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It/d�Y'�ciµ N,r�►t3it3p►ir1 itR SAS, SUSF''i?, ALOU ST� SY�t. �V D. r/4�?C7 co. ,GG7NCiZCTI [iA. P„ MA.IrZL.ITV P&neL. ST. C.TOEL TIZowaL PIN. WOW. 'U.&TiQ I1E5IST. 4YI. i.Ap,. co, COWC.. �L®�wC '.:,.. . �: Fos u. rwricUl &p. uwprrj1..,►Y. T. Tg*na to. X •A. �CXPOS �p /S►G�R� G�xi GPT.. 4AraPET'. P._L. PLASYIG LAm.4Foitm A) 14 M. Torr-laouvRip Qua�R'fi. ,. - _x•G � POfiEP LoNGR�Tir•. . CT . cEiRAmtZ' :......: . 1'/r. PRE-IgIMi - PLY. PA.NRL. .. VA.T. VINYL AAI ►. TILL ....� : X4IP SV-" 49P Tt.C.. 17SC 4�. �,. ' G �ovLD V IN_VL. LY. PLvVW".Z* ... r - i• � da, �r • • I J -i 4 I I I I I I I I I I I I I I I I I I I 1 1 1 (` I ' I i � l I I I I I I I I I I I I I I I I I I ` I I III I I I I I ' I I I I I I I I I I I I I I I I i l l l l I, III I I I I IRI I I i f l l p I ' UL �� NOTE : IF THIS MICROFILMED 1 2 4 5 I 1 11 12 DRAWING IS LESS CLEAR THAN � THIS NOTICE, IT IS DUE TO THE QUALITY OF THF_ ORIGINAL _' - - - '� -- _ ---- - `-- ' DRAWING. NG, S Z Z L Z Z 4 Z f ZI Z Z 6 I T G T I T i S I T I T I I 6 8 L �Q f I _TZ Y R „ M _�►-_ I r ► I I II IIII Illl IIII IIII IIII IIII IIII IIJill 1II 11II III'lII Il1111II 11101 ZII IIII II III IIII IIII IIII IIII IIII Ilil IIIIr1, i1',,N 11fl IIII IIIA Illl IIII Irt! SII JIII Ilii IIII IIII IIII IIII IIII 11�1illl Illi IIII Illlllllf Illi 1111 Illi IIIIIIIII IIII IIII IIIIS IIIIIJIII�IIII IIII IIII IIII I PARTEX CORPORATION + W . C. sivers Co. + GENERAL NOTES All work shall be performed in strict compliance with governing Local , County -1) `( and State codes and/or ordinances . i I Property boundary and building lines established by a registered Land Surveyor , I or others , shall be verified by the General Contractor , prior to startiN any work. + r Signed approval shall be mandatory on changes , revisions , substitutions and I shop drawings prior to ordering material ( s) , or conunencing work . Shop drawings shall be prepared by only that sub-contractor retained to execute that specific contract. t Material suppliers for glued laminated structural members and T & v Roof Decking ! shall include manufacturers Certification of Moisture Content and Structural Grade , I with delivery of material to job site. I I s � E Design Loadings : Roof - 25 pfs L. L. plus 15% stress increase ( D. L. ) I Wind - 15 psf (horizontal projection) Seismic UAC II Soil - 1500 psf max. L.L. + D.L. (balanced D. L. ) I I 1 . Bottom of exterior footings and foundations shall be to a min. depth of 1 ' -6" below finish grade , or a min. penetration of 1 ' -0" into original undisturbed or compacted soil , whichever is greater . Bottom of interior footings and/or foundations shall be to a min. penetration of 1 ' -0 " into original undisturbed or compacted soil , 1 # Underslab fill shall be compacted to a 95% min. density conforming to A.A.S .H.O. standards . # 2. Concrete st reng"s : (psi at 23 days) Pre-cast wall panels 2500 - 4" max. slump Qured walls - foundation footings 2500 - 4" 4 Slabs o.i grade and sidewalks 2500 - 2" Joists and beams 3500 - 4" f Columns , pilasters and closures 3000 - 4" i Admix where required per ASTM C494 . ` Precast concrete panel reinforcing : 1 j Field - No. 4 at 12 " o.c. each way ! Perimeter - 2 No. 5 f Edge of all openings - 2 No. 5 Corners sof: all openings , on diagonal - 2 No. 5 4. Reinforcing and Misc. Iron: f Bars, dowels , ties and stirrups - intergrade fy 36 ksi. Steel columns - ASTM A36 Structural steel , ASTM A36 r Welded wire fabric - ASTM Spec. A185, 6" X 6" X 10/10 or as noted on drawings. Anchor bolts - ASTM A307. ` t Lumbar ; y Species or Group - Douglass Fir - Larch Light Framing and. Studs - Standard (2 X 4 to 4 X 4) Structural Light Frairting-•No. 2 ( 2 X 4 to 4 X 4) Structural Joists 4 Planks - No. 2 (2" to 4" th. , 6" & Wider) t: Beams & Stringers - Nb. 1 (5" & 'Thicker) Decking - Commercial c , � 9 '` ' •Iii :. 6. Glued Laminated Structural N*mb-ers : Exposed - ( Ind. grade) Concealed - ( Ind. grade) .� Beams ]j & Iwrlins - Comb. and .fb Poots - Comb. "G" f1800 —. ... 1•-s (` w- ♦ _ i ` _ '�OtkM. R fi -V _ •„a yam• OU "► !�c'tc p1'�h11 4 Ito a . :►fir ' l»Y +... thiAM512 as shown on drawings. Diaphragm nailing as shwa on drawings. - year comp. built-up U/L class "B" fiber las 3 -1--'7 WM (base sht.8. Roofing r v:nnb. sht. - cap sht. ) Shee'tmetal - 26 gAG GA. unless otherwise noted on drawings . � 9 . Parking Area Paving, 2" plant mix asphalt over 8" min. grev*1 base. All 1 '. i � ��,� IiIIIIIIIIIIIIIII � IIIII111111 ��' IIII111 � 1111LIlil � llliii � lillll � l,. I . ill � liliiiiiillllllllllllll �i,. Ili1,� 11 � ' � 1 � 1111 � 1111 � � 11111 _ �' � _ �=-' -'� NOTE .. IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ---` THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL Z 8 7 DRAWING. L Z Z 4Z Z Z Z IZ Z t t L t I t t Et t I I t 6 t3 L 8 I 4 b Z t , M •: IIII IIII IIII IIII IIII IIII IIII 111111111111 Ilii +Ill Illi (III IIII IIII IIII IIII IIII IIII !.!I IIII1116 II IIII,IIIh� IIII IIII IIII IIII IIII 111 II 1I IM 111111 111 IIII ilii 11111111111ll IIII IIII IIII 1111 IIII 111111111 IIII Illi IIII IIII IIII IIII illi lll� IIII I.II 1990 JUNE . M1 r t i { P A I N T G R O U P S I I I I 1 . Pre-finished at factory. 2 . One i1 ) flood coat CLEAR water repellent SILICONE. I 1 3 . 'White-Roc ' CLEAR MASONRY SEALER, one (1) INTERIOR coat 14-6-50-9 -10 and ` one (1) final coat M-6-50-9-20 . 4. Apply BLOCK FELLER, one (1) coat L & O CONCRETE CO�ADITIONER. (color to finish) , one (1) color coat EXTERIOR ACRYLIC LATEX. i f 5 . Apply BLOCK FILLER, one (1) coat L & 0 CONCRETE CONDITIONER. (color to finish) ,, I one (1) color coat INTERIOR ACRYLIC LATEX. j6 . Apply BLOCK FILLER, one (1) coat L & 0 CONCRETE CONDITIONER (color to finish) , one (1 ) color coat INTERIOR semi-gloss ENAN-M . 7 . One (1) coat CONCRETE CONDITIONER (color to finish) , one (1) color coat EXTERIOR ACRYLIC LATEX. ; 8 . une (1) coat C(VCRETE CONDITIONER ( color to finish, one (1) color coat oil base semi-gloss CEMENT PAINT. 9 . One ( 1) coat L & O PRIMER SEALER, one (1) color coat EXTERIOR ACRYLIC LATEX. N � EXTERIOR 1 10 . :�.�e ( 1} coat L & 0 PRL9Ett SEALER, two (2, color coats semi gloss ENAMEL. 1 11 . Two k2 ) coats exterior semi-transparent EXTERIOR STAIN. I 12 . Cne (1 ) coat CHEK-GAP.D, two (2) coats semi-transparent EXTERIOR MIN . 13 . One (1 ) coat CHEK-GARD, two (2 ) coats EXTERIOR PIGMENTED STA IN . 14. One (1 ) coat ChEK--GARD, two (2) color coats EXTERIOR semi-gloss ENAMEL . i 15. (Prime coat at factory) , apply two ( 2) color coats EXTERIOR semi-gloss ENAMEL . I I I16 . CLEANSE SURFACE, apply one ( 1) (--)at GALVANIZED IRON PRIMER, one (1) color coat J EXTERIOR L & O ENAMEL. 17 . CLEANSE SURFACE , apply one (1 ) coat RUST CONTROL PRIMER, one (1) color coat EXTFRIOR L & O ENAMEL. 18 . CLEANSE _JURFACE , apply one (1) coat RUST CONTROL PRIMER, one (1) color coat INTERIOR semi-gloss ENAMEL . I i 19 . One ( 1 ) color coat INTERIOR ACRYLIC LATEX. I 20 . Two ( 2) color coats INTERIOR ACRYLIC LATEX. I 21 . One (1) ENAMEL UNDERCOAT, one (1) color coat INTERIOR semi-gloss ENAMEL. I 22 . One ( 1 ) coat C ,EAR SEALER. 23 . WIPE-r4141 OIL STAIN, apply one (1 ) coat LAQUER SANDING SEALER, two (2) coats semi-gloss or tinted LAQUER. ~` I 24. One (1) coat LAQUER SANDING SEALER, two (2) coats semi-gloss clear or tinted LAQUER. 25 . WIPE ON OIL STAIN, ripply FILLER, one (1) coat LAQUER SANDING SEALER, two (2) coats semi-gloss or tinted LAQUER. 26 . Spray-on ORANGE PEEL TEXTURE, one (1) ENAMEL UNDERCOAT, One (1) color ooat Sc?MIC:SS k' AM _11 . 27 . Spray-con SIM",:,ATi'�D ACS --.1S1:1ICA1, _' ?XTIJPE: . 4 D. ' II rI I i I l l l f l l l l l l l l l { I ISI 1 1 II..II. � T � f I f NOTE : IF THIS MICROFILMED I�. 4 J `' 1 12 DRAWING IS LESS CLEAR THAN - - --- .-------------- -------- __�__�__---.__-- ��-__ ___ _ ----_-___ _ _ THIS NOTICE , IT IS DUE TOTHE QUALITY OF THE ORIGINAL _ -- -'- S Z LZ 9Z QZ Z Z Z IZ Z 6i t Gt i i t I EI i I I t 6 _ u. I� L T9 Q Z i a1 DRAWING. , , ;, '�� ' 1111 I � ' I Illi !III IIIIIIiII Illi IIII ILII IIII 1111 IIII IIII IIII IIIc 1111 IIII 19 JUNE 25j�w2 90 L wow Ill! 1111 IIII IIII IIII Illi IIII ilii 1111 IIII lll� IIII IIII IIII IIII 1111 IIII 111111!1 Illi IIII IIII IIII IIII llii��, rpt,1111111111111111111111�11�11�1I� {f?��1III IIII IIII IIII .II! Ili! l�ll��iil llll�llll .J I \ r �Pmess. Yar,%TffC► PL. wv�, • _ Feu , 514 a L � T— uj V ., 2.do. d TYr A`LLcc¢NErrs OF OPWIC, (rp �i ; t P/�McL ST F;wT�v G C L P ILA..PJ iN YS ✓ i �' • 'j: '�xd ' - AGOt1G. Or►►'�,. . I" Lost 7NA�NGDI�- I)WIP AKiV 3,c 3 OaarZ �V101N 44114MT x 311 12 1 r�;' Y ,�� L 1. 5� o I cki-- / 5'\V!r • FL.4 �F. �► 'N'� n •� � _ � - uo. .� cover. 1HRu ' • - ��_ t.IIG oR v.►tidlr. TSI . PA N L, 6 I �1 I � Fv. OPEN>~;� . D CE - 1.1. . 1� ,A • 4 t ' 40 1 OD 0. 4 DIS JA Q 5 6 P ED_ ' ,jh, X51- 1 ;, so 51 I ; { ` 4 ,d x�/4" 1 wiToIA" tnt `r, rL Pou41411p C.0 _ � luG6 Cd -o" o. c • _ Pau►t fl� �a► I � toTRlir W ' 41 . ,�•. - _ J *. ,� • •. I Jr rr 78 - \1 _ 4 h 1 Q F rt o m � L Q PED D F2. cILL , WILLIAMS & EHMANN rD A N ; I F2 f 4\1 rO 61 X 6 A. I. A. ARCHITECTS 3777 S. E. MILWAUKIE AVE. CC •5 7 � ' 24 PORTLAND 2, OREGON PH; 232-1195 Xy j A2 ,Y i. At- ma _ ! +�A�ila:v�rl�(khre4zm,'Akw. t-•�• , i. .�... ......_,.._- 1. _.. � r._ 4+�-,.-_•�, r� � , i • � Ill Ill 111 Ill lac Ill Ill Ill Ill 11 � 111 � il 111 Ill Lll Ili Ill ill 1111111 . 11 Ill III 11111 III III I I I � i I I I I I I I I I I I I I I I I I I � .� l i NOTE . IF THIS MICROFILMED DRAWING IS LESS CLEAR 'MAN IIII f.1ill IIII Ilii I I IIIIIIlIII II illlllilI llll IIIIIIIII Iilillll I illllllllllI l Ilii ilil !illlllll111i 1 -11_11—11-11-1 11`j l l 1 l IlIl i 1 l Zi��li�11iI�l1I1l1l�l 1T l 1 THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL £ GIIDRAWING. glIL Ilk 11 lillllli llll9iIl IIIIIII (IIIIIII{II £IiIIIIl JUN 25 990 - , ' , (IIIIIIII w Y � • 1 4— e.. ver• .}y ,� .. - . _ i� 1'1', • T Y P t t 4%.1,. CV NorE : aor. :j. s. vcrzT, ¢e. r1 TO 11/2" F UOM "OP of PILASY. I � 'X,"-1."•_. -- - • � f _— `v, / �_ Jto 2• uo . d v ntY • .d - QO- c. VC- 12T. \vl'YH Q LjAGES - TYP. No. 16 Timm a IZ" o. in. Es.WAy i Po u 2 T r2 I.Fr i. ©F 'yk[,.:.w r t �\ .f• _ _...,Tits_ �. F OCy T)N 4 Ca 500t .fir.._-..._. F O o r 1 N G A T 114 5 I v a Pr ti C.6 or w,s L L. 1 S 5 V PLxa.[ F' %o2 ; IZG I 1 6o WILLIAMS & EH �AAh +�� A. I. A. ARCHITECT'S -- --� ---�- 3777 S. E. MILWAUKIE AVE. W*6 ? 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RREAKER, VP 16" ABOVE FLOOR. 70PV. , THREF PHASE, Vff4rPY IACATION AND i I rCKD - O . : eFIttONfSCErrt' FI77ttRE WITH (xrruir TU SCAF.TI(M W7Tr1QtQPKEW SLIPPLSERs PROVIDE CrNCRETE QJr„A5; ► S"FF:T. Fr1. }+iMPER DTIPLEX RECETCIE AA-1F COWMF , 1 �RCT120 V. , COMPPESSCR: 21.3 FiA. , :;O LRA. 43 GI►APr)5 AS REQLTTRPD " TRAJITaE'VMF..R PAD. ITP 4.. AA(7VE FLIl"o EXIT SIr;N. '110 A. , P. AREAi(1::Ft, �" C'UND1rP1",FFt FP.N Mc►s'(N2: 3.4 E'i_A., 7.1 IIP'J►. VRO"DF 3F" DE;F.P TRENCH V) P(,-IR PoWFA c'cw- ® 7,40 STAIti[IARD OtACT'S 4l1T�J INSERT OTI 24 T9'11-H FJ WfryENrY DJ3C-*44XT SWTT -P, '10 A. , 2 P. WT11M �/ PANY PRTMIAkY CAME. �) 04117U-r (7N E;MERZENrY CIRCWT. !,-WERS, MOUNT SUPFr>RT SADDLES 1N I0 IA. CCINCRETE V YO A. 1n)SEr IN N'F.MA I F3r1,)SITR1-, 1J1r'ATF. AD- PADS Pk( (�_�I'I,F;T ON 24 ,I(xJR NIGNf L:iC,itT CIRCi:I'['. MAIN D15TTtjF-UTIO►j Nl"t>F: P'IAFN(' RS AT e13n (1F Lt>L'TS. MANiJF.IlC- TO MATO 9fSTRIN7rIf)N F,AM1TEL. © 2" CONIIUIT ONLY FOR TF1,FPHGNF STUHIZr) C� ?r IN �) �9� IMTE:R TO SE SQ11APE "Li" WALi�P (iF kFPRCNE D- TNE?*:H 10BE-1" GRADE, ELI, VP WALL IN BUTT i~ �HEL. I I 1 ' SINGLE. P(1I.E: iWIT(:F9 i I 15 S`RYI("F' ENTRJ4NC : TEFtM7NAL r AF3IJIE;?':: >T: - --;n A.S Tr,a To 15'C�" ABOVE FIPOR LINE, PPOME AiJSH- • LUOC.K / 1 O Ii(:t�1aLE DICT' .7111�ri?�>�1 ta')X, M(1(RTt' QW C(7NnIF71-: [SAD. O eMUTREn PFP FO!►ER - 'OMPANY ;PE:C'TFTCAT1r*JS. IN:- ON F./,Cil F.WD AND PROV71)F NC). 12 GALVAMtZZD a 11T1T.1 WTR�'. O -T;-J4WD rNK'I' FOR TF`IFPH(WF. ELIF.I) UP 410" ABOVE Ib TER*TNAL B .C1C:K:} MR(1'UIIIE'I) PY P()wn COMPAVV, IN- i LC CFI WARiEH(",I.1SF. WALL, ,KACE AS RE(A IRED, STAIIXII "Y ELECTR7C4ICbNTRA('i'CIp. $S 'THREE WAY 3brr". O If)CATF 5 PE:DESTAI. DUPLEX KF.-CFMCIES AND 5 PED- IT K7EH AM, -.T.S CARTWET 51 .ET) AS RF.CTTIRF:i) PFL9IF'LE:X RECE;PTACi.f.. ESTAL TF:LE:PW)NF OUTLETS Dig iINDET+`r1".)R DUCTS A5 Z?C>i11FR CCartr'FI�tY SFF('IE7r:AT7(N?IS. DIRECTED BY OWNER. HETEP ANP (--URRF.Nr TRAT4.` FoRXF:R:, -1Y I'17WTR r'(*i- i ® TF:LEPWIN . TE RKTNAL "TT-1" , SEI', WAI'.F,Ti(:XI5V F'IAOR PANY. TI:LI,PHONF, WALL.. (iIFTLET. PLAT t DR AW1T!^• E:-?. C'tOND1JI'I'°i GANI_�Y FOR Se'CrMII)ARY '�1'R- �, TO RE1AY FPR 01MST.Ik' LTGNrM. CONTROL SEF. T174- FUSED DISC'C>HMECT .41711"r'H WITH IAUAL EIliWNT VICE C MIJTt('Tc1 s RY kOWF:k COMP/Wv, , 1,()CAT!': 24" FUSES, SIZEI) AS RF:OU RED. O CRAM DRAWI I NO F.-2. � � , , MINTa4lIM F'�F`:1.r7W GRAVE, F+RCNIi►!, F1N.I�N7Tu;_ (11v ni,)sy - i WNF.TTC MMIR STARTER. SWi 10 F)JAU91' FAN TT0HF:b IRTH =Rr,, AQ WArr" , 1?n COR"PhTF TRAN,¢FI►RMF,R FAT) AND CRCd7n7IINC; tr; P-WF,R Si✓'E -IFTCATTONS. mar(IRr rION. EXt-.AVST FANF. SMPIT(:IaErj WIT!; I..I(:HTS, 1,/4 HP. , W.in WF;ATHFRPRODF. Ib. s i 3 - V/2" CONDUIT EACH S ------- BRANCH C IRCIJTT CONCFAT FU TN WALL Qi CEILING lyvh . , WITH 3 N- 50O MCA.t Y [v�A1N IcTR1e TION PANEL ' I N4 AR NEUTRAL- CONNECT 1 200 AMP. BUS WITH — I1RANr'E; C'IRCUTT CC)NrEAI.EII tI NTXR FL(xiR. R I 25,00-. IN PARhLLEL , . AME? 6RArING, ' ---� r.'f.)N17llI'1' E:I.LE:O IJP. It!1 I 200A• " 2.00 A. 200 4O A. 40OX ~� 14 174r-)O3 P 3 P 3 P 3 P A p 3 P — CCNNCIItTT P---TED DOM. i I ospAcF- 125A. 150*, SPACE SPACE SPAGF_ © (•Lr)CX HAN'i£R 0MLET SITEPAN � . _ - ►.- - _. _ _ _-___. ___ ____ __Y____ __._. �' _ __ _- - � - _Y __ _ A Ci7V �I EUS ONLY CA I (` tLIGHIS TO EM E RG. 01 rl RuYh 1. f_3np!to , 1 ?� 19 Na. rzLV 1 3 10 w VAT*elRAidCH CIRCUIT R-REAICERS : A NrtN IOn UILV IN (S Fore Y Joe No-. '11- 24 PSPANCH clRrrul7 EREAKEMS: PN L. P—• l 1 35- 20A, IP, -S 0A.3P sY 4 ��nr PA I',T1; y( �!_7 �U �1 I d 2 A CS SIN6L�. P7 �.E SPAC@S. ,�S �Q 1�IV/�s�, IA- LOA, IP I ZilllaLE ry N(i %� POLE. 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TO RYLAY FOR ()CrrSTT,*, 11MMIM CCWR(-jL, 4;FE [)TA(;RAM 10SW 1000 V.A. , V. , RRCF-�-S TN (l,rrS7DF '4AI.1 oLIF (51 1 AS MGH AS PRA(-rl('7A'L. TH15 ilRAWTNr,, MAY: "ASM,, nuuYTu tic). 10°�47 ft5A, , CC-WNE(--.r M(yr(Rl7FD L".NTPS, %/I() MP- , 120 V. , VFR- NETTCALLY HE).; I MPMALLY OPEN r0177A�r-`T'l W.", !;>4.?V. C—le T iry I'-)CATTM Af4r) Cr*iNfMIM RFAlT7RFNEW!*, WITH MF(* Atll!rAL PPIOR IV) Rr4inji-7N. COrl,- PPCVTL)v WMA I Emr_jxr'.l rRE ANO Ur-A`F, ffP 70041 AWWF FLA^)OR ADJACFwi To T:M;pl: foril'. Yb pxwr-k- C KT, 10. kolb L lmptci, & uee- OWALL FXMAl:..,-t FAN, 1/1 'Iqt,, , 0 V. , 20 A. , 1 SY-PASS 3Wr". Ur-ATED AR)ACFNT T;) RrIAYI rw(VIT L100"M Emptsers PREA"R, 1-FRIFY YCCA"' Oh A?M 'r-(XWX-rTrX4 Rf'(jtrlRE- WWAIFFO SWTlrWtATE To Rr.Ar).- k, V MXNTS WTTH MFt-)JM'rrAL Pp7(ip To WXrM-jt4. 1,-,C.Irrs Ry- .3! $OLIT14FAiT !klh PASSM. TO LIGHT., PORILMO, U14EGON 97M Pei. 7751517 ljNTT MATERS ljf.lqPFNMp IMOM CETI,Tno N EUT. t2tvisl ON PAT is i;ovl cl-1) 2" COMAITT StFra FM TELEPWIM.0 PR(YVTDF, PlISHTNO a ON EACH END, %A/ Va U I L D I W 0 W, J*% NO . '71--Z4. P PArZTr--- x C0tZP0r--eATl0W' O LXJFL-FX RECFA�TAM FOR TrIfFli(M rQl'lr"r.Mr ItP ?401 PILE No, VVLL-q ARE TILT-IJP PRE-�TRFqsrL) crw"RrrF Y ALwVr, Irixym, 1 CTROTTT, !70 V. , 20 A. cr OUTSIDE LIGHTING CONTROL N TR OL F.P. I i il. MEALK- COMSTRI KM CA., -W-- I rz'&Z� TEWM"Tr TPRMTNA.t "TT- I" I PROM)" FIRE PVPARl*.Wr LEM ME ALTERNATF.: MME IrTM;M -ryTE "i-ol D. 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' r. .u6t . I ' J PARTEX CORPCIRATION i W . C. Sivers Co. i GENERAL NOTES ( ' All work shall be performed in strict compliance with governin+q Local , County I i and State codes and/or ordinances . Property boundary and building lines established by a registered Land Surveyor, or others , shall be verified by the General Contractor , prior tc starting any work. i ! Signed approval shall be mandatory on changes , revisions , substitutions and ' shop -1xawings prior to ordering material ( s) , or commencing work . Shop drawings shall be prepared by only that sub-contractor retained to execute that specific contract. ! I I Material suppliers for glued laminated structural members and T & G R,:)of Decking shall include manufacturers Certification of Moisture Content and Structural Grade, with delivery of inaterial to job site. 1 Design Loadings : ! Roof - 25 pfs L.L. plus 15% stress increase ( D. L. ) Wind _ 15 psf (hc,rizontal7 ro 'ection' p I Seismic - UBC II f Soil e 17100 psf max. L.L. + D.L. (balanced D. L. ) I1 . Bottom of exterior footings and foundations shall be to a min. depth of 1 ' -6" below finishrade , or a min. y penetration of 1 ' -0" into original undisturbed or compacted soil , whichever is greater. Bottom of interior footings and/or foundations shall be to a min. penetration of 1 '-0 " into original undisturbed or compacted soil . ` Underslab fill shall be compacted to a 95% min. density conforming to A.A.S .Ii.O. standards . f j2 . Concrete strengths : (psi at 28 days ) Pre-cast wall panels 2500 - 4" max. slump r P9ured walls - foundation footings 2500 - 411 } Slabs on grade and sidewalks 2500 - r Joists and beams 3500 - 4" t Columns , pilasters and closures 3000 - 411 Adz;pix where required per ASTM C494 Precast concrete panel reinforcing : Field - No. 4 at 12 " o,,c. each way Perimeter - 2 No. 5 ! Edge of all openings - 2 No. 5 { i Corners of all openings , or. diagonal - 2 No. 5 , a 4. Reinforcing and Misc. Iron : ! Bars, dowels , ties and stirrups - intergrade fy 305 ksi.. Steel columns - ASTM A36 Structural steel , AS1111 A36 ► I Welded wire fabric - ASTM Spec. A185, 6" X 6" X 10/10 or as noted on drawings . ': Anchor bolts - ASTM A307. A Mr . 5. Lumber . j Species or Group - Douglas Fir - Larch Light framing and Studs - Standard (2 X 4 to 4 X 4 ) Structural Ligllt Framing-No. 2 ( 2 X 4 to 4 X 4 ) Structural Joists Planks - No . 2 (2" to 4" th. , 6" & WidAr) Beams & Strj. � ngers - Nb. 1 ( 5" :. Thicker) +y Decking -- Ca•nmercial r` ► , 6 . Glued Laminated Structural Mtmbers : Exposed - ( Ind. grade) Concealed - ( Ind. grade) Beams & Purlins - Cornbe and fb Posts - Comb. "(;" f1800 ..a!- .+,•ter Nnrs,� ... ,. .r►.. - :: ,; �,y .� • .,Y 1 V*tW and ft athis* fait reef do ond/or $1aiACagm - list Vrph CAbG thickness as shown on drawings . Diaphragm nailing as shown on drawings . 8 . Roc,fing - year comp. built-up U/L class "B" f iberglas 3 _ 7 WM (base sht. - c6mb. sht. -- cap sht. ) I i Sheetmetal - 26 ga: G. i, unless otherwise notes: on drawings . 9 . Parking Area Pavitu� , 2" plant mix asphalt over 8" min, gravel base. ! I od� ... .fie. • P - � NOTE : IF THIS MICROFILMED 1 2 4 5 �? ---_-•--- ` �____- _ � - _1(J 11 __ 1 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF -HE ORIG.I.NAL DRAWING. IIIIIIlIIIII7IIIII'I's�I111111L Z i i I 1 1 I 11111 11111 i111 1111 HILIIII11ln111111II�I IIIIIIIZIIIIII4i1IliIIIIII1116111IIi11111111lL—l1I lIll li -- 1 91 llI illl1f1111111E11111111Zili_llll1 t_T_ill IlI • U N 25 ; i � 1990 _ .� �` Ptz� SS . TRrnTGv rte. , I I 5/a do. G • I _ 3/.,L � � 1,/I.a, F L U S M S H 2 L L. &A.L L Q DIC.p IL t Y LL C cnAZ k4 E-r2 5 O~PIKi G S. s fo fi 4, F NF , PIL%STEIlcS 04 -� � � No y Ak (jd INT S \V i j'. . .1 LG NG. 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I i 2 . urge ( 1. ) flood coat CLFAR water repellent SILICONE. f 3 . 'White-RoC' CLF•AR MASONRY SEALER, one (1) INTERIOR coat M-6-50-9•-10 and / one (1) final coat M-6- 50-9-20 . / 4. Apply BLOCK FTJ,LER, one (1 ) goat L & 0 CQCI ETE CONDITIONER (color to finish) , one ( 1 ) Color coat EXTERIOR ACRYLIC LATEX . 5 . Apply BLOCK I'ILLER, one (1) coat L & O CrNCRETE CONDITIONER (color to Finish) , one (1) color coat INTERIOR ACRYLIC LATEX. 1 6 . Apply BLOCK FILLER, One (1 ) coat L & 0 CONCRETE CONDITTC NIAI.'R (color to finish) , or..e ( 1 ) color coat INTERIOR semi-gloss r NX-14 F.L . 7 . One (1 ) coat CQNCR ETE CONDITIONER (color to finish) , one (1) color coat EXTERIOR ACRYLIC LATEX. 8 . one ( 1) coat CONCRETE COiJDITIOtiEF� ( color to finish, cne (1.) color coat oil base semi-gloss CLMENT PAINT. I ! 9 . une ( 1 ) coat L & 0 PRIMER SEALER, one (1 ) color coat EXTERIOi? ACRYLIC LATEX. ! 10 . _`ne ( '11, coat L �. U PRL9EiZ SEALER, two (2) color coats semi-gloss EXTERIOR EIIAMEL. I } I 11 . rwo � 2 ) coats exterior send-transparent EXTERIOR STAIN . 12 . Cne (1 ) coat CH1,K-GARD, two (2 ) coats semi-transparent EXTERIOR STAIN . 13 . One ( 1 ) coat C'HEK-GARD, two ( 2 ) coats EXTERIOR PIGMENTED STA IN . I I 14. One J ) coat ChEK-GARD, two ( 2 ) color coats EXTERIOR semi-gloss ENAMEL . i } 15. ( Prune cc�at at factory) , apply two ( 2 ) color coats EXTERIOR semi-gloss ENAMEL . I i i 16 . (MEANSE SUR.L'ACE , apply one ( 1) coat GALVANIZED IRON PRIMER, one (1) color coat { EXTERIOR L � O E:AAMEL . 17 . CLEANSESURFACEf apply one ( 1 ) coat RUST CONTROL PRIMER, one (1 ) color coat EXTERIOR L, � 0 ENAMEL . ! 18 . CLEANSE SURr^ACE, apply one (1 ) coat RUST CONTROL PRIMER, one (1) Color coat INTERIOR semi-gloss ENIVAEL . i I 19 . jne ( 1 ) color coat INTERIOR ACRYLIC LATEX. � I 20 . Two ( 2 ) color coats INTERIOR ACRYLIC LATEX. l 21 . One (1 ) VENANEL 'UNDERCOAT, one (1) color coat INTERIOR semi-gloss ENAMEL. 1 2 2 . • �7rie ( 1 ) coat C;l_.T�A I�. S FALF P . I • I 23 . WIPE-(-Ali OIL STAIN , apply one (1 ) coat IJAQUER SANDING SEALER, two ( 2) coats semi-gloss or tinted LAQUER. ` I 24. One (1 ) coat LAQUER SANDING SEALER, two ( 2 ) coats semi-gloss clear or tinted LAQUER. 25 . WIPE ON UII, STAIPA, apply FILLER, one ( 1) coat LAQUER SANDING SEALER, two (2.) coats seri-gloss or tinted LAQUER. 26 . Spray-on ORANGE PEEL TEIIJRE , one ( 1 ) ENAMEL UNDERCOAT, one (1) (color coat 'S.,I'1T- SS E",!AM , s 27 . A A .' 'S'. I;A%. 1' ..{'T k'.. • ! I . I I ' I . `d. IL. . SI `'Jt � S �. D. AM Nor ... .01 ....... ' Iii � cccicicicccicl : � cc � cccllllilcicllccicciclllclllllllllcllllllilllllllllllllllrlllc � � IIIII �,irIIIi �4� Iccciciclilllllllilcicicllllli R ( 1 11 1 NOTE : IF T'ri IS MICROFILMED CRAW I Nr IS LESS CLEAR THAN r THIS NOTICE , IY IS DUE TO THE QUALITY OF THE ORIGINAL £ Z 97* L Z Z 4 Z Z u Z I Z Z �► I L t I 1 E T I!� :111,41111 I��I ► ii!! 1111 1111 1►1111(1 1111 1111 1111 1111 1111 1111 1111 �lll 1111 lll! 1111 . DRAWING. I ' illi ��1 Ili! 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L. ti �i t' N - OF � M AX R IN1LLI M5 r I :� - r•! IC tlARQ t'. EHIwA ^' F1 A• i - q � t': • '-, •• 1 111{111 III ISI III 111 111 I f 111 IIf III t 11111111 III 111 III III 111 III III Ii . 111 I 1111 III III III III III fll I I I! I I I I �I III f�i 1,11 II,J I 1111 111 1111111 111 III 11111II i � � Ili � 4 ( 5 i � � �_ i . �,� i � �•�' E � � . IJOTF: IF THIS MICROFILMED � J DRAWING IS LESS CLEAT THAN ' THIS NOTICE. IT IS DUE TO 7 TNF QUALITY 0`` THE ORIGINAL _ - - — — _- --- - .. - 1- - J�—�4111 - -nRAw rNc;. £ ILiT4�� rIlllll,llllllllllilllllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIII�I111 , , 1. � X90 JUNE5 I: TOTAL .—� - TOTAL -.. JOB NO._ ��- -.i..i. � "�'T tTFM REo'o MARK REMARKS tT�M REo�o MARKt�`.'EMARKS ITEM TOo a MARK `.� REMARK!! f - �_.._ _ GA,� �o ter`'R_.. .. �' • W c , sin�3 ., 4 Q �..--�- -► ��o M T J o �.•� ____ ---_ - - �-- ___�__ __ _ __-- .- -- - TOTAL PC. � Com. I PER PIECE _ TOTAL - __ _ PROTECTION APPEAp O 8 TNICKNE98 �R. CAM_ FINISH •NArc T4LLY" DIMENSIONS LAM IsAW - -- -- +-- -- ---- — MATERIAL SCARF GLUE URVE'A�Q�.�REp fAB CERTiIrICATF �* NOT REMARKS PIECES MARK LOTH. �, .. ANC_ OF i_AM6 let r-r T-sem i u . .a -- - --A��'_. 11,7 1;. 21 .0 / L r' _tea Imo' L �A-,J WtA � �,:�♦ tj i.�l' ; _ -- --_ - _�_ �. ___ d '1 W lK AL OR p C I Tt 1"*'ll N 'EoR I k,'ABRlCAn0iN ,;, ` . DATE REVISIONS sY WHOM PROJECTiy4d eLy ... LOCATION ; t 61? I� . rh e �eTIMBER STRUCTURES, INC. Y ---- ARCHITECT- h/LLGIA�'�l,v Q� N �N� - - -- - - ---- N. W. PEON AVENUE AT N. W. 22Tm AVENUE THIS PRINT IS PROPERTY OF ENGINEER• PORTLAND, OREGON . PHONE CAPITOL 8-7631 TIMBERTRUC � 'NC CONTRACTOR-_._.ICY• C• + /✓tP MAILING ADDRESS • P. O. BOX 3782 R - --- s OAl E Tr,ts A AND IS NOT FOR tJSF_ B u T DRAWN BY- � ' _ DATE -L ` p PRINT WAS MADE I Y Tfi£R8 WITHOUT ,� JOB NO.�_,..� .��__M_ •• t - --- UU►� WRITTEN PE+�MIlIrS! N. I CHECKED BY•__ — DATE � '-_ SHEET NO. OF. _ DRWG. NO _ t .«...u+..+,+.i..». r„'?'Y. m. 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T l.E,�1' j � .`ee L,l c;,j/ 6 7- !_PA-r /�A/ STALL Cd PS /A! AIVA4 ,RS .'/j- VN CAS . a ,#",+, d- ��7 j / rb tr coc^r�avS At f tAiA r6 pAyS j /j C /3 i:L he:1/�i'A,✓iG ✓D/c.� ( i; �:R 7 cG,if 44 yoU r )",4 , I I 4)ECA CLIP 4.0CA710 N .! 1 CA t a0 1 1 3. I /N J LL t-D . A A PAN1G -e�Ec�� 'vo r � , ee TYR .SEC/': A. T l�/)9LL.5 --- '� �-- AK��•f cc,l• F/ -,,•u •. /iv,sM44. HECK. /.r mirrN jl*r-,#A4 )PAA -uA.TATtC C5t,A1 ,0Ai Jti•► T',A4 j0/r,,, a•-Tq;;,c;rc A..e F:p, 1"t, CA r A 1940A.4744. ~1.r j O AZ N!/rt, /1 ":0 Cr,. `/AA-fh4El4< A f XN,/WAI Ne'kb ',Va ,_IAO ,wq y L1c4 7- rl n A/ DATE REVISIONS elf WHOM ,yam PROj!*c•r--- P4K7*1r__A[�tt11�+P�,r?T7�.'+! LOCATION---__ rbfAAD_ 01-�,f64.M-- - 411mumn Owtu ATumme. limes► -- - - --- — -- ARCHITECT-__. JCYL��-LaA�.� �NMAL�I�1L_- N.W.YEON AVENLIK AT N.W.24tH AVENUE PORTLAND.ORBdON * 'HM11t 2118.7991 /j� THIS PRINT to PROPURTY OF ENGINgER-____ ___ _ __ _- MAILING AOgREsB-P.O./OX 9798 ,81IMmnit STRuc m"Ne. C.ONTRACTOR-.___JN• C, DRAWN •Y- �• f:. DATE_?-z" 71 _ JOR No.�1? _� oATe ;;,I TVG-2-5 AND IS NOT FOR Ems: BY OTHERe WIfiHOUr - - !'RINT WAA MA0Ir '�, f QUR WRITTEN a•ERMISSION. HECKE! "'Y- _ __..._... _.'VL'.�...___DAT �_ SHERT NO.-__4c_.__.OF_� ORWO. NO.�yZ V 1L i= FOgM 40Y r , aYll. co �'f1? • /Vat CA1%TCP IIIII11111 1111111 II1111�1111 Itlltll IIIIIII ilIII(I I(111�1 1(111 1 1111111 till 11(1 1111111 11 .1111 Ill Jill 1111 I�1 111 Ilf II! III III III III III 111 III TII , e..ILI 1�1 ,II I' 1 1 J 1 1 1 1 1 1 1 1 1 1 I I I I I'I 111 1 1 1do NOTE: IF THIS MICROFILMED ( 2 , 3 4 5 6 7 8 9 I'0 . I 12 i DRAWING IS LE' i CLEAR THAN THIS NOTICE, it' IS DUE TO THE QUA'_ITY OF THE ORIGINAL 1 i DRAWING. -- --- - --- I OE 62 92 a 9? 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Shop drawings shell be prepared by only that sub-contractor retained ro execute that specific �—� contract. Material suppliors for glued laminated structural meiibers and T h G Roof Decking shall include manufacturers Certification of Moisture Content ani Structural Grade, � I with delivery of material to job site. i i Design Loadings: I - { Roof - 25 pfs L.L. Flus 152 stress increase (u.L.) Wind - 15 psf (hori^ontal projection) Seismic - UBC II Soil 1';00 psf marc. L.L. + U.L. (balanced D.L.) i j 1. Bottom of exterior f,�otings and foundations shall be to a min. flcvth of 1 '-6" below finish grade, or a rAn. penetration of 1 '-0" into original ! l undisturbed or compacted soil, whichever is greater. ' Bottom of interior footings and/or foundations shall be to a min. penetration � of 1'-0" into original undisturbed or compacted soil. -- � j Underslab fill shall be compacted to a 95% min. density conforming to A.A.S.H.O. standards. 1 i 2. k:oncrete strengths: (psi at 28 days) j Pre-cast Hall panels 2500 - 4" max. slump Poured walls - foundation footings 2500 - 4" 1 Saabs on grade and sidewalks 2500 2" Joists and beams 3500 - 4" i Columns, pilasters and c.lonures 3000 - 4" ! Admix where required per ASTM C494 Precast concrete r �•' panel reinforcing: Field - No. 4 at 42" o.c. each way Perimeter - 2 No. S 1 ' Edge of all openings - 2 No. S i Corners of all openings, on diagonal - 2 iso. 5 I i 4. Reinforcing and Misc. iron: Bars, dowels, ties and stirtvps - intergrade fy 36 ksi. Steel columns - ASTM A36 f ` Structural steel, ASTM A36 I Welded wire fabric - ASTI4 Spec. A185, 6" X G" X 10/10 or as noted on drawings. Anchor bolts - ASTM A307. 3. Lumber: r' Species or Group - Douglas Fir - Larch Light Framing and Studs - Standard (2 X 4 to 4 X 4) Structural Light Framing-No. 2 (2 X 4 to 4 X 4) structural ,Joists Planks - No. 2 (2" to 41' th. , 6" s Wider) r Beams ,. Stringers - NO. 1 (5" Thicker) Decking - Commercial t i 6. Glued Laminated structural Members: Exposed - (Ind. grade) Concealed - (Ind. grade) Beams a Purlins - Comb. and fb Posts - Comb. "G" f1800 Z. "jl ood Sboatbiwt kilt ,rent do* and/or 4jawalm - I14ct "ft Q■C i thickness as shown on drawings. Diaphragm nailing as shown on drawings. I.S 8. Roofing - year comp. built-yip U/L class "Br' fiberglas 3?n WM (base sht• - comb. sht. - cap sht.) I Sheetmetal - 26 qW., G.2. unless otherwise noted on drawings. 9. Parking Area Paving, 2" plant mix asphalt over Ott min. gravel bass. �r- 1 �' ' �,,.. i :a -a'" ` .•'*Y-.r.. r ' c ,.� lee -."'''�i";�i.. ... 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JUNE �i/ tit'.0 CA - - - - ...,.,7Rr... • _.__.... .__,......—.��.�,. r.....-,�,...,_,,,�.,..,,�._ ,,,y, - .w ------ - - _ . .. i ,, = - +Y'r�w.rJr+as +Lir. �w...ws...• , ..._- .__.._. _. _ -...,.w,,.._- .a ....-... ...:_... y,._..T�„,.,... .. __•'�I(Y.n„s...,,,..._..,,...... ..'.,,,rr�„ .,.,,,., , L,k - _.,s.r•}_ ,.r - --w.�.-d , __. _.,..wwt�a�•n•. .� l • • I , { P A I N T G R O U P S I 1. Pre-finished at factory. 2. (-me 11) flood coat CLEAI1 water repellent SILICONE. —� 3. 'White-Roc' CLEAR MASOIII<Y SEAi r_'N, one (1) INTERIOR coat 11-6-50-9-1U and I one (1) final coat M-6-50-9-201. 4. Apply ?LUCK FILLER., one (1) coat L & 0 CQ' ICRETE CONLITIONL: (color to finish) , one (1) color coat EXTERIOR ACRYLIC LATEX. i 1 5. Apply BLOCK :'ILI,h.a, one (1) coat 1. & O CONCFETE CONDTTIONFR (color to finish) , j one '1) color coat INTERIOR ACRYLIC LATER. I I 6. Apply UL,KF 1 ..0,1•ER, one (1) coat L & O CONCRI.TE CONDITIONER (color to finish) , one (1) color coat INTERIOR semi-gloss ENAM7L. i I � 7. One (1) coat CQNCPLTE CONDITIONER (color to finish) , one (1) color coat EXTERIOR ACRYLIC LATEX. t 8. one (1) coat �:J;CRE:'lE: CONDITIONER (color to finish, one (1) color coat oil base serni-glc)ss 'LMENT PAINT. i9. One (1) coat L & 0 PRIMER SEALER, one (1) color coat EX'T'ERIOR ACRYLIC LATEX. 10. Ine (1) coat L � O PRL"IER SEALER., two (2) color coats semi-gloss EXTERIOR ENAMEL. 1 :. 11. Two ;21 coats exterior semi-transparent EXTERIOR STAIN. 12. ,ne (1) coat CHIK-GAND, two (2) coats sem i-tra.lsparent EXTERIOR STAIN. I 13. One (1) coat CIIEK-CARD, two (2) coats EXTERIOR PIGMENTED STAIN. - I i { 14. une (1) coat ChLK-CARD, two (2) color coats EXTERIOR semi-gloss ENAMEL. 1� 15. (Prime coat at ractory) , apply two (2) color coats EXTERIOR semi-gloss FNA.MEL. r 16. CI-EANSE SURFACE, apply one (1) coat '"AI,VANIZED IRON PRIME_n. one (1) color coat EXXTCi�IOR L a 0 ENAMEL. I ` 17. CLEANSE SURFACE, apply one (1) coat RUST CONTRQI. PRIMER, one (1) color coat EXTERIOR L v 0 ENAMEL. 4; d 18. CLEANSESURFACE, apply one (1) coat RUST CONTROL PRIMER, one (1) color coat INTERIOR semi-gloss RNAME7,. 19. One (1) color coat INTERIOR ACRYLIC LATEX. 20. Two (2) color coats INTERIOR ACRYLIC LATEX. I i 21. One (1) 1--WiEL UNDERCOAT, one (1) color coat INTERIOR semi-glass ENAMEL. d 22. ane (1) coat (a,''All SI'ALE1,,. 4r, iN. , 23. 1.4IPE-Oli On, STAIN, apply one (1) coat LAQUER SANDING SEALER, two (2) coats serni-gloss or tinted LAQUER. e. i 24. One (1) coat LAQUER SANDING SEALER, two (2) coats semi-gloss clear or tinted LAQUER. 25. WIPE ON OIL STAIN, apply FILLER, one (1) coat LAQUER SANDING SEALER, two (2) coats semi-gloss or tinted LAQUER. t: 26. Spray-on ORANGE PEEL TEXTURE, one (1) ENAMEI, I1NDLRCQAT, one (1) color coat 1';" it 1' S LPM I- SS 1-:AM 1 7.7. Spray-on SEPI , .A At-''',--'S'.'ICAL TIXJ{!"(,iRE. 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I� Dw. • 7 (s�r�� R� y_r �c ►,� vS . rt - �_ y �( c 8 X c%w Zi _. __ _ _ 5os I• 9 e " --- -- �. ,� \YAMtS1�5 �� E"STrZ --- — - J__ I. (. -I.- _ I. - 21. DSV, Oo►A V G. _— q; L��►. c a- v�.T. — IO. \/O VtBN S TOI LLT — V S . _ !_ i. I. (, 21• 21 '21 p II • Nrl� L: S TOIL.I: T _ v '' I. I• I� r ( \V. �I. p '' -- __ v A.T 41 14, S T 0 ri 1 G, E: V. \v 19 — - . I ;. J �►� �T G rZ S G�o S I• I' �_ I, 1. + 19 X G � I°) I� .—_ ._ _..._ _.---- �i •"_ -- _-_......_..,. _ ET H 21 21 lei R-Y k C, k L X-C, - L_T_ AT - A ; PWALT TILM DW. DRYWALL ^ ( Yr'. ACT. bpi Qt. UARRY 71L9 VT. VIW*?L TILE /1 G'G V 'G T. G>k 1 L r G . T i L� -- if.�S► r9. Gi K PS�+1►KII �/L G K Q I� �'►p. RT. r" ILISER TiZr-/& � MIaT'L. VWG, VINYL WALL CoVgr2'4. $- *92,04:7M FI N i S H N . SP. R/�Y- OI�t NA1ZGi.6r1i{ art SAS, 'SUSP'D. Aeon St �►YST. W D, wo+dC+ G- G D N G IZ �'C � rv1. P. 1r1 I!.r1 L.I T � PA►hI d L ST. STeEL. TIZOWEL PIM . WOW. \VATVIZ 12E5IST. GYP. LP. C b. Gntuc. 1�Lve 1c t'i U. PA,nTI t Lff tea. t,Nat:rzl.AY. T. TQRR&ZD )( - A . � XP45E17 A �GGR� G/aTIR G PT. Cis, Q PET PL. FLASTIG LAIeLM.(F01ZM 1c.A) 'TG 12,. Torser +6GILoraitp CT _ QlllibEl�t X- G S1 FO4EP Ir,r7EYE. GE't7/�.NAIG- TILE r►r. /62E.1rrart . PLY. P/JNHL SAT- VINYL Arr11.•, Ttlt _ . .- �r�r�a11•� � ,., ,��:, ,.;�.,, .......... , ._ .........__ G 4�/ . !D• VINYL=:. _l'!'LY. P LY� pre►p V S . �ti d � S K ert t G tq t7 R if + '+ �1 1 ! ► � ! 1 1 � t , tl1 1 1 � t i r � � r r�r r ► r I I I i 1 I' ►`I 1 1 r I i t t -.._....�,,� = , . ._� - >.�. . _._._.�_- ,.....-_. -...,,a,�•i, - , _ -fid , _. ..v. _ ,�,.., , � I I I I I'�I 1 ! i � I I � 1 I ! � � ! i -I t � T � '1r'1 ! ! r ! t lli•��i-ji-lililill ill , ill tlr] C� i I � I � ill ll1 � 1l1 ili � lli 1l � � lli 111 ' 1 ! 1 ill 111 �� Iii Iii III 111 111 1 ! 1 11I � t+ 23 6 8 OII - NOTE : JF THIS MICROFILMED ►.,.,,.�� .....,._.�.._� -4- 5 7 DRAWING IS LESS CLEAR THAN9 �Q 12. '- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. I OE 6Z 92 LZ 9Z SZ bZ (Z ZZ iZ 02 61 81 CI 91 SI b1 161 21 11 01 6 8 ,SII ItttIItIIIIIIIIIIIIIIIItItI►11111111111�111111111�tllllllll�llllllllili. �,�}�;�,J,��i�Illli�ll�I�.Lfll�llillli!��;11�ii�illlil�IIIIIIIl11�1t;11111�1)��fiII,II11Itillllltl�llll,�IIIIItIIIIIIIiW.1,11111I1lll�lllldJl�L� llltiWj!!1 � . 11 ILII 1111 11111111 lliil illy ilolu�iilfi Microfilm Service Company 6) PJA M e ar,r)v BL'ID CAM M ( - i PARTEX CURPORAmION W . C. livers Co. GENERAL NOTES ' All work shall be performed in strict compliance with governiry Local , County and State codes end/or ordinances . Property boundary and building lines established b ' y a registered Land Surveyor , I or others , shall be verified by the General Contractor ,ter , prior to starting any work . F Signed approval small be mandatory on changes , revisions subs ' titutior.e and shop drawings prior to or Seri P nq material ( s) , or conrvencirxl work . Shop drawings shall be prepared by only• that sub-contractor retained to execute that t slcific Material suppliers for glued laminate,A structural members and T N ( Roof Decki ng shall include manufacturers Certification of Moisture content and Structural Grade , ! with delivery of material to job site. t Design Loadings : Roof - 25 pfs L„I. , plus 15% stress increase ( n. L. Wind ) '- 15 psf (hori&,ontal projection) Seismic - UAC II Soil ( t;OU �)sf max . L.L. + U.L. (balanced D.L. ) � I 1 . Bottcv, of exterior footings and foundations shall be to a min. depth of 1 ' -6” below finish grade , or a min. penetra►.ion of 1 0 into ori i' � - original � undisturbed or compacted soil , whichever is greater. 1 actd , Bottom of interior footings and/or foundations shall be to a min. netration ' of 1 ' --0 " into original undisturbed cr compacted soil . � N � 1 Underslab fill shall be compacted to a 95% min. density conforming to A.A.,S . H.O. { standards . 1 2. Concrete strep ' 9ths : (psi at 2�3 days) j I Pro-cast wall panels 2500 - 4" max, slump i Poured walls - foundation footings 2500 .. 4to Slabs on grade and sidewalks 2500 .. 2 Joists and beams 3500 - 411 Columns , pilasters and closures 3000 - 4" t Admix where required ` pez' ASTM C494 �. Precast concrete panel reinforcing : Field -- No. 4 at la " o. ce each way i Perimeter - 2 No. 5 ' f � . Edge of all openings - 2 No. 5 't Corners of all openings , on diagonal - 2 No. 5 ' 4. Reinforcing and Misc. Iron: i Bars, dowels , ties and stirrups - intea:grade fy 36 ksi, Steel columns - ASTM A36 Structural steel , ASTM A36 gelded wire .fabric - ASTM Spec, A185, 6" X 6" ' X 10/10 or as noted on drawings. s. Anchor bolts - ASTM A307. I , 5• Lumber Species or Group - Douglas Fir - Larch Light Framing and Studs - Standard (2 X 4 to 4 X 4) ' Structural Light Framing-No. 2 ( l X 4 to 4 X 4) Structural ,Toists 4 Planks - No. 2 (2" to 4" tai., 6" & Wider) �. Beams & Stringers - Nib. 1 (5" ,� Thicker) ' Decking - Commercial ' 6. Glued Laminated Structural members : ' Exposed - ( Ind, grade) Concealed - ( Ind. grade) Beams Purlins - Combe and fb Posts - Comb. "G" f1800 E 401 0"16ppff ++_i " RY'!nw►�. .a: ` , � ..N.�.•.�•; r rr s• •. ` • - .. + .. .. o •. tl .dR Y .. .1 a 'y +M... . .�', x,. A rel.,} j. ,'• "/R^ t" d,, a', .,. f•vn• , , .c•. ' •. ., •` '• - .. .:~.., ,,.... 041; 741 thickness as shown on drawings. Diaphragm nailing as shown on drawings . ' ® , Roofing ' ~- 0 year comp. built-up U/I., class "B" fjberglas 3?,0 WM (base sht. a6mbe shto cap sht, ) t ' Sh®+stmetal - 26 g9 j G, 16 unloss otherwise noted on drawings . 9 . Parking Area Paving, 2 " plant mix asphalt over 8" min. gravel base. j 1 -Yom.,. -•.�,. .... ti,�4. ; , r! 1 t 1I1 ill 111 1 tit 'rll 1 1 Ila III Ill 111 III i11111-111IFfIlIT11 II1 I ,, TIl II II II Ii Ila IIIIIliIIIIIIIII! i r I I I I n I i 1 I I l I I i I I I I I 1 I I I I I 1 1 2 3 4 5 6 7 iB 9 1�0 1 1 12 NOTE : IF THIS MICROFILMED - -•- DRAWING IS LESS CLEAR THAN THIS NOTICE , _LIT 15 DUE TO THF- QUALITY OF THE ORIGINAL DRAWING. - -_ _----___— -- OE ra 82 LZ 9Z SZ bZ EZ ZZ 1 OZ 6I1 191 LI yl SI bIl CI <aI lI1 01 6 9 L 9 S� b E Z 1I31"l'" �rii�iiil�ttit�ttitltttt�ttttltttt�ttt��tltl�till�lllllllill!lIIIItIi�llll�l, ��11111��,I�111Ifitilllh�t.i1111111�1f!,Iltllllllllllllllfllllllll�I,!l111fL�tf�ltlftl,ltltllllf�illt�ifit,�1"IyI111IIIII�l1U.�i.1lI�i1U.�,tj 1�J.�{,111Ull1llUl�l !l�.11ll��llaillll�ll11 '� :, 1 �jlicrofilm Service C;�mpany1 990 j N 19 massa 7-iirir• ,tiILAHO ()HE,uN )I:Il" �. - Kodak a i� r t ! . i P A I N T G R O U P S i I 1 . Pre-finished at factory. I 2 . One 1 ) flood coat GLEAM water repellent SiLICOrIE. i 3 . 'White-1\0C ' CLEAR MASONRY SEALER , one ( 1) INTERIOR coat 14-6-50-9-10 and f one (1 ) final coat M-6-50-9-20 . i 4. Apply PLOCK FILLER, one (1 ) coat L & 0 C(XICRETE CONDITIONER (color to finish) .. one ( 1 ) color c:(tia t EXTERIOR ACRYLIC LATEX ." 1 5 . Apply BLOCK I:L.I,EIZ, one (1 ) coat L & O 07)NCRETE CON'DITIONFR (color to finish) , I one 'l ) color coat INTERIOR ACRYLIC LATEX. Ems. f + 6 . Apply BLOCK FL.LER, one (1 ) coat L & O CONCRETE CONDITIONER. (color to finish) , one ( 1 ) color coat INTERIOR semi-gloss ENAME . f 7. One (1 ) coat CUUCRETE COND ITI014ER (color to finish) , one (1) color coat EXTERIOR ACRYLIC. LATEX. I 6 . vne ( 1 ) coat C,J'C'RETE CONDITIONER ( color to finish, one (1 ) color coat oil base semi-gloss ChMENT PAINT. 9 . One ( 1 ) coat L & o PRIMER SEALER, one (1 ) color coat EXTERIOR ACRYLIC LATEX. 1 10 . 'ne ( 1 ) coat L & 0 PRILNIER SEAI,ER, two (2) color coats semi-gloss EXTERIOR ENAMEL. II �► 1 11 . Two k2 ) coats exterior semi-transparent EXTERIOR STAIN. I 12 . One (1 ) coat CHEK--GAUL , two (2 ) coats semi-transparent EXTERIOR STAIN . 13 . ne (1. ) coat C, EK-CARD, two ( 2 ) coats EXTERIOR PIGMENTED STA IN . i 14. One (1 ) coat CHEK-CARD, two (2) color coats EXTERIOR semi-gloss ENAMEL . i 15. ( Prime coat at factory) , apply two ( 2 ) color coats EXTERIOR semi-gloss ENAMEL. - 16. CZ,EANSE SURFACE, apply one ( 1 ) coat GALVANIZED IRON PRIMER, one (1) color coat EXTERIOR L & 0 EtIAMEL . I I 17. CMEANSE SURFACE, apply one ( 1) coat RUST CONTROL PRIMER, one (1) color coat EXTERIOR L X 0 ENAMEL . I 18 . CLEANSE SURxMCE, apply one (1 ) coat RUST CONTROL PRIMER, one (1) color coat Il'TERIOR semi-gloss ENAMEL . E 19 . One ( 1 ) color coat INTERIOR ACRYLIC LATEX. I fI 20 . Two ( 2 ) color coats INTERIOR ACRYLIC LATEX. � I I 21 . One (1 ) ELN AMEL UNDERCOAT, one (1) color coat INTERIOR semi-gloss ENAMEL. I 22 . One (1 ) coat CLEAR SEALER. i i 23 . WIPE-C-44 OIL STAIN, apply one (1 ) coat LAQUER SANDING SEALER, two (2) coats semi-gloss or tinted LAQUER. 24,. One (1) coat LAQUER SANDING SEALER, two (2) coats semi-gloss clear or tinted LAQUER. 1 IN, 25 . WIPE ON OIL STAIN, apply FILLER, one (1) coat LAQUER SANDING SEALER, two (2) coats semi-gloss or tinted LAQUER. i ` 26 . Spray-on ORANGE PEEL TEXTURE, one (1 ) ENAMEL UNDERCOAT, one (1) color coat t S c'M I-' LUSS ?~ ':Af•1 ! 27. Spray-(. n S ll A-1'._'0 AC,�U5'� I V . � 11I 1I EI 1I 1I I iIl ! lIl ! 1I 1� flIIII1I 1fIIItilII1III 1II11I ( 11 I I IIIIII1IIIIIIJII IIIIII1111111IIIIIII1I IIII111 NOTE I F THIS MICROFILMED 3 4 J 6 7 8 I'0 M i� I 12 <, DRAWING IS LESS CLEAR THAN - -- - THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL , DRAWING. - OE 6? ez L2 9L SZ b►Z EZ Zz !Z 0z 61 81 L I 91 GI b l E I al I I 01 6 9 L 9 S b E z I _ itIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIiIlI1111I1111II111IIIIlIIIIIIIINIl111�1111�1�lIlil(.1�6111�11II1111ILIlII_IIIIIIIIIIIi!IIIIIIIiIl111lI1I1111IIIIIII�ltlll)I,�j1IfIIiIlI1111IIIIlIIf lllllil>♦IfIIIIIIIIiLII��I�IUII) I' I� � M �u1�1 w1�i� u�� ._.!lll�llllil�l�ll !uIllu.1101111. hilt 990 jf �` Microfilm Service Company JUNE t it t SANDY 13LID !fop ,, . : Kodak r- b 1 9 I I ' l f'R v N e Gt'T L 1 1 a 1 I TC- Q P AkT � x C0R. f� Cpf�. ATf � �.S _ PAV t ►I At KrU Pik K I N 61 i ----- —_ El �_ r I C - /�. P H 0 T I W A ICo EA . 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R Y PAC W i - GLCZ. 00 L5 ��V! 1C A LE oil _ SCALE : l Q _ r ,1/4 ' ' 4 4" AA 4/7a 4' 1AA � �/4 N;Ot! zi i' i LL �\ , to CL , 5. to i C1 G-" he "-419'. P _ '/,,Z To c$ _ I T - N ► I.� Gg NTG ... �_ lo, I9 N 1 SGhLI'. Q" ex A . ( ARCHTF-C S 3717 c L. ^•1IL.`vAUK1L A'✓E. r1 I l E 1 I I I I I I r r i 11 1 1 1 1 1 1 1 1 1 1 1 1 1 � t l l l l 1 1 1 1 1 1 1 II111 I I I ! I l l l l l l l i l i l i l l l l ISI I r l l l l l l l 1 1 1 T I � � lI � I � I � Il1 -� I � 1 � 1ll � lll � lll � � � I � Ill � lrl � 1111 � 111llll � lll � lillll � llll I � 1 � 1 � 1 I , I ISI ISI I � NOTE : IF THIS MICROFILMED i. 4 5 6 7 8 Q 10 11 12 DRAW T►JG IS LESS CLEAR T, ON -- - ------ — -- _ THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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E `atir)v BL.iD �A a a ) 1990 OYil�tif�-�o�1 tluhILArlu I;t. ,oNJUN c b 61,1 w I v 1 fl s�"f . s► 1%V1 DTW po D r- I I _ y SCA- LE 3/4 1�- 0 " '/b "C� WO L G S ROW POS T! acv i v?14 + Vi" 3/d" 0 M . - (T Y P 1 G A. L) , • x -- > ! ( - - -4 4 44"Ft, W I V T W x vl~r�trl aF Pos7 �, fir...'_ '/4 (2" > PEDESTAL_ A � E � cT t At sG A.L fi I WILLIAMS & EHMANId p��_� �IP DFT. A. I. A. ARCHITECTS -- -- 9777 S. E. MILWALIKIE AVE. R4101 71 - 24 PORTLAND 2, OREGON F'N: 231-119 � ;, . � r1 I I � 1 1 I 1 I 1 I _ « •.�.,�,�►. . .. ,,.,�.,.,,....r.�...., �...., _... ...- - ,-...� .,eiiR, ,. ,.,�,. ,�,.... _ .T.;. I I � � I I 1 I I III III_IIIrIIII � � IIIIIIIIIII1111111I111 � liIIIII � II� IIII � III �I � I � iIlI1111111I1111111I11111 ) I 1I111 � 1I11111I1� llllllll1111111 111111111111111 1111111 1111111 1111r1r 1111111 � I' ... _ I I NOTE : IF THIS M ICROF I LR"ED 2 3 4 5 6 7 8 9 10 1 c DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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