' ES 1231 96 EXPIA , I I � - _ � ..t " - t2:��I: •S:�Pe; � 241p.c,. I I r � 1 � � °'�-l�''� �''�h'•. � . x 10 PARAPET DETAIL 7 COPING DETAIL 4 PARAPET DETAIL PARAPET DETAIL � I `, � 2-2'F•�Ils PERMIT 15SU `,�`it- ' , • ! .. �1r NCTE5 HEAD I _ "T=7 -4:. CLING w/ 6 L_ATS r r 03TAN01NLi 05 EA ._.. ._—_—__...__.. � ./ I I _ ._ I'(1 � l_---1-._ _ ... __.—_ � . '� .� /�,�� _ • _ -' F�L�.S�ING ¢�Zpr" Gy'�'I� TC CAN- STRI-E { I 1 I I I _ �, - i..� ( l _ =/'ENC RCCgING C= 5EYOV C CAN- 5T(Z,P, 1 I I _ — _ rl I r 1 C.FIF R::JFINCa 1.tc e STRIF* SET HEAD MULLION 3� ��r �. __ `d.' cl B L( Wil{ BJI Up RZOC� SYSTc� #:», r;bi✓eV"M�1"/�t. - i I I -" i 1 j � r• c,[: ilLl� KERF FOR G 'i4 e,v. ; 1 - /�h'.ii. ;NCm ; -A 5E' I�GOt"po47�+B_E .:.,r-�.al .Y;.J s.�p,' �• _ + `� .. ^! FISSR G.-ASS INSL;_4-ICIv .. T . .- -� "� . JAMB KR�� ��_s C A �iin , ✓F I� F51,I.0W TOP �,r Pk G,�f'F'• �ti I___ y PROJECT: (r PSs-.F:ST g4PJp�- SILL C ,� — i I� -~� ) NEW t` WAREHOUSE • C ;nF , , �� 7YP" , , F, _ N �tr-I �'r• ! SILL AND OFFICE 11 PARAPET DETAILr8""""`\ JAMB DETAIL 5 WINDOW DETAILS " 2 WINDOW DETAILS BUILDING 16055 S.W. 74th (J r Tigard, Oregon 97224 C LIEN John Duncan • 1. 1 F✓OF 45ZM, 1 - - -- , _ 'a 1 V' -_ 16055 S>W. 74th -f-, ". -} c I✓ e•,;. -- >~ '� 4, Apr ri I % yrK (� Portland, Oregon 91,.24 .�"- 1 I Date: 11 ' '�• �b, ���� ..�,. �� �_ I i �I Z F T. .'-- -�,,- ; •1 f Q / � � l r � _ - :�. ; •,,_� .: ;; kale: �,? I ��' �' Vt `1 `\ t {r. Drawn by. �O - (l1;.JE) Q�4 G'y► • - ''1 . ' Checked by. JN v Job No.: 950110 L ---- - - - 5, I c - a .: a- -� Drawing NO.: T--BLOCK _tet- ) •--- - _—_'_.,_---::. .�.._. .f ��:'i S� I I � �' -�---r I � >r -#- -�I I�. I 1 .. - -✓ �r,;c�- , DETAILS I � F'_oIhC, '-1(n GC;JAKr 5H1N,a cry - I# HaMMEP F_GGF� I ) / �.�� rJCTh;,, IJf'1. -o�. r'�►R/�pF�' S:.PPpp.r r12"NDETAIL 9 DETAIL r6"%"%\ SCUPPER DETAIL DETAIL SHEET ' 15995 SW 74th Ave BUP95-00507 18 of 32 CIT LEGIBILITY STRIP m I 2 3 4 5 6 7 8 9 10 11 112 113 14 118 117 11F I£ 210 21 22 23 24 25 28 27 28 29 30 �Omm.i Cm DZ I it O1 Q 4 ' b HON I • 1 OL' � -�.1�1J1T.�>,ILL�.I�.�.1L�Ll�,!1.�1�.�.1.1�.!L�►�.�l�J�.Lt.l l L��1 I 1 l l I 1 I 1 I 1 I 1 L1 111 I I I IJ 1 L1 11 I 1 I 1 I►I 1 I 1 I 1 11I 11.L1.1ll1 1.1114.1 LL1 l►_lll.l.� �. alL.I .I .LII I I I I oz 1� 1J 11� 1 i! I. 11� .L 11111.1.111.111.1x1.1'filIlj111I.I�hl.1.1dj71jl41j1tI11111.1-Iilij11111111111IH-1I, I .. ,., ,-.._ . . ,,. ,,..... ,,. .. 1111. ... 1111. .>. -..._ ..._ .. ,... 1,111,. ...,,.._.,...........•.o-..,•,.+.».w.w. 1 r >' — • _--- _ ,^►"/-' �i �-i SER ,- - - - _ - -- 77.7 — • CIO - ".<-•r- R 33E:. ►� - �I _1 /ER 3Cyx'�cER C/EF 3C'• -_ c-;=EQ 5 a 14 �— �� \ / s`�5�.`'• —��I I r; o..R��=_' ,_= K.' \C t :CQ'n.Q "'E_ -Q•,n I -C.-:; .ER <<•tI - �R Com ' C .,EIR 3C, ER Ce 1�0 01 j�'� ti PARAPET ELEVATION PARAPET SECTION 7 4 1 - - 3 - - • ���•.:�= ,'.0--CRS - --•- ---- -_ -- — —_ � _��_ 4 _ ._ _ c2E 5--E - NEW �, I I QyD y I I iP WAREHOUSE AND OFFICE PARAPET PLAN ROOF DRAIN BUILDING I Gypsum Board,Wood Joists,nool Covering Bare Wryer 1I.' type X gypsum wallboard apf4ed at nghl angles to 2 x t0 wood Joists 21'o r with I'1.' Type S drywall sCrew9 21 ox Face layer'h' type X gypsum wallboard or veneer bass m- J _ 4 plied at right an"to Oils throvo base layw with 1'Is' Ty"S John Duncan PC 2W drywall screws 12' ox of Joints and inlerrneliale gists Face oc5 F teat.Joints offset 21'!rom base layer Jouri9 Type G Jrywal AGprox Ceiling Wei" 5 mf t screws placed 2'back on either side of face layet end"nts. 12' F,r.Tnsl See FC 5406 i o.C. 'Ix'plywood with exterior give nppflrtd at tight angles to lop ' .. .� - . i 01 gists with 8d nails AMrvriate r)of rnverirg Calling pro- rides one hour fin milsience protection kw wood framing. Including ttvse". i ---, - i OF rr_ _ CEILING ASSEMBLY ` c Wood b1a1a,Gypsum Walbowd Sw Wym%'type X gypsum - - - - walT�pard sppUed sf right angles - 10 2 x id wood Joisle 21 ac with 1'1.' Type S drywall screws 21' I - . j o.c.Face lays.+A'type X gypsum wallboard or vtrlter txaite Wass FT Fc s 4a DMd d right angina to Jobb Rough be"layer with 1 rb'Type S drywall rotors 12' o.0 of Joints and InterrnediMe Joists. Face - %VV Jok tt olbet 24"from beet layer low 1'h' Type G drywall Approx (74""Weight S psi terews placed 2-beta on eNher side of tate layror end",12' F ne T9st FM FC 172,2 25 72 - J o-c. 'h'plywood with exteirim ghm ep<+11ed at fVN woes to top smnd rest Estimated DETAILS 01 Joists with fid naffs Cali poevldner»firees ohemelsiance I peMaellon for wood termini. FLOOR ASSEMBLY : ,.�,C•.CR Gypsum wolboard,Wood 51vds Ona layer%' type X pialn or predecorated gypsum wallboard applied parallel to each side of 2 x 1 wood studs 21-o C wish 8d WP 39n Coaled nett 116- bop, 0 0915' shank. '/.' heads, 7- n c. all Janis and "I~' beads of adhesive on M1r+rn.dble studs Wall- TWknpss 1'lw- board nal4d b lop and bolibm, pie"M r'n c Stagger Joints 24' Appeox Weight 7 psi nc eer_h silt (LOAO.15EAfa1NO) Fwe 1�1 ;M Wn W 8 21 67 LJ _ Sotw.A ll"I Ci it fKi J1RFT 1 7 -- - w-- WALL ASSEMBLY 12-'* 9 6 1 HR. ASSEMBLIES ELEVATION DETAIL AT DRAIN PIPES A >s LEGIBILITY STRIP z 1 1 of -JN1 ON08 .. .. .. --- _..,. .- ..__..... .....�.__,--_._......_.....rn-.,..o...,.,_....,,,.a_�•,•,.,,...«.r•..,.....w..,,..»,..:........._.....,..,.._..r...._.... - ..._,,,....n.,..,....._...... .......-..,... ...r«.._..»wM.....,w .... _. ..._.._.... .•. _, ,...+.......,.,..,..w,..,». w„ro.,r.,r .rmw �•.q-M.teem.D.,y+,..fMFn..,«MM- -'p�'Wr«?!•» ina.n..• ..wfa ._. . .,. tri*• • ID.. (,OFR pO+N• KAMmk -i ►.;p VIrR / hoL1G (�1/7 G%I ]Or-0' MAX, 10'-0" YIN. . L:N! 7ISN"T ib,t+lr. f (SES TAMS) N T'C EJ•51111G DRIVEWAY ` 1I rta - I ON r E TCF VARIES MOTH VARIES t VIII Y A.C. � 7 LIFTSENGINEER NG nR•fnHtl Tt)ALID44 r7p I (SE[ TABLES) �_ �Af$_GRA( -- �6L kA .rr 1r01lory SSFAWI AI<AS OYT w 3:11111m MEAS ri0 SAW CIT - VAfIEY --- --- . - (•Atv*Ft MAT(TI WIDTH — ^ wM tHHtt� lItSTNG KlaAlllO A Rt/W IJNE --� I- Of ]p• - 0• ••, // p .. • . . ,,, /// E)PAA1901/ •- X t- {�_-A y �I �:. . N. Center Street + P.O. Box ',.'�'. • • •• •, • •, • . ,• /// JONTS 10 GA. MESH t — :"»I�.. .a, ....o . . ,::: • ///j w iord, Oregon 91223 • wrM 0H>LIa AT r.,r Nil- •Ir 11 .• . • / 1I RHOrr9M o/ rvC •• // / JOINTS norl s10EVIALK CURB JOIh Is 1i! \_�tAiiH�i a uw,Aao •QLASS B• /��/ k __ — .-Q. - •.r.r .r- . r . ._ -.J __.J '`,• / 11 --1• • uro awe+,l.r e r - 0• &ADCKMFLL S . . . . s'-o' MIH. s'-o' HOI %/ -o' ts'-o' MAX ta'-o• Y►ic �'-� FACE oe cline I J�.�' b$", 3E or, ,/�. _ • . • //%j USE �p�1WG [ AN510N �pl� ELe[! a'_�� ATO H71AM4AN RAOiFLL . . JOW JA Nq�PLACE CCID T 1-1/T• EIPOSIAtE -�1'.4.. t A Tti ELEVATWN 048 Io 9 WAKE ,r P" FI"WM I LII 9040 M •• i-1/? A IAiE N , p A•atiwr ro HIt w R a• V w1',l(.I35 tarcr,►t YIOM .«a.air w l Q- y • US4 clbo STREE7 `� f fP� rr wta_t7� Iv s• q f OHI .r OyN,u,y�j wTM ti Iwi.c7C. 1 R•L` / LG��• r ow at/Y wN wo N �'•• .` PtK�_ r Of CQIiPACTED ]/t--0• AGr]tEGATE � � /j ✓�GRLGUNe, SECTION A-A �' 99W1-•T SrLr7s r0L Ho Hub — (00,0.6 W N a OAOIf1Ll M STIitIT AREAS _ � - „ w B+G J coGO 1�• �iriE �.� 4lGiC U 1. CONCHETL SHALL K COMMERCIAL MIX. FS q. 4%�' 1. IF S/rr IS AGANST O.M. ill h C ,• IIOOc 10 BACK Oi S/It 2, CURB ALONG JOINT SHALL CSA TROMEILD JOINT WATTI A MNHMUM 1/2' RADIUS W I N> � Z L INf�1(I.11kD /G 0I6C i BAC ]. EXPANSON JONT5 SHALL OE Ilr PREMOLDED ASPHALT MIPf�CNATM U L f S/M n NOT AGAINST CIItt. 0 FU ROCK r SAM rmm CRIB. MATERIAL OR EQUAL EXTE710W FROM SUDGRADE TO f'!•SH GRADE_ �LirS.b('.�`�'�) EXPIRES 1 13 / PIPE BEDDING AND z. L,,, ❑ Gllws 2ipy. '�l,.,:•a 1•�/a / BACKFILL DETAILS 13 1w,cclo 1,6 COMMERCIAL DRIVEWAY — - - ° s '� K INSIDEDROP ASSEMBLY Hl� APPF~IT °"A"" ar"H°`W•' °�"'" CITY OF WARD *-mm(AU) ur QTY OF 71GARD •�,m �•�• w AS Hi w Herres INC R�f FOR LARGE-DIAMETER PIPE u e 1� I>As °'° 9- °�"""° �,a •o �°:.JE�pN ••• �y« EOQI Ar.S 7-t`t, 10[1ASS1/7F3AAC wl s 7-r-u aaTM>1 ) Icy _ Z Otir� CATCH BASIN PQ''-prK�v �upl�r TI••1 Nu (17c I PIPE BEDDI BACKF9LL DETAIL_S ENTRANCE DETAIL CATCH 10 INSIDE DROP ASSEMBLY 7 � 4 � BASIN DETAIL t I 1 -- 'L Zfg0 PERMIT ISSUE EXTRUDED CONCRETE CRS 'IDLED JOINT OR ,✓j• { P \ GONSTRLGT!ON JC'\- - \ Ra� JS=_ ED:. E-'� '\ GONGRETE - RAMP TE:cT;:RE °•UBr"11TTED FOR SITE PERMIT !38.5 D:A. DR,.:.,N,:6E BURN+ EM9ASo.MENT , �,� 138. •,,� B..OGKUUT +r !©' O.G. PL,-JNT W/ N.47 1/E ✓EGITATICN I \ / c�7 N. LEVEL 'RAr;817!ON '� }' � , , "- FACE OF BUIL:�'NCs « � vy OvERFLOW '.4J14NEL BETUN:. .+.G. "ND GONG. y 'r� i�i�`� - r ti •r'Z•� ,' _ / CUTFL'JW Gb1ANNEL _ 5E!, ,�� Li0F47 BROOI"' FINISH W.' • '\ ` R,. �.�R� �� TOOLED EDDIES - TTP. c '• `� `r• :'j _ _ - - - ,� "' � -- 1 3i4" DI%. CUTLET PIPE ;3$.55' /'• `. ti. �' l - LEVEL / Q100-RAP .aT .Xy�i • GOING. 1r r n P �- LCNCRE-E BASIN W/ 5R,,:.TE \ r . ` ,... '• ,t , R '�, :E .: MIN. OF ,. �` ✓y ,. 2 .• TOOLED JO'NT .�? Th b' OF PAG,ED Y k k1t.' 3 4' ` JS ROCK \ WATER LE✓EL AT O.G. +TPk:•.X_.. _.. .,._- �9 R - - - ---- 't \ STORM EVENT \\ ', SEE DETAIL tio. 3 . O --± - i,T. C �► <' .�'• : n GONS"RUG'!O\ JO'N' - �TrT !O 'o .G-ED 5L ✓> �• ] :\ CONSTRUGTION, " d i PEDESTR'AN :+GGE55, ,. .t ',r.• •<. • \ 140,81 . •.r - �14C.8 momo„y NTED J,1;-E. �''; 139.© `A.• SEE "CGESS:3:L'-� _ 1 NCE '.C. 4, ON S ,EET G _ E 5 F % +` LIG14T BROOM F N S-+ W. E,:,Gr4 PG:\' OF - tiGENG?' OF TH o14R15. ,. \ '•, > Y �/ % I >' I TOOLED EDGES - TTP. GH COL:. JO'N'oA" 3©' MAX. S .>GING. . R .:i_ Ste.-.LL BE RE-"1OULDE_,, `OCLED JO;NT AT A'.0" O.G.-TT-P. 'F'REGNATED, 11/ �: T�iIGKtiESS OF / PEDES-RIAN "r-CESS, PAINTED \ ? `\ L` SEE DE'A %0 3 =OR CONS'R,GTIO\ WHITE. SEE AGGESS!BILITT JON- REQL'RE'`'E!v'`. GONTRAGTION JOIN 5: \� �.• ` . SPACING NOT TO BE ORE TH,:.N _ NOT NO. 4, G\ S., T E EE 01 \•�' / _ r TSE DEPT-I OF '.,E .O N- S�..L_ BE AT LEAST NEW l -6 CONGRE'E G;.RB. SEE DE':+. NC ?, • e" CONCRETE CURB. SEE DETAIL \ r 2 oh THIS SHEE'. __- WAREHOUSE l NO. . ON TN:S SNE.. :. 138.8'1' 1" ' -----� ! AND OFFICE T L E T DEVICE V I E PLAN DETAIL PLAN DETAILr2_"'� CURB DETAIL 11 O U C 8 5BUILDING 17, a 1'- 0" /2 O" ,- 11 ; SIDEWALK- SEE DETAIL 3/G-1 R.0,j • 5'_ - John Duncan RAMP TE````,' F;_L ='PE GO\G. -4' WNCRETE S•DEWALK GJRB JC N. 1, /4th xI SMOOTI4 TOP ----- �X SLOPE -tUO ! RAMP A' r MAX. 3L'' _ ): �. / ✓ 0 "4 GAL✓. P, / L yT' !l; T,7Tr R L,:r.�_.b,t I u -L 'n.- ._� ,.._s, S�Jr Jr,r L VEL,I'W N9ITI , Z" OF 3!4" MINUS BASEROGK --� 1! t i95C 1 0 DET�W.✓.4C. AND CONC. Ur(INin� P:^.. SITFDT! c 41' ♦ G<,L'✓. PIPE / PA'NTE� BLUE / GOMPI:GTED Si.BCsR..DE - SITE DETAILS 9TRIPPMG- �' , 3 _34- +� DETAIL DETAIL S/C - '� \ 0 T E 5, I CONCRETE CONCRETE SHALL BE 3,000 P51 AF ER ?8 DAYS, I 6 S.�GK M;i!, SL'JI''A RAtiGE OF ; '.7" TC 3" /• /' _r. V. AAti_LS TO BE 5' -OND EX.oANSION J01N'S TO BE PLACED 4. 5;DE5 Gx j_ I ° I I; -L DRQ EWr." APPROACHES, UTILITT VAUL'S, '11HEELGPAIR 6- EXTR(1DEi CJS L.aNDSCAPR 4 1 A'. SPAG•NG NOT 'O Ei GEED •15' __ L- Je ' L_ J .1� STRIP ;� - ° - _ _._ I FOR SIDEWALK ADJACENT TO THE CURB "NO POURED AT - I - Lrr_ _ I yr,�1r THE SAr•'E T;ME 46 THE CURB, THE JOIN- BETWEEN THEM SHALL 3E A TROWELED JOINT WITH A MIN. 1/2" RADIUS. YC PARKING RA SI DE AIL J"�-ET �� � � � �� � D�� 15995 SW 74th Avr�, I/� 0 I.. - D" 1„ • 1' ©, 20 of P95 32 507 « . I,- r.• . LEGIBILITY STRIP _ 4 E e 9 i0 11 12 13 is 16 17 ie 19 20 -i 22 23 24 25 26 27 2e 29 3. 01 HONI Z�1J�lJll ��l►1 11��1��lLl�lala11.111.1,11�J�111J11t1�1�1!111111Lf.�1111.111.I.111.111J_�1�1.�1�J�l�I�.I�LIll11�IIIIII!IIIIIIIIIII!�IIIIII!IIIIIIIILIII�IfII!LII�IiILIILLl11111III1IIIII111111171111111IddI11I.1.1.t .La.L�L�ICI!��.lal.!ll.�a.l�f_!l�l.l�� �la)!IIIto 1 'T a WOOD MASONRY CONCRETE GENERAL - - i GE'�ER•=•L '.i 5PECIFIG.-�710N5 FOR MASONRY STRUCTURES, L) ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE 1•) THESE GENERAL NOTES APPLY UNLE55 SPECIFICALLY NOTED and Construction Services In AGI 530.1-92 / AGSE 6-92 / TMS (o02-c32 (REF 1) 4RE ADOPTED WITH ACI 318. USE MIXES WITH MAXIMUM AGGREGATE SIZE OTHERWISE. TO BE GO^^^^oN OR G:.L / ` N,-ED BOX N.°.i_5. BY REFERENCE. APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE , 'O BE ''�. rCORD�.NGE �"�+ '.=•BLE 25-Q OF Ti-.E "1 05' REGENT 90:5 �.'k Center Street P.O. Box 23184 E vr- '"1ASONRY 5ti, A HAVE A F'M- 15CD0 091 ENCOUNTERED. (SEE A.G.I.) 2.) ALL CONSTRUCTION, TESTING AND INSPECTION S"ALL CONFORM Tigard, Oregon 91223 G 'P-4E TO T►,IE UNIFORM BUILDING CODE, 1991 EDIT'ON, AND CITY OF ------ 00 N pE '''".:^:EN' :O'�T••v7 ;i'T� :OtiGRETE TO BE 2.! GRGJT 5ti^:LL ►44VE A F'M= 2000 ps! 2) THE PROPOSED MATERIALS AND MIX. DESIGN SHALL BE FULLYPALO ALTO ORDINANCES. Phone: (503) 620 20 A�'ESS;.RE ' E.=•'E: "� :• W,4"ER BORNE ;ti DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING VAX: '503) 684-36 �•GGOR✓�•'�GE w '«-+ ' ST•:'.✓.ARD SPEC'F!S `ON FOR c'RE55LRE 3.i REINPORC'NG 57EEL: GRADE (o© DEFORMED 5• RS - Fy = (00 ksr LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED 3•) ALL DETAILS ARE TYPICAL. FOR CONDIT!ON5 NOT SPEGIFICALL*T' ' 'E••" 'E OC "'"'BER pRODUGYS , .r5""' .�ES!C='�-:T!Oti JI�(a0. DESIGN STRENGTH 15 THE CONTRACTOR'S. SUBMIT TEST DATA ON SHOWN, PROVIDE DETalI-5 511,41IL"R *. O T�405E SHOWN. SJBJECT _�'BER - , /E C:R.:.DE STA,`!P 4.! PRO/IDE 1 I;'2'' MIN. COVERAGE AT ALL REINFORC!NG LOCATIONS EACH PROPOSED MIX FOR REVIEW IN ACCORDANCE WITH UBG TO REVIEW. 5--<.�._ � 5 5P. GES: SECTION 2605. MIX DESIGNS SUBMITTED WITHOUT THE RQUIRED ^� 04 B^=+RS 5io ALL �-4AA',/E A 36" MIN. LENGTH4 OF L.-:P. TEST DATA WILL BE RETURNED WITHOUT RE ✓IEW. 4.) VERIFY .:LL EXISTING FE..aTURES AND CONDITONS DIMEN5'ON5, ..ND 05 B.:RS SHALL HAVE A 45" 1"!'N. LENG7H OF 1-4F. ELEVHTIONS, E7G.) UPON WHICH THESE DRAWINGS RELY . -=�_ FR.:''" "yrs ^'E'"'BERS: ✓F 'NO. OR BETTER. 3) A CONCRETE SHALL HAVE THE FOLLOWING 28-D4Y STRENG7HS ��004' Fes'«:"'' *.Cz '"E^^BERS: ✓� No. : OR BE"ER. M F C501"1155'0NS OR D!SGREP .`NC!ES BETWEEN THE /4RIOUS ELE!'1E'Nr5M NIMUr' 6. ' WALL RE!N�ORCING: IN ADDITION TO THE REBAR REQUIREMENTS CONCRETE OF THE CONTRACT DRAWINGS SHALL BE BROUGHT TO T+4E CONCRE E FOOTING. 3000 PSI C- �TT 7tNT' NOF THE 5-RUGTUR >L ENGNEER 3EFPER 7«4E W 'LL 5CHEDULE ONSHE T 51.2 AND REBAR SHOLLN IN CONCRETE SL,455: 4000 PS OREPROCEED'NG r, --�50 SE=E ter? _s _«:'\S GONNEC,70N DETAIL5, PROVIDE REINFORCING 45 FOLLOWS: W;TH T►-IE LbORK. R"-E_-.1 EX=05,�RE .40 20 4) SCHEDULING OF WORK MAY REQUIRE DE5iGN STRENGTH IN p - T SHORTER PERIODS OF TIME (LESS THAN 28 DAYS, �'> CONTRACT A I, n 12-31-95 . - .- r A AT OPENINGS . RC,/ DE 1,12,' "5 BARS, I~ORIZ. A• . OP COR 5i~ALL BE RES ONSIBL� FOR AGQU!R NG .aL C�.w -OCR. 3 4 ,s .. .» R4 E✓ 5'�.R«. - FLOOR EX O5uRE - 5Pi .. AND BOTTOM OF OPENING5, 4ND 5►44LL EX I END •: M!N. PERMI-5 , OR WORK SHOWN ON 7r4ESE DR,4U;;NGS .-+NJ ..ANY O;= 26" P,457 O;=ENING5. 5) PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C-150 71'PE SHORING, BRACING OR SC,:.FFOLDING REQJ'RED TO COI"F1_E''E WORK. 1 OR LOW ALKAL I. THIS ,CORK. . ,�«: R«:'E:� EXE=GS,:�'E S'~'• R-=•' '�G = O FRO ✓IDE S 5,4RS HOR!Z " ..,ILL FLOOR A ND ROOF. T > SEE ARGNITEG I.RAL DR�+UJIN!sS I`OR E 5 SND 'OR DET•:iLS '�iO? B. (o) AGGREGATE FOR HARDROCK CONCRETE 5HALL CONFORr , 1 ' ' T �E`✓ELS ,=►ND TOP OF LtJ,:.LLS. S+-+O'WN ON 57RUG7UR.=kL ^✓RHW;NCsS. COORDINATE ,:aRCy�TEG7L:R.:.L N ; _ tics ..'._ESS ` O'E:� Ot�cQw SE �. ✓E'-: _5 OR ON REQU!REMENTS AND TESTS OF A.S.71. 1. C-33 �,ND PROJECT WOE W!T�i THE STRUCTURAL UORK. OPENINGS 1NFLOORS i3E<•'`15, 5 TO BE .»"••G-•ED 'G FR-�''^:��G G. .=.T BOTTO'"' OF W•,LL FOUND. 710N5, PRO`✓IDE SPEG!FIGATIONS. EXCEPTIONS MAS' BE USED ONLY Wi7H T, Tti PRM SSION OF HE STRUCTURAL ENGINEER. OR JOISTS LARGER : ,-�.�N THOSE S�OuJN Os, F'Gr•L DE'•-:,�."� E'`"BERS �: ':• 'Dd N..'�5 g O.G '` p. .:ti:✓ O.G �.� T 7 OF S7RUC7UR-�L DR._'.W!NG5 5H�aLL BE RE /IEWED BY "+-IE COURSES OF SOL D GROJ ED MASONRY U,;' A CONT, «S 5AR. ENGINEER BEFORE PROGEE_r-)!NG W'TH 7HE WORK. 7) CONSTRUCTION JOiN75 SHALL BE THOROUGHLY ROUGHENED BY GJ' 'r'RuC'1'UL�A� STEEL G. WALL GORNER5 AND INTERSECTIONS SHALL HAvE 4 SAND BLASTING OR MEGHANIGI=+L 1"'EAN5. GLE4N BEFORE NEW 8) DURING TSE GON5TRUGTi PE '' � T r � ((�` ON �RiOD, , �_ CON . R:�G JR 5�::.L� �E STAND, RD 90' HOOK. B^"+RS MU57 BE GONT!NJOJS POUR. LOCATION TO BE APPROVED BY THE ENGINEER T s= r T T� RESPONS�B�E OR I H,,.,. S,�FE Y OF 7,�� B�+��D�,NG. -,E .•AROUND CORNERS AND 7 -+RO'JG"' l ;NTERSEC710N5 .`»tiD CON?RACTOR 5444LL PRO'✓IDE •'-�DEQU47E 5440RIING. BR-: C'NG, EX': END 3(0" 1"1!N, 1N70 AA:)J.GGEN7 LtjALL5. 8) ALL CONCRETE TO BE REINFORCED UNLESS SPECIFICALLT' NOTED AND GUYS iN ACCORDANCE (J17H ALL N,4,701si^=+L, 570,147E .`•'�D "NOT REINFORCED" LOS-4L 5.=.FE7T- ORDIN,: `i r WOOD MASONRY Y CONCRETE GENERAL �► ' 1 I.) GENERAL 1.) SPECIFICATIONS FOR MASONRY STRUCTURES, l.) ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE I.) THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED and Construction Services AGI 530.1-92 / ACSE 6-92 / TMS 602-92 (REF 1) ARE ADOPTED WITH AGI 318. USE MIXES WITH MAXIMUM AGGREGATE 51ZE OTHERWISE. - - - -- .». ALL NA!LS TO BE COMMON OR GAL'/ANIZED BO/. NAILS. NAILING BY REFERENCE. APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE 9025 S.W. Center Street + P.O. Box 23184 TO BE IN ACCORDANCE WITH TABLE 25-0 OF THE MOST RECENT ENCOUNTERED (SEE AC.I.) 2J ALL EDITION OF THE UB . . C. I.) MASONRY SHALL HAVE A F'M= 1500 psi CONSTRUCTION, TESTING AND INSPECTION SHALL CONFORM Tigard, Oregon 91223 TO THE UNIFORM BUILDING CODE, 1991 EDITION, AND CITT" OF - -- - _.- -- - ---- B. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE 2.) GROUT SHALL HAVE A F'M= 2000sl 2) THE PROPOSED 1`IATERIALS AND MIX DESIGN SHALL BE FULLI"' PALO :ALTO ORDINANCES. Phone: p (503) 620-2 PRESSURE TREATED WITH A WATER BORNE PRESERVATIVE IN DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING [AX: (503) 684-36 ACCORDANCE WITH "STANDARD SPECIFICATION FOR PRESSURE 3.) REINFORCING STEEL: GRADE 60 DEFORMED BARS - Fy = 60 ksl LABORATORI RESPONSIBILITY FOR OBTAINING THE REQUIRED 3.) ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT 5PECIFICALLY TREATMENT OF TIMBER PRODUCTS'', ASTM DESIGNATION DI160. 4.) PROVIDE 1 1/2" MIN. COVERAGE AT ALL REINFORCING LOCATIONS DESIGN STRENGTH IS THE CONTRACTORS. SUBMIT TEST DATA ON SHOWN, PRO✓IDE DETAILS 51MILAR TO THOSE SHOWN. 5U5JECT C. ALL L,,1"1BER SHALL HA'/E A GRADE STAMP. EACH PROPOSED MIX FOR REVIEW IN ACCORDANCE WITH UC3C TO REVIEW. SECTION 2605. MIX DESIGNS SUBMITTED WITHOUT THE RQUIRED 5.) SPLICES: 2.) LUr''BER GRADES: 04 BARS SHALL HAVE A 36" MIN. LENGTH OF LAP. TEST DATA WILL BE RETURNED WITHOUT REVIEW. 4.) 'VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY. AND 05 BARS SHALL HAVE A 45" MIN. LENGTH OF LAP. p�I� WL.LL rRAMINCs MEMBER5: DF-L NO. 2 OR BETTER. 3) ALL CONCRETE SHALL HAVE THE FOLLOWING 28-DAY STRENGTHS , ' FLOOR FRA"^ NG MEMBERS: DF-L NO. 2 OR BETTS" (MINIMUM F'G) : 5) OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS (-A, ��11,135 6.) WALL REINFORCING. IN ADDITION TO THE REBAR REQUIREMENTS CONCRETE FOOTING: 3000 PSI OF THE CONTRACT DRAWINGS SHALL BE BROUGHT TO THE V . PER THE WALL SCHEDULE ON SHEET $1.2 AND REBAR SHOWN IN CONCRETE SLABS: 4000 P51 ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING ` K 3. ) 5►4E•ATHING: (ALSO SEE DIAPHRAGM PLANS) THE CONNECTION DETAILS, PROVIDE REINFORCING AS FOLLOWS: WITH THE WORK. OREGON �� w1 ROOF: 3/4" 7 t G APA RATED E/POSURE I - SPAN RATING = 40/20 4) SCHEDULING OF WORK MAY REQUIRE DESIGN STRENGTH IN I �1 R'N<<'`v SHORTER PERIODS OF TIME (LESS THAN 28 DAYS) (b) CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL FLOOR: 3! A. AT OPENINGS PROVIDE (2) 05 BARS, HORIZ. AT TOP 4" T t G APA RATED STURD- I FLOOR EXPOSURE 1 - SPAN AND BOTTOM OF OPENINGS, AND SHALL EXTEND A MIN. PERMI'�5 FOR WORK SHOWN ON THESE DRAWINGS AND ANY EXPIRES: 12-31-96 RATING 40'20 OF 26" PAST OPENINGS. 5) PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE SHORING, BR,aG'NG OR :�C,AFFOLDING REQUIRED TO COMPLETE W ►L�: �:" AP,A RATED EXPOSURE 1 - SPAN RATING = 24/0 I OR , LOW ALKALI. THIS WORK. B. PROVIDE 115 BARS HORIZ AT ALL FLOOR AND ROOF. 7) SEE ARCHITECTURAL DRAWINGS FOR ITEMS AND/OR DETAIL5 NOT LEVELS AND TOP OF WALLS. 6) AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM SHOWN ON STRUCTURAL DRAWINGS, COORDINATE ARCHITECTURAL ES5 NOTEI.� O7HERW!5E IN DETAILS OR ON DIAPHRAGM REQUIREMENTS AND TESTS OF A.5.T.M. C-33 AND PROJECT WORK WI H THE STRUCTURAL WORK. OPENINGS IN FLOORS, BEAMS, 4.� !�.-+I�INC: UTrL � T PLANS, SHEATHING 15 TO BE ATTACHED TO FRAMING C. AT BOTTOM OF WALL 6 FOUNDATIONS, PROVIDE SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH OR JOISTS LARGER THAN TH05E SHOWN ON TYPICAL DETAILS MEMBERS WITH 10d NAILS to 12" O.G. 71•P. AND 6" O.C. AT A COURSES OF SOLID GROUTED MASONRY W/ A CONT. PERMISSION OF THE STRUCTURAL ENGINEER. OF STRUCTJRAL DRAWINGS SHALL BE REVIEWED BY THE ANEL EDGES. 05 BAR, ENGINEER BEFORE PROCEEDING WITH THE WORK. * ' I ' I� /� 7) CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY 1 S I 'RUC'r'�.•i PAL STEEL I D. WALL CORNERS AND INTERSECTIONS SHALL HAVE A SAND BLASTING OR MECHANICAL MEANS. CLEAN BEFORE NEW 8) DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE +- STANDARD SO' HOOK BARS MUST BE CONTINUOUS POUR. LOCATION TO BE APPROVED BY THE ENGINEER. RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE AROUND CORNERS AND THROUGH INTERSECTIONS AND CONTRACTOR 5HALL PROVIDE ADEQUATE SHORING, BRACING, '. ' STEEL USAGE EXTEND 36" MIN. INTO ADJACENT WALLS, 8) ALL CONCRETE TO BE REINFORCED UNLESS SPECIFICALLY NOTED .AND GU1"5 IN ACCORDANCE WITH ALL NATIONAL, ST,.:TE AND "NOT REINFORCED" LOCAL 54FET`r" ORDINANCES. ALL ROLLED SHAPES AND PLATES, 457P1 A36, N=36 K51 U.O.N. E. AT END OF WALLS (NOT AT CORNERS) THE HORIZONTAL c3) MAXIMUM SLUMP SHALL BE FOUR INCHE5, UNLE55 NOTED OTHERWISE. 9) CONTRACTOR 5HALL SUBMIT 51-IOP DRAWINGS PER B. TUBE: ASTM A5©© GRADE B, F 3(0. BARS SHALL LAMINATE WITH A STANDARD HOOK t - - '- 'o PERI"117 155UE y° THE HOOK MAY BE TURNED UP OR DOWN AND SHALL SPECIF CA ION5 TO 7-4E ENGINEER FOIR REVIEW PRIOR TO - -- G. BOLTS: .ASTM 430'1 EXTEND A MIN. OF 12" VERTICALLY' INTO GROUTED CELL. 10) GROUT UNDER BA5EPLATES, SILL PLATES, ETC. SEE: FABRICATION. REVISIONS: _ - --SPECIFICATIONS. - D. ANCHOR BOLTS: ASTM A3071PROVIDE +'S BAR VERTICAL s► END OF ALL WALLS. 11) CONDUIT OF PIPE SIZE (O.D.) SHALL NOT EXCEED 30`a OF SLAB 10) DOANOT SCALE STRUCTURAL DRAWINGS. DIMENSIONS SHOWN ON 2) ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND F. AT INTERSECTING WALLS, 50% OF THE UNITS AT THE THICKNESS, AND 5HALL BE PLACED FOUR DIAMETERS MIMNIMUM PLHNS GO`✓ERN. ERECTED !N AGCRDANGE WITH A.I.S.G. SPECIFICATIONS. INTERSECTION 5HALL BE LAID IN AN OVERLAPPING APART UNLESS SPECIFIGALLI" DETAILED OTHERWISE. PATTERN. HORIZONTAL REINFORCING BARS ARE TO BE Ili NOTE REGARDING RAf"15ET REDHEAD D1"N1&",5OLT SLEEVE CONTINUOUS BETWEEN INTERSECTING WALLS AND EXTEND ANCHORS: ALL 3/4"0 RAMSET ;' REDHEAD DYNABOLT SLEEVE 3 ' ALL WELDING TO CONFORM TO A.W.S. AND TO BE PERFORMED BY A MIN. OF 30" INTO THE INTERSECTING WALLS. ALTERNATE 12) PRIOR TO PLACING CONCRETE, THE CONTRACTOR 5HALL ENSURE ANCHORS ARE 70 HAVE A MINIMUM EMBEDMENT DEPTH OF 2 1/2" CERTIFIED WELDERS. THE DIRECTION OF THE DOWEL BEND HORIZ. THAT ALL EMBEDMENTS, ARE PROPERLY LOCATED AND INTO 7i-41E I"'ASONRI AND MUST BE LOCATED AT LEA5T 3" FROM 4) ALL BUTT WELDS ARE TO BE COMPLETE PENETRATION U.O.N. REINFORCING LOCATIONS. SECURELY TIED IN PLACE. ANY EDGE OF THE MASONRY UNIT. THE ANCHORS SHALL BE ALL FILLET WELDS Tri E3E A.I.S.C. MINIMUM SIZES BASED ON MOVED VERTICALLY UP OR DOWN TO ALLOW FOR 71,4E 3" MIN. j 7HILKNES5 OF MATr-RIAL JOINED, U.O.N. 13) SUBMIT LOCATION PLAN FOR ALL PROPOSED JOINTS NOT DIMENSION. ALL CELLS AT ANCHORS MUST BE FULLY GROUTED. INDICATED ON DRAWINGS FOR APPROVAL PRIOR TO WORK. SPECIAL INSPECTION OF THE INSTALLATION IS REQUIRED. 5 ' uJELDING ELECTRG'�E - E�C�:!N, I-I.O.N. REFERENCE !.C.B.O. REPORT NO. 1372 (b) BOLT HOLES FOR MAC►41NE BOLTS SHALL BE NO MORE THAN 1/16" O✓ER51ZE, U.O.N. WHERE OvER5IZED HOLE REQUIRED, PROVIDE LATE WASHER WELDED TO THE STRUCTURAL MEMBER. 7.! .ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED, U.O.N. PROJI Cr: a SNOW LOAD D I AGRA1"i REINFORCING STEEL ( CONCRETE. ) TESTING AND INSPECTION NEW WAREHOUSE -- 1.) REINFORCING STEEL TO BE A.S.TJ1. A(o15, GRADE 60 DEFORMED 1.) SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 306 OF TI•-IE AND OFFICE x '4 �3 ) 2 'I BARS, GRADE 40 FOR 03. UNIFORM BUILDING GODE REQUIRED FOR: BUILDING T r 3) ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD • SHOP AND FIELD WELDING ' I SECURELY IN PLACE PRIOR TO PLACING CONCRETE 16055 S.W. e, PLACEMENT OF CONCRETE AND REINFORCING STEEL Tigard, Oregon 9 '124 . a I I • PLACEMENT OF ANCHOR BOLTS • NTO1 OF RAMSET REDHEAD DYN,'5OL' �; r v ::4) WELDING OF REINFORCING IS PROHIBITED UNLESS APPROVED IS �+LLATI BY ENGINEER. 5LEEvE ANCHORS j ,,j kJAL'� -- - --- - -- --- -- �----------- --------- 5) PROVIDE DOWELS AT ALL CONSTRUCTION JOINTS OF John Duncan SAME x SIZE AND .SPACING MINIMUM U.O.N. 2) SEE 5PECIFICA" ION5 FOR MORE INFORM470N. 16055 S.W. /4th f'or tlrnd, Oregon 9722 1 (o) PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE, fis!^ PLACE ONLY AS SHOWN OR APPROVED, 5TAGGER SPLICES _I 91 psr WHERE POSSIBLE. cale:S A ���M I 'T"�"�L CJ S .---- 1I,1�111 I 1) REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE awn bye iill11i11I1 _� r COVER. BUT NOT LESS THAN ONE(1) BAR DIAMETER UNLESS r OTHERWISE NOTED: Checked by '►� + 53 1J SHOP DRAWINGS FOR TRU5 JOIST MACMILLAN PRODUCTS MUST ' A. CONCRETE CAST AND PERMANENTLY Job No.: 950110 EX05ED TO EARTH (NOT FORI`'ED) - - - 3" BE SUUBMI TEDITY OFI�ORApND APPROVED BY' THE ENGINEER AND Drawing No.: 50-1 B. CONCRETE FORMED AND EXPOSED TO EARTH 2) SEE 5PECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS. OR WEATHER: GENERAL !n % THROUGH 611 BARS - - - -- --- - 2' NOTES 05 BARS W31 OR D31 WIRE AND SMALLER - -- 1'i2" -- C C. CONCRETE NOT EXPOSED TO WEATHER OR DESIGN CRITERIA / J ;- NOT IN CONTACT WITH THE GROUND: 4S .r Q SLABS AND WALLS - ___�_ _....__._.__ _ _--- _ -- 3/4" LY zs:r� - - - - -- _ . -- --- -- - - mer BEAMS AND COLUMNS: PRIMARY 25 per ISV UNIFORtl BUILDING CODE BASED ON THE 1991 U.B.G. 4.1'' 4.1 REINFORCEMENT, TIES, STIRRUPS, SPIRALS --- 11% " .APPENDIX CHAPTER 23 l_. ,�� •= - -- BASIC WIND SPEED = 80 MPH - -- - - - - ----^ -� _ - SECTION 2341 8) DETAIL ACCORDING TO A.C.I. STANDARD 315, MANUAL OF STANDARD EXPOSURE = B PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. IMPORTANCE FACTOR = 1.00 HI I -- A SEISMIC ZONE = 3 Rw �I SHEET ---- - ----- •4ROOF LIVE I LOAD 25 PSF (PLUS DRIFTING) FLOOR LIVE LOAD 50 PSF 15995 SW 74th Ave. 8UP95.00507 S001 22 of 32 LEGIBILITY STRIP 0 I 2 3 4 5 6 7 A 9 10 I I 0 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 m0 cm i CDZ I I I 01 /s MONI • l O;r IllILL1U.11tJ1j.11alliiJ.11> la.1.1.liltlll„Lll.11��.�l..L�1.�11,L�1.�l�Iiiti, il1]11 11.11hI1.]ITIIIIIIIIIL,IjJ�II,hll l�l�1.�1�1tthl1.1I.1difilII:IIIIIIII111111Ili IIjbiIfl-IL1 IN.125X LllI�.1.I1�1�L�1�.111�1.I1�I��� r�. .^:,,. ,-..,..m r..�vf..:.... E .-,..._.�:,. .-.:.-..,..-. ,.._- ....w«r.r••.«+�.-..-rtw.-r..r•.++aw.«Mw+x.«on...m*.+rauqrrri!Fm«m,,...w..,...n,...wNwev.!.1....+..r:.r«nnnrwrv..Awa..,wr.w..+e•.r+w..,.+ww•,.,.,,,-+a.vrna?rwr...««".*++...,. :..,.,,....,. ...�.n +.r+nr,r.�!.+R'++ , a. ro �«+.«r.+!'w .,... _ .. .., ...._. ,. ........... ..... ...... ..... -. ... ...«r. _,._. 1bM�4MMft.uMwK�a«..+,«gVF+.•» -,•.err ' t and Construction Services In 5 4 3 2 9025 S.W. Center Street s P.O. Boz 23184 I Tigard, Oregon 91223 I I Phone: (503) 620-20 --32'-4 1/8" - - I — _ 31'-4" — --------------- --- -- 6g_4�� -- ----- 31'-4" _- ------ -.... -1 FAX: (503) 684-36 9,1.0" 1 1262.1 I I , nRErC�N I I I Q 92.1 pM rri. END OF GRADE BEAM A46- 1 Oj I �� EXPIRES. 12.31.96 -- - - - - - - - -- - �- -- - - - - - - - - - -- - - - - - - - - - - - - - -- -- - - - - -- - - - - -- - - - -I a I ---- ------------------------------- ------------------------ --------------------------------------------------------------- ------------------___------ - - r -- -- - - - - - - -- - - - -- - - - - -- -- - - - - - - - - - - - - - - - - - - -- -- --- - - -- - - - - - - - - -- - - - - - �' �� ' END OF GRADE BEAM \ . III �0,- O r ' I m __— ..0 ---- - --_ 18'� pILE\• �.m - PROVIDE (2) 04 BARS s J. , �� •\ II'.0, SEP FROM FOOTING INTO / D I -F r i - �' GRADE BEAM - 2411 EMBEDMENT INTO EAGN I ' ! I8'0 PILE — —}-1 jl'-m" DEEP/ i i I ---EDGE OF SLAB I I s I I 1 �• - PROVIDE CONSTUCTION CONTROL I I ! PROVIDE l2) •4 BARS JOINTS • 10'-0 O.G. EA. WAY. 18"0 PILE 1 ' IPER DETAIL X/X __ 1 , FROM FOOTING INTO ---S" CONCRETE SLAB , ,'tr/ 1'-m" DEE F� r , — I I I GRADE BEAM - 24" W/ 03 BARS * 18" O.G. Ca' ��; `� �.. / i I I ! I I I I EMBEDMENT INTO EAGN EA. WAY - TYP, .� I I I I , I EXTEND BARS TO \ _ 1 " I a 18 _PILE _ I I I I — EDGE OF FOOTING - TYP. WITHIN Z OF SLAB EDGE } I 11'-0 DEEP �. �-- REVISIONS: II'-0" DEE t I 52.1 '•.,, / ,/ 1 92.1 I I III I I I ?'-©" PILE Ir-0" DEEP/ a OF POSTS I I III I I I I ♦ ♦\ —SEE SWEET 12 i I I �� ♦v n12. ° I I4 OF BUILDINGE► -m" DEEP � --- -- EDGE OF FOOTING - TYP. PILE \ I I I I - EDGE OF SLAB - TYP. ♦, \ �--f-- I I I PROVIDE (2) •d BARS ap e- 18'• PIL 1 I I FROM FOOTING INTO 4 �-'- I ' E.O. BRCS. WALL---F -- E.O. BRG. WALL I - - - I 1 GRADE BEAM - 24" i-- I ,� 5 -m' DEEP .\ ' I I 81.1 EMBEDMENT INTO EAGN I e I �`?,, '%iiI \ � .�•� - - - _ I I—I 52.1 C - - ---- -- — - - - - -- - --- -- - --- - -- - -- - -- - Ii TI I I� \ - I en 02.1 52.1 0° m" s _ cD � T:\ l I — - - — --- - - II '^ - - - - — --- - - - - - - - - --- -- - - - - - - -- - --- OJEC - ----- - -� - - — - -- - - —t - I_----- -- -s-------- --- ---------------- -- ---- - - ----- - - ------------------- --- ------------------ -- ---- --- ---------- -- -----J 6 \r - ------------ -------------- ---- --- � ----------------- ----- I C - - - ---� --- - -- - _ -- -- --- ----- --- ---- ---------•------- ------- ------ --- - - - - -- - - - - - - - I _ NEW - -- - - - - - - - I I - - I I — - - - - - - - - - - r r — — N ----$__ — ry — n I ;� , WAREHOUSE F3 � �- �- -�------i L=r- � �- --- �-- - r � F3� ; AND OFFICE —LIs ,� — 8'.31 I 52.t 2'-10" I I Z'-6" 1'- - - Z3 -3 -- L—J L— J 23'-311 1 -T- - EDGE OF SLAB TYP. I -_8" -'r' ?m'_m" 18'-m" ?m'-m" -- 5'-8'� ' I I . BUILDING ,1 — ^' I 2'-0" I 16055 S.W. 74th Tigard, Oregon 97224 / I I I�A�b, I I I I 1 —� r—�.. — _ _ — .�.. — - _- _I _..-- ---- - � CLIENT: / s2.1 I L ICt1 I F2 1— 9 �F2 l — 9 rl~) J , - 52.1 - ''� --�— I I o I I 4'� — - -- - — - _ --- - -- - -- - --- CB� --� - I g I �- � 8„ I � � � 8" John Duncan WALL II ,� I) WALL / 9-1 82.1 \ , � `\\ m /,� ` � �' / 9 a 16055 �.W. 7g th Portland, Oregon 97224 eta 82.1 I / Dote: 11/17/95 S2.1 \ s�.i \�a, .52.1 Drawn by. SET �'' Checked by, JRN �6,, I Job No.: 950110 5116' 8'-6" j --- -- I I �;` ♦ I I I � Drawing No.: -S1--1 \\ EDGE OF FOOTING I 1 I I ' 4'-0" I?'-8 3/4" 1'1'-11 1/4" 11'-II I/4" 11'-6 3/4" 4'-0"I FOOTING SCHEDULE NO. THICK �BAR FOUNDATION I \ �..__------ ------------ I I I i PLA i \ --- --- I ( I ,�___ -- ___- 31'-4" 69'-4" 31'-4" ' FI 10 f4) �3 BARS EA. WAY ---- ��- — - -- — `-- _ :2 - 10" /6) 'S BARB EA. WAi " i I (2) 5-BARS EA, WAY L-----------� 4 3 2 1 - - --- - - GRID "A" \�I- - - - -- -- - - - - NO i I iSEE NFORMATIION 8/52.1FOR ADD710NAL ' I � � `\ GRID -4- -- FOUNDATION PLAN SHEET 15995 SW 74th Ave. S1 SUP95•luso? 23 of 12 LEGIBILITY STRIP c 2 3 a S s 7 e 9 10 11 12 13 14 16 17 le 19 20 21 22 23 24 25 26 27 26 29 ;O om-. . El I I I 01 4 f HONI j, IOL �! W�1�l1�1.1 11�,11111��► 1I.Wt�1.�1 !111.1.1.1IiI�I�ll�aI.IJ�.I�l��a..�tI.I_III.! IIII11.1IillI1I1I.Ilt�lIIIIIIII.IiI11�1.alt tW���.�W lli�.� l.11���.�l.l.li.1IJI.I_IlII IIII 1.�1�ltl�II.I�.II.�I ��J��aJ�1� 11.1. 1 OL �l 1.1�1.t1.1.11� -9�'i d anc, Construction Services -�" 3 2 9025 S.W. Center Street P.O. Box 2 '84 Tigard, Oregon 91223 Phone: (503) 620-20 1' 2'-4 1/0" 3I 3 -4" 1 69'-4" - - - _ _ ---- - - - ,� -- -__---- ---— -- --- - ,� - - -- --- - - - - - -- - - - --- - -- ___ 31'.411 FAX: (503) 684-36 I 1 , • 4r I f �•FS R. N�.r � I EXPIRES 1?-31-96 1 D1 _ _ _-- �1 1 - - i 9 4-29-9 u PERMIT &E T _zzzz--- I REVISIONS: O`q r W , -I Alii II m l A II Po5 . J ,1 / - I r-- ii. oil 1 I�I I E.O. BRG. WALL-- - E.O. BRG. WALL r� I I 1 LEGEND I � I I 8" C.M.U. WALL� II II n n II 11 - 11 11 I I 11 I, I I X01 , xA, xxx. WOOD FRAMED BEARING WALL PROJECT: II II 1i 11 ii .9� STUDS • 24" O.G. — 6 ---- C VVV - k ------y_- _-- S ARGHIT - _- - - - - _ ^A - - - - i - -- L.100D FRAMED NON-BEARING WALL NEW J EE EG iRALS 3 `sQ v6 WAREHOUSE c'x WALL 'vUMBER - SEE "LL SCHEDULE �. *b I ! 6 6 A 08- AND OFFICE 0 N SEE ARCH. DWGS 2 -.. _ - -19'-3 --------- -- 4 -0 4'-© 19'-3" - { 2 FOR OPENING y — NN_ 20'-0" �.- 18'-0° y - 2-_fd�'0�� r'-�-8"_ - DI""Eti5'ON5 BUILDING�.-_ .: I wOC 6\ NOTES 160515 S.W. 74th r� o � sr WALL +'%t �e I aiA"I , I a+�/�, �s,�+ WALL �'o - - Tigard, Oregon 9 /224 �5 .1y1\ I �`''�� Cp. ALL HEADERS TO BE SUPPORTED BY" A MIN. I 5 -y�, 'S1� '� OF l2) 2x6 STUDS AT EA. END U.N.O. ON TN!S CLIENT: PL AN -- - - - _- - -- —. - - --- - -- - - -- - - - - ---- - --- I 5 I _ T.S_GFNTERED os� II -- - --- - _ -- - B 2 oy�, pN 8T'--W 4LL - B John Duncan Z/> I I`— � �Q fop 16055 S.W. 74th Portland, Oregon 97224 WALL SCHEDULE — C.M.U. .till' QV" ,�+Wj r, I WALL WALL REINFORCING Date: 11-17-95 l / Q I < i M T n — " +� / VERT. BARS r10RiZ. BARS GO MEN 5 scale: 1 - 1 -0_j_- - - - (AD 1 I DBL. 5 • 32" O.G. S • 48" O.G. SEE NOTES 14 2 AND DETAIL BELOW _ I l Drawn by. SET 2 S • 32O.G. 5 . 48" O_ - _ -- - - -_- ---- _ - _ SEE NOTES 1 4 2 Checked by: JRN 1 I " G. 3 "5 • 167" O.C. S • 116011 O.G. SHEAR WALL - SEE NOTES 1, 2 / 3 Job No.: 950110 I ' \ / Drawing No.: S1 -2 �( I.) SEE GENERAL NOTES ON SHEET 90.1 FOR INFORMATION ON C.M.U. TYPE, GROUT TYPE - -- --• - AND REQUIREMENTS, REINFORCING STEEL, AND WALL TO WALL AND CORNER TIES. 4'-0" 11'.8 3/a" „'-11 1/4" I,'-II 1/4" 12'-8 3/4" 4'-0"' ' --- 2.) IN ADDITION TO THE REINFORCING STEEL SHOWN IN THIS SCHEDULE, SEE DETAILS FOR GROUND FLOO SPECIAL REQUIREMENTS AT FLOOR ROOF LEVELS AND ANCHOR BOLTS. PLAN 1. 31'-4" L 69'-411- - - - — _ -`- 3.) THIS WALL IS A SHEAR WALL - PROVIDE (2) S BARS CONT. AROUND WALL ,/ERTICALLY } AND HORIZONTALLY. SO�'D GROUT ALL CELLS IN THIS WALL. 4 3 2X32" O.G,131" O.G. � T ; N � GROUND FLOOR PLAN DBL. 4% ISAR8 Ike' = 1'-�' REBAR LOCATIC)N AT WALL TYPE "NEE r 15995 SW 74th A1 Sliii, 2 24 of P 53?507w LEGIBILITY STRIP O 2 34 5 6 7 �Q8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 mm ri �m 01 � 4 q Q b H�NI Yoe lt.1-111.1t_Ltl.JIl1tlIIIIIIIIIIIIIIiIIIIIIlII1IIIIIiIIIIIIIIII' TIIIIi!IIIIIIIIIIIIi11IIIIIIIIIIIIIILIII�iIIIIIIII(111111111�iItlII1IIIIIII111Jt11-(a1[It.L���LL11Ii103 4• ,4 IJ, v I } J v4 trod Construction Services Inc. 5 (4 ) K3 2 1 9025 S.W. Center Street + P.O. Boz 23194 Tigard, Oregon 97223 ' I I Phone: (503) 620-2086 32'-4 1/8" 31'-4" 69'-4" 11 - -- --- ---- --- ------ - .-__ ------- - FAX: (503) 684-3636 I I 132'-m" I 1 (2 � npE�aN I ' I EXPIRES 12.31.96 I I - I F- I I i 1 � I 1 i- 62.2 - - -- O AJ I FE R"1'T 15 5U REVISION,: "I START JO!5T LAYOUT AT 4 OF OFFICE � A D n 3 52.4 b � it I j �i � ! � NOTE: LK) -' 8 SEE SHEET $1.4 FOR SECOND FLOOR -- II 1!8" TJI pLOGKING 82� PLYWOOD AND DIAPHRAGM CONNECTION I 1 • 4'-0" O.G. AS SHOWN --� -- --- - -- - INFORMAT ION i I LOCATE AT PLYWOOD i JOIN TS �' IZ 9 \ A NOTE: THi5 JOIST 52.4 52.4 NOTE: THIS JO'ST .� MUST BE FULL j MUST BE FULL LENGTH - - LENGTH . 3 8 �222)2.2 52.2 $2.4 i i i n - H i i SZ.4 T -{ _ _._..-- _ b PROJECT: � I I QC ' NEW A - szz i WAREHOUSE ' S IMPSON GL T5-�\ � - -- -- -- - - K� - - —-_� I �SIMPSON GL T5 � i ► AND OFFICE ' -- -- - - - 1 BUILDING 9 I S2Z O - A SOLID 11 1/8" TJI BLOCKING _ �_ SOLID 11 1/8' TJI BLOCKING AT SIMPSON STRAP LOCATIONS --H 1 16055 S.V. 74th - SEE SHEET 1.4 ----�^ (I--- O O AT SIMI-SON STRAP LOCATIONS I Tigard, Oregon 97224 5 8 `„ _! 8 5 - SEE SHEET 1.4 1 j 4 - ----- - - -- - --- - • 82.4 52.4 (� � t11 � 52.4 52.4 .•L 4 I � F (I n G �_O I CLIENT: - , 52.2 - --- - - - - - - - - -- - - - - - - -- - - --- - ---- - -- - -- John Duncan &8,22 52.2 I 16055 S.W. 74th LAYOUt �K1 ' JOIST 8" I 4" 4" 24" 1 - � � Z4" 4" 4" 8" JOIST LAYOUT � Portland, Oregon 9I71,+ I O.G O z,' �O.0 I ' L12i Ila 0 / I Date:52.4 CJ) - CA)— Scale: SOLID II 1/8" TJI BLOCKING I ---- Drawn by. ' AT SIMPSJ STRAP LOCATIONS I I --;T ' Checked by. - SEE SHEET 1.4 1- Job No.: 950110 KEY NOTES : I 1 Drawing No.. S'-3 (� II 1/8" TJI 35G • 24" O.G. --_ i O 14" TJI 35G 24" O.G. SECOND FLOOR k 31'-4" I 69'-4" I 31'-4" 5 .'8 x ID,5" GLU LAM BEAM (24F- ✓4 ' FRAMING PLAN -- - ---- 13 5 GLU L BEAM (24F-,/4) 4 O 5 I/8 x 16.5" GLU-LAM BEAM (24F-•✓4) CFJ l b x 3/4 15" L L G U A^1 BEAM (24F-/4) ) O 6 3/4 x 18" GLU-LAM BEAM (24;---,/4) 2 x8 . 24" O.G. (2) 2 A b HEADER NORTH (3) 2 b HEADER SECONDFLOOR FRAMING PLAN o 31/8 x 13.5" GLU-LAM BEAM (24F-',/4) SHEET SEE DETAILS FOR. LEDGER SIZES 15995 SW 74th AveS1 * 3 BUF95-00507 25 of 32 LEGIBILITY STRTP - ? 6 7 e 9 10 11 12 11 14 18 17 Ij6 19 20 21 22 23 24 25 26 29 29 30 z l 1 1 O1 Q MONI f 103 Lll�,l.i i.i.�l LI L i.L�l Ll .t1,i�t1.��. �1�t� 11 1�.1� �(I.l li.W 1 LTJ L1(.�l 1 1 1 1 1 LII J I l i�Ll i I I I LI-I I LII l l IL►l l.�a1.1_I_LI hl1- 1 l�l�I LL►.�.LI I L 1 I t(i1 11 I I(I I I t I I I I i I I ITI I I I I I I I I I I I,I I I I Jill 1 1 1 1 1!!I LI V I I I I�i 11 I I I I I I I I I I l I I I I I1 I I I I I I I I I 1 I I I I I I 1 I °8 =r i Y IT and Construction Services In, , 54 32 9025 S.W. Center Street s P.O. 80x 23184 Tigard, Oregon 97223 I j 32'-4 i/8" I 31'-4 ' -- 9'-4- - - - -- --- --- - - --- - - ' I Phone: (503) 610-20 ' 31 -4 - - - (503) 684-363( I I - 132'-0" I I I 1 1 nREOON I I I , :n N\r n I � I EXP LS 1) .1196 1 Cb)- I I I - - - ,/ D � r I I I i r � - u /\ 'I --�— A 'J c. \ \ / -- NOTA jI VTHIS STRAP MUST STOP AT STAIR OPENING - ATTACH 1 TO JOIST BLOCKING W/ SIMPSON NIC "7 \v NG' �/ / /' \\ NAILS AT 6" O.C. ALOENTIRE g ! LENGTH OF STRAP k NAILING SCHEDULE PERMIT 155UE _ _ PANEL EDGES 8d • 6" O.G. REVISIONS: / ,1\ CN:-DI FIELD ■ 86 • 12" O.G. ( " - fP. V OPEN SIMPSON G516 COLIED ^ ^ ^ STRAPS • 4'-0" - CANT. /' \ \ /' ' \ /' i \\ I; ACCRO55 ROOF, LOCATED �\ \ ' ' ' \ / AT TJI BLOCKING - SEE ` DETAIL v Y SIMPSON 0816 COILED ,^ \\ \ , STRAPS x 36" LONG v� ` ' \x' LOCATED OVER TJI JOISTS SEE DETAIL / SIMPS TPIS ON CS18 COIL STRAP x 48" LONG - . - LOCATED ACROSS GLU-LAM BEAM AND THIS STRAP MUST STOP AT STAIR OPENING - ATTAG14 II 1/8" MIGROLAM LVL W/ l9J Ipd NAILS v ^ V i TO JOIST BLOCKING W/ SIMPSON Nl0 EA. END. - SEE DETAIL 3/52.4 NAILS AT 6" O.C. ALONG ENTIRE J n\ / LENGTH OF STRAP i „' ` �� >` >< ' %�'' ,-SIMPSON GS18 COIL STRAP x 48" LONG ` \x/ LAM BEAM AND LOCATED ACROSS GLU- \` ��, - - `\ \ �/ 11 7,/8" MIGROLAM LVL W/ (9) I0d NAILS — -- _ _.---- --- -.- \ / EA. END. - SEE DETAIL 3/52.4 PROJECT. \/ >< I _ G NEW WAREHOUSE ' OPEN OPEN .i\ AND OFFICE >< SUB-DIAPHRAGM 112'-0" WIDE) - - - - - - SUB-D'AR�4RAGM r12'-p" WIDE r BUILDING , ! SIMPSON 0518 COIL STRAPS x 12'-0" I LONG • 4'-0" O.G. LOCATED AT \ , /-� '-'- 16055 S.W. 74th I TJI BLOCKING - SEE DETAIL >t� ><.� N-1 II ;'<' ><' ><� _ - - SIMPSON GS18 COIL STRAPS x !2'-p"I Tigard, Oregon 9 ,12-24 TYP L�l LONG • 4'-p O.G. LOCATED AT FOR FASTENERS 1 ,l` TJI BLOCKING - SEE DETAIL ar ,ar ' ~ FOR FASTENERS ><`.II :< JI '><' ><' � �<' ;�' I � - CLIENT:CE -�- -- - --- - - - -_ - -_ - -- _ - - -. - - - - ,. YL * - _ -_ _ _ __ __ _ - _ _ �_ _ . John Duncan E E / 16055 S.W. 74th SIMPSON 0318 COIL STRAP w ''>< I Portland Oregon 97224 m CUT TO 30" LONG • 4'-0" O.G. ;'� `�1 �� ' 04 AT JOISTS AGROSS GLUE -SEE DETAIL 6/82.4 >< Date• A - - -- - - -- - -- - -- - ;- - - ---- - - - - -- - - ---- - --- - - - - 7---- - ---_- - -- ------- - - - - -- -- - -- - - -- - - - - - -- - - - - - - - - - _ - - -- - - --- - - -- - - - -- - - _ . _._ . _ . . -- - - -- - - - Scale: i�• ' I Drawn b r'f I I I SIMPSON G818 COILED � LOCATE PLT"WOOD PANEL Checked b . 1 STRAPS x 5'-8" LONG JOINT ALONG GLU-LAM BEAMS , I Y t LOCATED OVER TJI LEGEND I BLOCKING - SEE DETAIL Job No.: 950110 Drawing No.: SI-4 1 Q WALL TIE PER DETA'L - 52.2 SECOND FLOOR I I //5\ 4 I WALL TSE PER DE-AIL DIAPHRAGM WALL TIE PER DETAIL - PLAN 2, 1 g?� � WALL TIE PER DETAIL - E WALL TIE PER DETAIL N e AF WALL TIE PER °ETA'L SECOND FLOOR DIAPHRAGM PLAN - 1/ = V_0• — SHFF7 15995 SW 741h S 1 • 4 BUP95.00507 25 of 32 LEGIBILITY STRIP c 2 3 5 6 7 6 9 IO i 1 12 13 14 16 17 16 19 Ln 21 22 23 24 25 26 27 28 29 30 Z 1 11 O1 aHONI 0 1 OZ 111111.1��111J111�i1.►�1.1J1��IlJ�,IJ.CI���li.tiltl►.�LI!LIILIITLIIIIIIIIIIIIIIIIII�IIIII_VIII!1111IIII�IIIIILLII�IJIIIIIIITIJIII�lllllflllllll �lllllill�111111111�1111!VIII!VIII!Il��lll�lllllll�l�llll��llllltl!I!1111J�11�!),Illlll!IIIIhh'1�Oz e V i and Construction Ser,.ice'3 5) 4 ( 3 2 9025 ')A Center Street -P.O. Box 23184 Tigard, Oregon 97223 Phone: (503) 620--. 31' 4 1/ - 8" 31'-4" 69'-4" " .�- - - --- - --- - -- — - - ------- --,�--- - _ -- - --- - - - _ - — -- _ >t- 3r-4 -�, F>",x. (503) 684- ;;, , I 132'-0" tQ F '# 10 I I i • I I I f)A1�' I I I ' TRUSS LAYOUT 8" 4" 4" 32" 32" O.G. TYP. i " O.C. . " I ✓'�Mf r 17�,�G0�' 8" TRUSS-LAYOUT NOTF-TQ_rR_V,Ct`� AC-TURL: LvQTE-TO TRUSS MANUFAGTURF --- - ------- THIS TRUSS MUST BE 8 THIS TRUSS MAST BE I EXPIRE : 1131 96 q I 4 X 8 648" (7).C. 571 2 X 6 0 48" O.C. AS 54OLLN CAPABLE OF RESISTING g23 CAPABLE OF RESISTING WALL AND FIRST JOIST - TYP. A TENSION / GOMPRl=SSION A TENSION / COMPRESSION AXIAL LOAD OF 54000 AXIAL LOAD OF 54000 --i - ry S - - 4 X 8 048" O.G. BTWN WAL- .:ND FIRST JOIST �t 2 48' O.G. AS 5H0LN BEARING WALL - - ---- I0 � J _ — _ 9?3- �� -tf-9(c PERMIT ISSUE 1 -- rl 48" TJS REVISIONS I 7 52.4 -- %0. J0157 LAYOUT TO START FROM It I I - — 63J -V tir I 14" TJI BLOCKING � I -- - 0 4'-©" O.C. As SHOWN LOCATE AT PLS WOOD [ JOINTS 2 923 I1 1 923 ROOF R __. -�� •'��� .� t-� � _..- - - ----._. _ _.. _ . PROJECT: - — C � � - - --- - -- - - . - •----- - -- - -- - - ---- --- =-1-1-11Ll ! . CNEW � _ HOUSE _ 1IVARF Ira -- - -- -- (-S - L S23 0 UPPER 923 r j 4\ 23 I AND OFFICE ROOF _ _ 8 5 23 BUILDING - NOTE: SEE SHEET 51.6 FOR ROOF PLYWOOD S?3 LOWER 0 AND DIAPHRAGM CONNECTION i ©', 16055 S.W. 74tH L!NFORMATION ROOF 823 _ 50LID 11 -7/8" TJI BLOCKING Tigard, Oregor. 97224 C4.' 1 1 4 AT 51"1P50N STRAP LOCATIONS 4 92.4 52.4 82,4 - SEE SHEET ib I C_I.IENT: i John Duncan 7t -t , 16055 ':.W. 74th mI I I y l K24" 4"24° 8" JOIsr LAYOUT I �, Portland, Oregon 97224 r, I JOIST T 8 LAYOUT I 4" 4" 24" ---- --- 411 O.0O O� y O 6 -- - - ---- - 5 s?a I Date: 11-17-95 1 -- - -- _ O 1m O �s23 Scale: 1'. O° i 82.4 SIM. SOLID 11 1/8" TJI BLOCKING Drawn by. SET ' AT SIMPSON STRAP LOCATIONSt - 1.6 Checked by. AN SEE SHEET KEY NOTES i Job No.: 950110 Drawinq No.. >1 5 (A) II 1/8" TJI ' 35C 0 24" O.G. - NI I I U 14" TJ , 35C 14" O.G. ROOF FRAMING 5 1/8 r I0.5" GLJ-LAM BEAM (2,0:- ,/4) 31'-411 &SI-411 311-411 PLAN ----- �.- — --------- - _ -�` - - ---- -- —--- O 5 1!8 x 13.5" GL J-L AM BE AM (2 4F-V 4) 05 '/8 v 16.5" GLJ-LAM BEAM (24F-V4) 4 3 �� ) F 6 3/4 15" BEAM (24F- ,/4) G� 6 3/4 r 18" CLU-LAf°'1 BEAM (24F-V4) 2x8024" O.G. I (2) 2 r 6 HEADER ` No TM �J (31 2 r. 6 HEADER ROOF FRAMING PLAN SEE DETAILS FOR LEDGER SIZES SHEET 15 74th 13 Sle5 a BUP9595-00507 27 of 32 LEGIBILITY cTRIP O _ 5 6 7 e 9 10 12 13 14 16 1— 6 19 20 21 22 23 24 25 26 27 26 29 30 ZI I I of 15 g g N��u s 10? 1., 111 1.111,111�t11 1�1�.1a-��.-IL>j.�Ll,.lil�lllllLIIIIJIIII1II�IIIIIIi11�111111111IIllllllllllllllllll�IIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIII��IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII�111111111I111111111 IIIIIIIIIILIII-11111�111111111LII.,� !, OL r- ; a /� NAILING SCHEDULE : and Construction Seri-ices n� 5 � ( 4 ' 3 - _� ��� �, 1 I 9025 S.W. Center Street P.O, Box 23184 NOTE: N ADDI'!0N TO THE NAILING REQuIREMENTS Tigard, Oregon 97223 I Y SHOWN BELOUJ, PROv!DE 8d N:.,LS • 2 I,:" O.G. _ __ _ - AROUND Tr-+E PERIMETER OF ';-4E WAREHOUSE ROOF. Phone: (503) 620-20V 3?'-4 1 8, 31'-4" 69'-4" 31'-4 ,�. - --- - - — —�--- - AX: (503) 684-3631; PANEL EDGES w FIELD , 8d * 12" O.G. FANEN-? F'ELDL EDGES . 886 0 12 O.C.6d 4 OEOp�f 25'-4" _ 8L>'-m" ,� - ?5'-4" �#°(i.,35 I PROVIDE SOLID BLOCKING AT NO BLOCKING REQUIRED IN THIS ARfA PROVIDE SOLID BLOCKING AT r' PLYWOOD PANEL EDGES IN THIS AREA PLYWOOD PANEL EDGES IN THIS AREA � � ii owca�N I ' b'-8" IS'-8" 80'-m 18'-8" ��� ✓G �. b N-! N-I N-2 MMES R. PJ%GG`• SIMPSON GS18 COIL STRAPS x ?m'-m" LONG • 4'-0" O.G. LOCATED AT 2 x b 8'-m" 4'-m` START PLYWOODEXPIgES: 1131 96 �_.__._ FRAMING SEE DETAIL FOR FASTENERS -�\ - -- _A'T'OUT "ERE 74 -- —_ ✓ / / \L A ��-- --- �..�_' .' SI""'�SON GSIB CO'L STRA" LONG 4'-O" O.G. _OGATED AT x b SUB-DIAPHRAGM - L FRA"'NG SEE DE-.a'_ FOR FASTENERS PER`11T 155,E PROV'DE Sd NAILS .'/ / \ " O.G. ALONG I` E ��'il SION S: 4 I. ROOF JOIST AT - ' \� ♦\ - ---- PROVIDE 86 NAILS THIS LOCATION 0 4" O.G. ALONG ROOF JOIST AT \// pyp \�/ / \ THIS LOCATION SIMPSON GSib COLIED ^ STRAPS • 4'-m" C.ON* / / / ACCROSS ROOF. LOCATED \ \�/ �♦ ,� II �` L I I AT TJ' BLOCKING SEE A —�� ' DE'A'L - c / T \ / / \ L �` - \ / \ .� L S,'"•�'SON GSIB GOILEG' -- 57R4P5 x 36' L004G TJI JOISTS SEE DETAIL ri n ' i i-__ 1� / \ ♦ `�� �''" \��� -'- `�� --- •�� i''" ` - 11 C ' NEW _elf , � - ' WAREHOUSE " '\ ,\ , <- ><,- AND OFFICE ' I SUB-DIAPHRAGM lit'-m" WIDE) -- — - �><� ;><�\� \`��><'��+ I '~ BUILDING 9 N-I �.><' ><;` `>< _-. — SUB-DIAPHRAGM l'?'-©,, W'DE d ^' SIMPSON GSIB COIL STRAPS x 12'-0" s TVP. — — © 16055 VV. /74th LONG • 4'-m" O.G. LOCATED AT �' — gIMPSON G518 GOI� STRAPS x !?' D"' , TJI BLOCKING - SEE DETAIL - ;> ,><'� ,><' ( \`�,><, ,><'� ><' -- — Tigard, OrF gon 9722 FOR FASTENERS ' LONG • 4'-0" O.G. LOCATEp AT - 1 TJI BLOCKING - SEE DETA'L FOR FASTENERS , T. � B _ _ _ _ - ---- - ___ .. _ - -- - - - - _ _ - - - - - - ---_ - -- - - - -- _ - - - - - - - - 1� x R John Duncan . /T♦` /i ♦♦♦ -' '/ `''/ - `♦♦ � / I 6055 S.'IV• 7 4tFI '^I SIMPSON C-818 COIL STRAP F >'' Portland Oregon 97221 f CUT TO 30" LONG • 4'-0' O.G. �:- ♦< /' • ' ni I AT JOISTS ACROSS GLU-LAM i / ` --- ------ -SEE DETAIL 6/82.4 Date l --- - - - - - _ - - - - I - -- - - -- -- ---- - -- -- _ �_- - -- - --- Scale: A Drawn b . �E T I I SIMPSON G818 COILED LOCATE PLT WOOD PANEL I Y STRAPS x 5'-8" LONG JOINT ALONG GLU-LAM BEAMS ' LOCATED OVER TJI Checked by. ,iRN BLOCKING - SEE DETAIL I LEGEND Jab No.: 9��� ,0 I I N-I INDICATES NAILINr, PATTERN - SEE NAILING SCHEDULE ROOF Q UJ,aLL TIE PER DETAILC62.3 — 6 31 -4 69 -4 31'-4" DIAPHRAGM PLAN 4 K WALL TIE PER DETAIL - 4 �3 A WALL 11E PER DETAIL S2� Q WALL TIE PER DETAIL (6233 NO TH (Da ROOF DIAPHRAGM PLA�J WALL tIE PER DETAIL — � _ � - SNtET WALL TIE PER DETAIL 82� 15995 SW 74th Ave. S196 BUP95-00507 28 of 32 LEGIBILITY STRIP z 12 ��. ,, �� z3 ]4 25 26 27 28 29 30 z 1 I nl e e b N3NI 4U1 OZ IIi.11�J11.1-�1.1�.1.�1a11.�11.�.1�1!�.� 1��ltl.tea.l�l�!111 .�L111-li.1.i,�.J�,11.►.LILI�11.1IILIIIIIIIIIIIIIIIIIIIIIIIIII!VIII!IIIIIIIIfI�IIIIIIIII�IIIII!II►LIIIIIIIIIIIIIIIIIII�II!IIIIIIIIIIIIIIII��IIIIIII,''!II►L111�!IItIIfI�II�(�IIII�II!I!(I!!IIfIIIIIII�o� S �I d., i EE N G - _ �-� -c ^-• -rte_ -_—_._._`_ a :. .. ____. - ^ _ .-------- - -- - + aL c_,r ,:,mac -/• ;..,.., =Q-c-_ • i _ _ _ _ _ _L �= - _ - �c-�' - "_----- -� -- -�� ._ - - - - - _ --- -- -_ ----- - '._. _ N .�! ._ -- •- � _, _. :� tip 7 _ R 4 \v ? to -ii �... _ =c-_.: � .-`.= ----' - •� a_t� . .�►ti' '~-=_?'- _ -_ � `t=' ^'. . _ :-� .�,. •- _ . -- w =10 3 mow.•- ••� � ^} � - �Y• - • �'. `�: • • - . n ,4otS - -� - -- - r"PAES 12 ?: 91 L - -G 10 BASE PLATS DETAIL 7 FOOTING DETAIL 4 FOOTING DETAILFOO � T1NG DETAIL .V 0 41 t r � _ --._1- ...- -Cc CC ___- ^=_ - " `,u �:-=-�.,.__ -::;rc _ _ _`�� •_ • fix`-- y I m =to NEW r _ ON _- = WAREHOUSE SHEAR WALL. FOOTING 8 POST FOOTING DETAtL FOOTING DETAIL AND OFFICE 5 2 F�.�OT1NG DETAIL BUILDING =�==_ Ic ahn Duncan • ,� s nom,;-Q'c - _ _ y — .- _ _ ^G � : �. .. ---- C_ 6�,..�•c�� Kms_ - -- - --- - - - - - _ =�•r • _ • 0 A` C OL =� - _- _ _ e _ - FOUNDATION - /___ DETAILS -- , - oil ^� 'A MS IIAM :I CIR r, 4 Ll k -0--- le 1AUGER AND BEAM FOOTNQ DETAL FOOTING DETAIL 1i - 6 3 F+001 N�G DETAIL I 1 24" x 8 3'4" x 7/8" TH CK - r PLYWOOD AT EA. SIDE: Or- ___3 1/8 x 13.5" GLU-LAM HEADER II 1/8" MICROLAM LVL CONT. JOIST WEB - PROv'DE (10) Imd - 3/4" PLYWOOD 3/4" PLYWOOD NAILS THRI,, EA. SIDE .irvD SIMPSON NTTRIAGIpB"1 PLAN FOR DYNABOLS SLEEVE ANCDOR S'MPSON LTT2pB TENS ON TIE and Construction Services I 3/4"o WAMSET / REDHEAD 3/4"o RAMSET ! REDI14EAD 1 D'r-NABOLT SLEEVE ANCHOR DYNABOLT SLEEVE ANCHOR SIMPSON LTT2mB TENSION TIE - 6 1/4" LONG (2 V2 MIN. EMBE ) / SEED b 1/4 LONG C2 1/2' MIN. EMBE ) SEE DIAPHRAGM PLAN FOR nc. CATALOG NO. PN-3461 LOCATIONS - FILL ALL HOLES b I/4" LG. l2 1;1" MIN. EMBED. SLE DIAPHRAGM PLAN FOR __- ' W/ CATIONS - FI NAILS CATALOG NO. HN-3462 LOCATIONS - FILL ALL. HOLES CATALOG NO. HN-3461 LOCATIONS - FILL ALL HOLES SEE GENERAL NOTE NO. II ON / SEE GENERAL NOTE NO. II ON W/ SIMPSON N1p NAILS SEE GENERAL NOTE NO. 11 ON _ W,' IF,d NAILS - CLINGS NAI-- 9025 S.W. Center Street � P.O. 80>< 23)84 SHEET 50.1 FOR IMPORTANT / If SIMTJI 50LID PSON GS LOLOCKING CATIONS ONS S"EET 0.1 FOR RIIMPORTANT II 1/8" TJ! SOLID BLOCKING SHEET. 50.1 FOR IMPORTANT / OVER 1/8" PLI"WOOD ON Tigard, Oregon 91223 INFORMATION. - "- AT SIMPSON C5 LOCATIONS, INFORMATION. _-"`^ OPPOSITE SIDE -11 .I 1/8" TJI / 35C II 1/8" TJI 35G • 24 O.G. 1, -3/4" PLYWOOD Phone: (503 620-2086 -� I • 24" O.G. - 5 10'-m" AFF. 10'-p" AFF. - VAX. 1/503}} 684-3636 --------- --- --- -- � �10'-m' AFF. 1 5 BAR - CONT. i 5 BAR CONT. -- j �� �5 ♦G I Net �{iO 11,135 5 BAR - CONT. SOLID GROUT ALL COURSES SOLID GROUT ALL COURSES AT BOLT - - --- - AT BOLT 1— - - - - _ OREGON e` SIMPSON GS18 COILED STRAP SIMPSON CS18 COILED STRAP '11 7/8" TJI 35C • 24" O.G. I4/lcs --- \ GUT TO 12'-0" LONG W/ (9) GUT TO 12'-0" LONG W/ (S) SIMP50N N10 NAILS INTO '"1A C ! \� 11 1/8" MICROL-+T L /L CONT. _ 51SON Nip NAIL NTO "11GROLAM LVL AND NIp NAILS ,,, MIGRO AM LVL AND NI© NAI,.S ` EXPIRES. 12.31.% 8" G!"LU. WALL �" - 8' G. .J. WALL • b" O.G. ALONG ENTIRE LENGTH 1 \ • 6" O.G. ALONG ENTIRE LENGTH 8' CMI:. WAIL � � \ OF STRAP INTO TJI BLOCKING \ OF STRAP INTO TJI BLOCKING t, DBL. TOP PATE \ 11 1/8" MICROLAM LVL BLOCK \ 11 7.8" !"'ICRC AM LVL BLOCK BEARING WALL AT 51MPSON LTT20B AT SIMPSON LTT205 1 x 6 • 24'' O.G. I \`NON-BEARING WALT 1 p NOTES: NOTES: 2 x 6 • ?4" O.G. NOTES: I.) SEE WALL SCHEDULE FOR T'I'PIGAL C.M.U. WALL REBAR SIZE IJ SEE W::LL SCHEDULE FOR TYPICAL C.M.U. WALL REBAR 5'ZE SEE WALL 5GHE✓ULE FOR "TF',GAL C.;L- JJ,%LL REB-:R 5 :E AND SPACING REQUIREMENTS. AND 5F-1AG'NG REQUIREMENTS. :ti;� 5P"C'N6 REQJ,REMEN'S. rid� 7 DETAIL AT OFFICE FLOOFt l4 DETAIL AT OFFICE FLOOR _ _ - � DETAIL AT OFFICE FLOOR 11 31" x 8 3/4" x 1.'8" TH'CK -- l ' PLYWOOD AT EA. SIDE OF 8" C.M.U. WALL i JOIST WEB - PRO`✓IDE 15> Ipd a ' NAILS THRU EA. SIDE AND r -~ L 4 x 4 x 3%8" x '2LONG CLINCHED. _.3 ,. W/ C?) 13'16" x 1 1/2" ✓ER'. SLOTTED HOLES B" C.G. SIMPSON MT7285 TENSION TIE - V SEE DIAPHRAGM PLAN FOR 6` - M - L-"L',-`1 y PERM:7 ISSLiE f LOCATIONS - FILL ALL HOLES -- / 11 1'8" GROLAM LVL BLOCK 5 E34R - CONT. --�_� - S' ICON GS'b GOILEG W/ I6d NA!L5 - CLINCH NAILS y / AT SIMPSON L7'205 SEE PLAT, I REVISIONS: — 3/4"o T - !2i 3!4''0 ".15. ;J/ 6" MIN. FOR LOCATIONS l THREADED ROD OVER 1/8" PLYWOOD ON j _ -- 3!4" PL`'WOOD EMBED"1EN' 8" G.G. - W/ NUTS AND WASHERS OPPOSITE SIDE -SEE DETAILMOR AS SHOWN `� �-- -'- ` it 1/8" MIGROLAM LVL BLKG.--- / / - SIMPSON LTT205 TENSION TIE MORE --3/4" PLYWOOD SEE DIAPHRAGM PLAN FOR SOLID GROu' _ _ ••; 1 ' LOCATIONS - FILL ALL HOLES 10'-0 AFF. 10'-0 AFF. W:' S'TPSON 'vim NAILS 10'-0" AFF. , IE b x b x 3/8" W/ 13/16110 1 0 -- - "� r y _° _ o Za i I -v - 5 BAR - CONT. 5 BAR - Coti-. r 7 / ' �►' . �.� . . 3/4"0 RAMSET / RFD14EAD S BAR - CONT, - - - DYNABOLT SLEEVE GNGHOR 3/4"0 RA, ,SET .1 REDHEAD ✓YNABOLT SLEE'✓E ANCHOR 6 1/4" LG. '2 1/7' MIN. EMBED-' • 4'-0" O.G. CAT,4LOG NO. HN-3462L I SEE GENERAL NOTE NO. 11 ON - - - -SEE DE'A'L �I_ FOR `1083` �u�= 11 1/8" TJI ! 35C 24" O.G. SHEET S0.' FOR 'MPORTANTT/ "•'8" TJI 35G 'NFO. '?� \\ 11 "8" TJI 35G BLOCK'NG - • 4 :Nr OF 24" O - -- - -- • .G. ` `� -0" O.G. \\ 11 1.'8" MICROLAM L'✓L - CONT. 8" C.M.U. WALL i . � 11 "/8" TJI 50-I 'D BLOCKING \ II 7/8" TJI / 35C J0 5-5 4 _ DBL. TOP PLATE BEARING W.:.LL `. AT 51"IP50N GS 8„ "LL • 24" O.G. 2 x b • 24" O.G. - y S;I"IPSON C518 COI:_ED STR"10 \ 11 -1.8" MIGROLAM LVL - GONT. BEARING WALL GUT -0 5'-8" LONG J '(5) � PROUF CT: 2 x 6 • 24" O.G. SITPSON NIC NAILS INTO �`_ DBL. TOP PLATE - MIb" O.C. LVL AND NI0 NAILS • b" O.G. ALONG AND 110 LENGTH 1 I ^\` BE"R'NG WALL � NEW NOTES: _ _ NOTES: OF 57R,- �= !NTO TJI BLOCKING 2 x 6 • 24" O.G. —___----- --_----- --- NOTES' - _._ - WAREHOUSE 3 I.) SEE WALL SCHEDULE FOR TYPICAL C.M.U. WALL REBAR SIZE IJ SEE WALE SCHEDULE FOR T1"P GAL CM.U. WALL REB4R SIZE 1.) SEE U1.>L_ SG.:E:�L­E FOR TYPICAL G1 1U. WALL REBAR SIZE AND SPACING REQUIREMENTS. AND SPACING REQUIREMENTS. AN:� SP:.G'NG REQl, RE1,IENTS. AND OFFICE 11 g DETAIL AT E FLOOR 5 DETAIL AT OFFICE FLOOR 2 DETAIL AT WEST OFFICE FLOOR BUILDING 1 '2" . 1'-p16055 C.W. 74th Tigard, Oregon 9 CLIENT: 3/4"o RAMSET REDHEAD DYNABOLT SLEE`✓E ANCHORS John Duncan rr • 5'-8" O.G. MAX. ' - -- - - 'I ' '8" h' GROLAM L'r'L BLkG. . . .• ' '' 16055 S.W. 74th TJI 35G • 24"� � L 4 x 4 x 3'8° x '2° LONG Portland, Oregon 9-7224 7,'0" T 0S• - W/ (2) 13/16" x i L'?" VERT. ,�' � •' �' " CATIONS G518 GCI-ED STRAP SLOTTED HOLED 8" G.G. �. , 11 "/8" TJI 35G BLOCKING - -- �OGATEp ON BOT. OF BLOCKING • 4'-m" O.C. - LOCATE A' G '~'I V Uate: 2- ' G1JT TO 5'-8' LONG W,' 9> ICd �':;, �' '� PLY-WD PANEL JOINTS NAILS INTC 11 1'8" I-!CROLAI"' L✓L (2) 3/4"o A.B. W/ 6" MIN. Scale: 1 1/2" = V-0„ BLOCK AND • 6" O.G. .•%LONG '� ENTIRE :_ENGTH OF S`RAP IN*O EMBEDMENT 8" G.G. ,�' �, \` ' JRNJ, BLOCKING MPOON GSI6 COIL STRAP Drawn by. SET S / y, •. � y ,' r CON'. TO OTHER WALL Checked b LJ, SIr1PSON N10 NAILS Job No.: ?50110 • 12" O.C. THRID PLYWOOD c2_2 r- -----------______. _.-. _.._.. __- _ - -- - -- -- _- . _ . _- 2" INTO TJI BLOCKING Drawing No.: 1"81,--}� ?11 - - I DETAILS -I'. 7.'8" M!GROLAM BLOCK �•r' \\ \\ II 1/8" TJI BLOKING A- - SIMPSON C54b COIL STRAP \ \ / SIMPSON CSIB STRAP - x 36" LONG V (S) CIMPSON NI© NAILS THRU F�LI WOOD - INTO TJI \ SIMPSON L77205 TFNS'oN TIE ` SEE DIAPI••IPAGM PLAN FOR 11 1/8" T J. 35C • 24" O.C. LOCATIONS - F;LL ALL t-4CLES W/ SIMPSON NX NAILS ` 3/4"♦ RAMSET / REDHEAD ` DYNABOLT S-EE ✓E ANCHOR _ V ' I SEE DETAIL 5 15995'Wi 74th Ave SUP95.00507 ]0 of 32 12 9 g PLAN DETAIL AT SOUTH OFFICE FLOOR 3 PLAN DETAIL AT WEST OFFICE FLOOR r .�r�t� S 2 . 2 LEGIBILITY STRIP C 3 4 5 6 e 9 C 2 13 4 6 17 i8 19 20 21 22 23 24 25 26 27 28 29 30 D I I I QI ,. . . . . . _ ., . . 11I31 . MONI 9yl OZ �- � 1Ibli�'h10LI3 .�11I�al- 113.11dd;,.11,1. 1..3 _I ]h..1,1110 a b J f _ SIMPSON G518 COILED STRAP NG - �4" x -- - _ CONT. BLOCKISUPPLIED 8" C.M.U. WALL CUT TO 12'-0" LONG W/ (91 8" G.M.U. WALL $ 3/4" x 1,'8" Ta;IGK BY JOIST MANUFACTURER I ,PLYWOOD AT EA. 51DE OF 5 B�:Fz - CONT ��'� SIMP50N NIC NAILS INTO 3/4PLYWOOD JOIST WEB PRO'/IDE f IC 10d -� . � MIGROLAM LVL AND N10 NAILS ' 1 SIMPSON CS18 COILED STRAP „ II 1/8" 35G • 24" O.G. NAILS THRU E4. SIDE AND �'—3/4 PLYWOOD • 6 O.G. ALONG ENTIRE LENGTH CLINCHED. l _ 3/4"o RAMSET / REDr+EaD CUT rO 20'-0" LONG W/ (9) ICd 3/4"o RAM5ET / REDHEAD 3/4'0 RAMSE • REDHEAD OF STRAP INTO TJI BLOCKING NA;.5 ItiTO 4 x 10 AND 10d NAILS DYNABOLT SLEEVE ANCHOR DY�.:.BOLT SLEE'/f ANGHOQ - 48" TJS • 32" O.G. 3/4" PLYWOOD DINABOLT SLEE ✓E ANCHOR SIMPSON STT?CB TENS-ON TIE and Construction Services In • 6'' O.G. ALONG ENTIRE LENGTH /� b 1/4" LONG r2 1/2" MIN. EMBED ) b I/4" LG. l2 I,'2" MIN. EMBED.' SEE DIAPHRAGM PLAIN FOR b I,'4' �G. c? I/2" M1N. EMBCG.) OF STRAP INTO 1 x 6'S CATALOG NO. HN-3462 �,. SIMPSON LTT20B TENSION TIE CATALOG NO. HN-3462 LOCATIONS - FILL ALL HOLES CATALOG NO. i-IN-3462 i / SEE GENERAL NOTE NO. 'I ON 3/4" PLYWOOD SEE GENERAL NOTE NO. IIT / SEE DIAPHRAGM PLAN FOR SEE GENERAL NOTE NO. 11 ON \ / W. Ibd NAILS - G,_INGH NAILS 9025 S.W. Center Street s P.O. Box 23,'84 I/?" PLYWOOD SHEET Sm.l FOR IMPORTANT % LOCATIONS - FILL ALL HOLES SHEET 50.1 FOR IMPORTANT O'✓ER 1/8" PLYWOOD ON Tigard, Oregon 97223 SHEET 5C.1 FOR IMPpRT,:.Nt � � x 6 • 48" D.G. - SEE ROOF `� INFORMATION. .""�-�- I �— � W/ SIMPSON N10 NAILS NFORMATION. OPPOSITE SIDE !NFOR!`^.:TION. - _- ----- - _ FRAMING PLAN �- _ - _ _ - - - - - --- .. _ SEE aRc�+. - - ---\-- -- VARIES Phone. 503 620 2086 4 x 8 P.T. BEVELED � � VARIES / I • 3/8' PER F7. SEE ARCH. CARIES ,L_ - - - -- --- --- -- - _- _ 10 SEE ARCH. •:� - _ \ FAX: 503 684-363t \ NOTE TO TRUSS II . ° . ° V ro ) • • 26'-0" (SOUTH WALL) --- � _ :k - '' T ANUFACTURER: _ -- c� 24'-0" (NORTH WALL) "' HE CONNECTION S B-4R - CONT. / \ -Q --; - Z OF THE TRU55 TO ~ - - • F' ' I 3/4"o AB. W; b' MIN. SOLID GROUT ALL COURSES • ____!._��.____!__J - - -` , SOLD GROUT ALL GOUR8E8 r c' ' � '' I ' � THE 4 x 8 MUST -__-.-- - --?I '. _! __!_�-! ._• ��• _. 1 I AT BOLT --- --.------- - � EMBEDMENT • 48" O.C. � - - - --------- •, � ; •-' . . ° ° -�. _ . EO PROFF ' ?' I Bt CAPABLE OF - �.. • -. � •�T BOLT -- -- :`• -_-�_- cd n_ � RESISTING 150' 05 BAR - CCNT. �, -�.r -_ Cr t E-- -- _ v 4 11,�3 y SIMPSON F26 - S BAR - CONT, \ D 9 +-- -'.---_ ---•_ I-+APJGERS '5 BAR - CONT.- T.O. FE '„•� ': � - � II ','8” "'11GROL�,M L S MP30N \ \ HUS4107F 48" TJS \ \ , • 24" O.C. 35C w - ,� I3ETWEEN JOISTS HANGERS SIMPSON L10 • 24" O.G. o�toon 11 1,'8" TJI SOLID BLOCKING 3/4"0 A.B. W.' 6" MIN. �• / FILL "L� NOLE;5 W/ '(,fid NAILS v ✓�'�Y 11, �os� \� \ 5tM�•50N HD5A • 4'-0" O.G. AT 51MPSON G5 LOCATIONS EMBEDMENT • 24" O.G 7M O� \ \ -SEE ROOF DIAPHRAGM PLAN a 4 x 8 GOVT. FS SOLID GROUT COURSE aT R. N%G - W/ (2) 3/4"0 BOLTS THRU 4xl0 II 1/8" MICROLAM LVL BLOCK AND BELOW A.B. \ AT SIMPSON LTT20B E - 3,'�6" ' '4" EXPIR : 12-31 2c= 4 ,c 10 • 4'-0" O.G. NOTE: A.B. ELEV. W L_ 8" CMJ WALL - �' 1 11 1;'8" MICROLAM LVL - CON?. /ART" JITH THE ROOF L 4 x 4 x 3'81' - CONT 3 /8" x 9" CaLU-LAM BM. - CONT. �' "' S O BE MO'✓E D UP OR DOWN ON IE FOR. F;NE 3/IbIE 4x 12 x3" T ADJUSTMENT ` ;8EA. A.5. " • NO E5 NOTES: --- --- - _— -- ------ _NOTES: _ -- ---- .-- — --- - -- -- -------- — -- NOTES: _ W/ (l) 13;Ib"o HOLE to A.B. 1,/ SEE W"LI_ 5GNEDuLE FOR Ti P;C.+� G1".. �..�L REB�'.R S'�E I.) 5EE WALL 9GHEDULE FOR TYPICAL C.M.U. WALL MBAR SIZE 1.) SEE ,UaLL 9CHEDULE FOR TYPICAL C.M.U. WALL REBAR S!ZE I,) SEE WALL 5cHEDULE FOR 'YPIGAL GM U. WALL RE54R SIZE AND SPAC'NG REQUIRE' TENTS AND SPACING REQUIREMENTS. AND SPACING REQUIREMENTS. AND SPACING REQUIREMENTS. 10 . . Aims AT WAREHOUSE ROOK ��7� DETAIL AT WAREHOUSE ROOF DET 4AIL AT SOUTH OFFICE ROOF 1 DETAIL AT SOUTH OFFICE ROOF 1 1/2" 1'-0" 1 I/2" 1'-0" 1 I/2" ° 1'-0'' ?' • �„ rSIMPSON G518 COILED 5TAP - L 4 x 4 x 3/8" x 12" LONG 1 8" C.M.U. WALL - i % CUT TO 5'-8" LONG W/ i . .e 1 I IE 4 x 4 x 1/4" EA. SIDE TS. 4 x 4 x 1/4" - 3/4"0 A.B. W/ b" ® _ f 6 PLATE • SIM. 21'-b-1/2" AFF. (• SIM.) j, MIN. EMBEDMENT , .4- DBL - -- ----- --------------- TiE NTO PLATE A' C. I.U. WALL - - - - -- .. =- --3 111' 51/4" x 4" x 3/8" - - -- , W/ (I) I"o OVERSI5ED and Construction Services ':nc. HOLE • 4 -" - ----- -_ - 1/8" h11r,R0LAM ",/L BLKG - A- ,� , -- 1 x 6 • ?4" O.G. ,�-`�=�' S I/8 x 16.5" GLU-LAM BEAM PL AN BETWF'EN JOISTS 9075 S.W. Center Street � F.0. Boz 23184 3 4" PL.Y�*DOD k 5 1/8 x 16.5 GLU-LAM BEAM g g - - a 1 A �� - Tigard, Oregon 97273 ' -- !•') 3/4"o BOLTS `�- I' NOM. / ���--- II 1.'8" `'JI 35C • 24" O.G. 1 II ' '8" `J 35G • 24" O.G.. II 1/8" TJI • Z4" O.G. 3,4" P, ,,JOOD 20'-0" AFF. \ - - - -_-- ------ _ e. (503) 620-2086_- 2" 12:: 2.. 2..{}- i'r --- ROOF FAX: (503) 684-3636 4:: -- - - -_ 20'-0" AFF. (• SIM.) j I �n ii �n lI ii ot � T' � --_—n ROfF� f u ' % -- 1 I I ----- ---- v`' 11,135 i s f II 1/8" MICROLAM Lv1L - CONT. I �- --- Oo I U - -- - - <o) � --- , - - - -- 1 -V" ORIEWN I (?) 3/4"o BOLTS _ - / / rA i - d i+ _ A�- - -- --------- - x MFS rri. N\�'O II / ------ ---------- i 3/16" / ' I IE 8" x 12" x 1/4" W/ (2) 13/Ib"o ' I EXPIRE.{=12=-31-% _-.-_ DBL. TOP PLATE / I t �_ - I 1 DBL. TOP PLATE JI , \ " HOLES EA. SIDE Or- SEAM } , i C Ie Ib" x 1Z' x I/4' W/ �4J 13/16 0 _ Irl" PLYWOOD i HOLES EA. SIDE OF BEAM --------- 1 --- I 1 IQ 8" x 6 1/4" x 3/8" / � - f---- I------ ----- _ 3/16 / - - 2x6 • 24" O.G. i � 1 ' IQ I6" x6I/4" x3/8" 2x6 1 L • � i i - �� �� EA. $IDE -- - � I 1 � • 24'' O.G. -- -- 1 IL' (oil r• 6 x 1/4 3/16" I 3/I6" � I 1 - _ t I 1 T.S. 4 x 4 x 1/4" NOES NOTE: WELDS ARE SYMMETRICAL 1 SEE -� FOR SIM. T.S. 4 x. d r l/4" I ABOUT T.S. 4 x 4 - WELDS 1.) SEE GENERAL NOTES FOR FD-'Y WOO:) INFOR`1AT!ON. L_ -- -_-_---- -----------_� � * 2" NOM. SEE 52� FOR INFO. �p DETAIL AT ONCE FLOOR (ROOF • SIM.) DETAIL AT CLU-LAM BEAM 4 DETAIL AT CLU-LAM BEAM DETAIL AT OFFIC.;E ROOF 1 I/Z" I'-0" 1 I/Z" I'-0" IE 4x 4x1/4" EA. 51DE ^ T.S. 4 x 4 x 1/4" - - ' (2) ROWS OP bd 'v., _,� 3 4" 'PLYWOOD 3/d"0 A.B. W/ b" C� • 6" O.G. T MIN. EMBEDMENT tt Ie 5 1/4" x 4" x 3/8" i --1 W/ (IJ 1"0 OVERSISED 1 3/16"� \ - HOLE • 4 - ---- -= - I0'-0" AFF. ' I 6 3/4 x 15 GLU-LAM BEAM \ I PLAN A-A t 1 If- -_�—_-t - I . 0d N"'"5 • -� O C. � I 1 - 1T I I --_Ji__-_ EA. 5I DE REVISIONS: ' T.S. 4 x 4 x '/4" j I I I - 3/4" PLYL00D E.:. SIDE -- CLEAR 1 E3 \ I 1 '' i i I FRO✓IDE SOLD .JOOD 11 1/8' TJI / 35C CLEARf - I 1 p �- b 3/4 x 18" GLU-LAM BEAM - ' 6 3/4 x 18" GLU-LAM BEAM I , D�SRSNG AT ENDS OF - DBL.. 11 1,'3 TJI / 35C • 24 O.0 1 I i i (2) 3/4"0 BOLTS II �/8" TJ I • 24" O.C. P.T. 2 r 6 R'F'PED TO I 1 _�. I I T , DRAG 5 RUT 10'-0 AFF. \ ' ---- - — - ------ - --_ 1 __ - -- ------ - I©d N.a'"S • 4" O.G. • � � � �- 1 1 ,� --- - � �- _ _--- -- - -�-T- - - - I I -r•--T— . _ WIDTra OF L'BL. .:OIST- - - - 1 ' i i I 1, 1 l EA. SIDE ir ' i �' ----- 1 1 ii 2" _ c2SEE DETAIL CON'. I I 3.'Ib"0 HOLES I i II _ L - �-+ O I -n- I tl S?.I 1md NAILS • 4" O.G. 13,'16"o HOLES ~ R 8" x i1" x 1/4„ J 1 i �► ir1 ii i i _ II - -- ;'..sY EA. 51DE ✓ R 16" x b /4" x 3•B" - I _ 3,4„0 A.B. W/ b" MIN. I EMBEDMENT • EA. END 8" x 3!8" 0 i j J"j IFA I - �i(f _ -� OF WALL AND Ib" O.G. - 1 _ -- ------------------ ---- --------------------------- 1 ----------------- _ -- MAX. �5) TOTAL t I,4.. i _i - _ _--- IE b' x b" x 1/4" - ------- �/ I � (�- ; � --------•----------- - -------------------- -- 8 G.M.U. SHEAR UJALL __. 1 t. T.S. d x 4 x I!4" - T I 1 •'. ;. f I I 1 " - T.S. 4 x 4 x I/4' J BEAM - --- (2) 3/4"0 BOLTS --�� �/ - BEAM NOT SHOWN - �/� BEAM NOT SHCUJN 1 IE 8" x 12" x 1/4" W/ (2) 13/16"0 FOR ARI VV FOR CLARITY / ' ' fE 8" x 12" x 1,4" W/ ('2) 13/16"4 - 't I I t L___ .___._ .._. _ _�,// 1 \ HOLES EA. SIDE OF BEAM / I I I PROJECT: 1 HOLES EA. SIDE OF BEAM I 1 I I _-- I T 3/16" I �- 1E e" x 12" x 1/4" I I -� ... �SE CT I ON 5E C ION \,\_ Ie 81/4" x 8" x /8" _ -----�—� NOTES: I r-�,� ✓ ---- I IP_ 8 I/4 x 8 x 3/8 E 6" x Co" x I14"_ NOTE: STEEL BEAM SEATS AND i � \�� IE b" x b" x 1/4" _ EA. \ .- —L" i i � I 1.) SEE DETAIL _�I__ FOR ADDITIONAL SHEAR WALL INFORMATION �� WELDS ARE SYMNETRIGAL I SIDE/'-3— I 51.1 ABOUT T.S. 4 x 4 - 4_1 8 WAREHOUSE SEE FOR SIM. --- - -- _ - - ---- -__ _ - � AND OFFICE WELDS T.S. 4 x 4 x 1/4" l CONNECTION DETAIL g DETAIL AT CLU-LAM DETAIL AT GLU-LAM BEAM DETAIL AT SMEAR WALL 5 2 BUILDING 1 I,r1" ■ 1'-0" 1 1/2" ■ I'-0" 1 1/2" • 1'-0" 1 1/2" ■ I'-0" 16055 S.W. 14th Tigard, Oregon 97224 1/2" PLY"WOOD 51MP50N U2b JOIST WAW-,ERS, gra'-0" AFF. 20'-0" AFF. CLIENT: i John Duncan k 1/2 PLYWOOD t, 2 x b • 4" G'G. 2 x b • 24" O.C. ; .. 16055 S.W. 74th �_51MP50N GS18 COIL STRAP (WHERE j OCCURS - SEE DIAPHRAGM PLANS' Portland Oregon 97224 2 x 6 • 24" O.C. 3/4"0 A.B. W/ b" MIN. GUT TO 30" LONG W/ (9) SIMPSON � g EMBEDMENT • 24 O.C. W/ r� BAR - CONT. AS SHOU�I / N10 NAILS EA. END INTO JOISTS. SIMPSON G518 COIL STRAP I1 1/8" "IICROL-".M � ✓L CONT _ - - - DBL. ? x b TOP PLATE WHERE OCCURS - SEE j'" l — 3/4" PLYWOOD Date: 2' 1 SHEET 51.4 - - 3/4" PLY WOOD �- • - 1 x b • 24" O.G. 2 x 6 - CONT. - --------- " ' II 1/8" Til' / 35G • 24" O.C. i 11 1/8" Til / 35G • 2A" O.G. Scale: 1 1�2 = 1 / 8" C.M.U. WALL Drawn by, SET / Im'- " A.FF Checked by. JRN 0 Y I/2" PLWOOD 2 x 8 - CONT. Job No., 950110 �-- 3.'4" PLYWOOD 3/4"0 A.B. W/ 6" MIN. SEE SECOND FLOOR - - Drawing No.: S2-4 EMBEDMENT • 48" O.G. FRAMING PLAN FOR 2 x 8 • 24" O.G. W/ S BAR - CONT. c.8 DETAIL REFERENCE -- -- - SHOWN - DETAILS _-•,..c.,. •.:. �.. IrD'-0" AFF. 3/4" PLYWOOD - Y 2 x 8 • 24" O.C.- METAL JOIST HANGERSML DBL. TOP PLATE - I GLU-LAM BEAM - SEE PLAN BY JOIST MANUFACTURER FOR SIZE ------ - - - ------ --1 `DDL. 2 x b TOP PLATE DBL. 2 x b TOP PLATE k 2 x 6 x 24" O.G. - -- -- - ---4 2 r 6 • 24" O.G. ____ ___-,` 7 x 6 • 14'' O.G. NOTES: NOTES: _ 15995 SW 74th Ave IJ SEE WAIL SCHEDULE FOR - - - - - - - - -- ---- -- - -- -- -- N0�5: BUP95-00507 L4� TYPICAL G!' A WALL REBAR 1.) AT SOME CONDITIONS, ROOF JOISTS SLOPE - SEE ---- ,_-_._ _ - SIZE AND SPACING ARCHITEGTURALS 1./ SEE GENERAL NOTES FOR PLYWOOD INFORMATION. J2�,t �z REQUIREMENTS 12 CONNECTM DETAIL 9 CONNECTION DETAIL g CONNECTION DETAIL 3 CONNECTION DETAIL sf�E T . I'-O" 3/4" ■ I'-0" 1 1/2 1'-0 I S2 . 4 LEGIBILITY STRIP 6 7 8 9 10 11 12 13 14 16 17 ie 19 20 21 22 23 24 25 26 27 28 29 30 F1 I I OI 4 C b H�NI •OUI oz -111.I,�.J..1.1.�L11�1.1.111�.L1..�..lLll�.�1 l�la.i_I.11��.i.1.1111.1_L I LI LI l lll��t~I 11 I I 1 I I�1 I 1 I I I I I I�I I I I I I I I I I 1 I I I I I 1 I 1 I I I I I I I I I I�I I I I 1 I I I I�I I I I I I I I 1 I I I I I I L I I I L I I 1 I 1 I I I I�I 111 I I I I 1�I I I I I I 1 I I I I I 1 I I I I I I I►I I I I I I I I 11.1.1 11 LI 1.1 1-1111111.�1.(J1111.1.�.�l.l.l l I I 1 I I�I I I I 1 I 1!,I oz