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10575 SW CASCADE AVENUE-4 DETAILS PANEL ELEVATIONS OFFICE AND MANUFACTURING FACILITY FOR : ENTROL 1 ,NC TIGARD * OREGON MCCORMACK SIVER ,9 JENGINEERS • CONTRACTORS • CONSTRUCTION MANAGER ,A.PPR IVIED FGR CONIS RUCTION 1943 C;;'i Y OF TIGARD A. MAN BY____- or o , MACKENZIE/SAITO & ASSOCIATES P.C, am &W Moac"o" snv:u rofffum,omcm•rm 18-j 124-"70 JULY 259 1884 283335 3f wow .,.,....,,".,.:.. �.,. G:;.,.. --+.+�w.,.,..««+Y( -•—tea-.. -:_. �+ ' !� rl � � li �iliiliiliilii � ii� iiliiliili `ri � liiliiliilii �iiliili � liiliili � li � i � lii � i � i � i � ii � iii ► iiiiiiii � � i < < i � 11 i �� � iii � i � iiiiiiii � i �� ;L..I i II ,� I I . II I p11I IIS I I IIS NOTE : IF THIS M AA I I �'�''t ! ( � DRAWING :1S LESS CLEAR THAN - ---- -- -- - ... THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL E Z Z L Z Z 4 Z Z Z Z r I Z Z 6'1 $�T Lr� T Y T l-[ I T F DRAWING. 0 (Ill ��lllll� 1,11IIIIIIIIIIi� IIIIIIIIIIIIIIf. 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A/C -13 Spandrel connection at Grids 8 and N A/C -14 Floor/viail /footing connection AIC-15 Floorjwall /footing connection at dock A/C-16 Construction joint A/C- 17 Interior column to footing ROOF FRA.,MING DETAILS - "RF" DETAILS � A-RF 1 Hinge connect -Ion A-RF2 Column/beam connection A-RF3 Subpurlin/wall connection A-RF4 Roof tie to concrete panel A-RF 5 Pur l i n/wall connection A-RF6 Ledger section A-RF7 Beam hanger at panel A-RF8 Beam hanger at panel joint ► A-RF9 Glu- lam beam/wall connec+ ion A-RF 10 Beam seat A-RF11 Glu- lam beam/panel corner 'beam A RF 1,_ Glu- lam /panel corner A-RF13 Purlin to purlin connection I A-RF A Pur l i n to pur l i n connection typical DOOR AND WINDOW DETAIL - "DW" DETAILS A/DW1 Typical window head and jamb B/DW1 Typical window sill A/DW2 Mullion connzction at panel B/DW2 Mu l l i un connection at slab A/DW3 Hollow metal transom head A/DW4 Rolling sectional door jamb at column B/DW4 Rolling sectional door jamb at panel I ti I -..w.wr• '�p�.,, t,.y� w.. . ., ,may ....+n.jyr}� ,.w.,�, '�JR.1•.�erts...:..}+' .�7�S+ '.++. _ ♦ •• .-w....-i-+wsnr .._I(. �...,wr' � Jill I I r I I I. 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M rA4 f�U�2 LI 1�1 TO F'UR LI N GCS N N ECTIC)w RF - 13 NO scA LZ MACKENZIEISAITO & ASSOCIATES, P.C., OREGON M A WN TMH MACKENZIE/SAITO & ASSOCIATES, P.S., V06SHINGTON Dear SW ewD10F7 STW-E7 POPTLMC. OREGON grXi OW) 2z•-J670A 1 Z5 -84 Joe � �o i N c . 009 • 28 333 5 r __*"?x'3'.'.:•�.,.: .r'+�.ti.+!.'yaalAi! "' . i' " •.,'�'. +�" l,k 'may' 1 . -+.._. _ ... o,,,,,y, ,i�, :. ,'�' •• „t ,„ ...""i . -=x r-.,v - _ _- ww�n1'ar.t. iI �I I . pi ,.. NOTE . 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I ELEVATION 61 HEAD A NLIILL10N CA-T PANEL (ftTWEr- N OVEI2HEAP MkN V001Z ) Nr SCXLE I 2 W I PE %A 9 I I 9E,�WT It I I I I SE AL p•NT 5E P E LEVAI'I CN@ S I LL mwmtoo LAN LILL-1-ON ?NN. 6 SLAA15 _ NOTES: AL ', GO N N . H EA d 4 SCAA L E SILL.. rl IBE0 M Il21x g Cv W/(2) I/�, C� 4� NE.LSON LJE Lr2 S7LIPS, WELD VENT MUl JON 1N POL,ACE, MACKENZIPSAITO a ASSOCIATES, P C., OREGON 111A A WN MACKENZ;E/SAITO & ASSOCIATES, P.S , WASHINGTON C*W Sw BANCROF' STREET POP'_AN,-, OREGON 9720' (503; 224.9570 KATIE JOB ,jos • ark y r ' III -III III III III III III I�I III 1 1 1 1 1 1 1 . 1� I III III III III III I ( I III III III III III I I III . I I III I i t IIi i 1 1 11 1 I . I I I I I I I III I� I I I t �! I� 1 1 1 111{ III I 1 2 I 4 110 11 1 NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO --- --' - - - ------ - - -- --- x THE QUALITY OF THE ORIGINAL g � L DRAWING. I I Ilii IIII IIII IIII Iill IIII Illi IIII IIII IIII IIII IIII IIII IIII Ill! 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JUNE 26 ) 19901 , £ Z ; "� ��� i I� I '�li II l 1111 illl�llll liif fill Ilii ilii 1111 . till illi IIII 11111111 II11 IIII IIII II II IIII II II III) 111111111111111f (III {{111111 {1111111111111111111111{�,, �1�,111111 l!Il illi illl �ll111t� l� llll l�ill(IIIIII ILII ILII Illi IIIA Il�,illll illi ilii Illi illi 1111 I II li �, I y, r MISCELLANEOUS ARCHITECTURAL DETAILS VA- NOTE : A. �., - '�' :'�.: . _Pte^' -� • ,�, � i ili ili iirLl i ili ili ili� i ili ili 5X10 NOTE : I F THIS MICROFILMED 1 s 'r�� s�_ �.r ---�-�- - -� ----�---- I DRAWING IS LESS CLEAR THAN � iHIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. S Z Z LZ Z 4Z Z Z Z TZ Z 6t [ LT T i i I I II T 6 8 L 9 9 i S Z i �� N �,.-� • T � � ���� «ul��►� ����I�u� ����I���� ����h�►� ����I��u t���l���� ����I���� ����h��� ����I���� 1111I���1 ����h��� ����I�����,, ,�a,i� ����I���� ►���I�u� ����I►��� �biii it���iii u��l����,����1���� ��►�I►���,����I���� ����I���� ����I�i�� ►���I���� ��►►I►u� ����I�►��i►�►�I�►�� ����I�i�� III II!, J UNE26 � �� � 1990 � � � • « ." P�'w�� ��G�.?N !►•!ter 1 i . �-U -�M l�M, GU AIN gzl Li M MA�-1 X10 4�6,6%.LE MACKENZIUSAITO a ASSOCIATES, P.C. , OREGON St A Wirt MACKENZIEISAITO & ASSOCIATES, P.S S . VOkSHINGTON OW SW BV Cry STAEE' POP-LMC OW50N 9?X• (5W n4-I*70 DATE roe - � . L , IfG . ro• • 28151)5 .:w y tilt. y i ,,� � �`°c•'�t 7fit.;� ,tib ow • i l l l l ' I II I I I I I1114111111 II ,NOTE : IF THIS MICROFILMED L 5 0 � � 10 11 1 E { I DRAWING IS LESS CLEAR THAN -- - --- ---- - -THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL -` -- - DRAWING. E Z 8Z L Z Z 4Z Z Z Z �' Z Z 6t 8t Ll , 11111cf11111T SI t EI t I t T 6 8 L IIII111118 Illi illiil.lIIII illi III III) illi IillIIIIIIIIIIII IIIIIIII Illi IIIIIIII ilii Illlllllllllll Ilii IIII IIII Ilill.. �rl,ll1.1111111111 ��IIII�iIIIIIIIIIIII .IIIIIII IIII IIII Ifll IIII Illiilli 111111111111111111111111111111111111111Illi IIII JUN 26 1990 ,f vj .>� f.'uf. • '^ w. _. -wr. .{.:�yl.. moi.. �� _ _ ... Y ?AN 0A%rt2 I°i pE VER71CA L -- Lpe % FM eep log MIN. - 4 iS' -�i?170N�TA L � C•� 3 A�rHAL7IC CONC, PAVING 012 NC . Q G RAVEL E3A C KF•I LL W u- P N O E � 2 4' WEE �. � 4 Q —4 v v 410 1 � o---- 5) COQ. A TY 19 . PPC K WA LL o $C.AL. t MACKENZIPSAITO & ASSOCIATES, P C., OREGON DRAWN JDA, MACKENZIE/SAITO & ASSOCIATES, P.S , WASHINGTON ONX SIA 5AtkPC)F7 STREET Pow,-m[) OREGON 9720, ,5W3 224-9570 D A TL 054 4#09SEN'T�OL , ! N � Joe �sR333� .� • .. .m Rl�.y, Rei♦'_, ;, ^.� ..1� W91Y .o•^rlI �� t II.` V'...V • ., k. ._ � t • ` III ..III III III III III III Irl III Ili III r Dill III III III III III III III III Ill III I I III il :� ' III III � III III III I I i I � I I � I Ill i� l Ili L �,Illli II III Illlill III Illlllllll ! .r• ,z::. . ---- - j NOTE : IF THIS MICROFILMED 1 24 _ _ _ _ _ _ _ 10 _ 1_1 1 40 DRAWING IS LESS CLEAR THAN - L THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL £ DRAWING. JUNE 1990 I Iill lllilllillll illlllli IIII Ilii llllllll�llllllllllllllill fill lllllll; IIII Illillll IIII IIII IIII lillllll�,, ,,,111111 IIlIIIII lul Illirl`I�I�•bl Illl�n illlilll IIII IIII IIII IIII Illl�llll IIII Iill llllllll llllllll! IIIlllll IIIII�IIII illlllilil IIII IIII � '-� 26 111111 II 4 • I i lour— TL S-Tv" Pi Pe Rr'J moi ,► or NiA•- 'r2HOWN IN R.W EIEC No 4�GAL,E MACKENZIEISAITO & ASSOCIATES, P.C., OREGON DRAWN 14 MACKENZIEISAITO i ASSOCIATES, P.S., N4SHINGT004 OWL, SO eVcAOr STREE' POATLA/ C OWcoOK vrX, (W3, 22.1670 DATE 7. 2r7 •$�' .409 - ANT i� , l G . JOB s 2830;5'515� y , t v 5 ...�ia� v`� ` ::�. - ''' '"'r""' — .. - - .. • _ .. 1wL .„�' +v � .� .• ,q,�yaYY' Y f 'ry,� '. 'j Ae ,"y��,��-•• '"' 1�i., pryr..."�M'-"Lp” . _ +;.'. .. � � M ., III III III III III III III I�I III Ill � llilt•'II ' ill ( lilli III III III Illilll III � III III ( ! III III III III � III III III � I I 1 � ! � �� ! � ! !�; III L � IIII II� ( � ! Illlill III III IIIIII � ,.- ..r"_..-`_— .,i0-:�_�•. �-►��.e� _-� �t j NOTE : iF THIS MICROFILMED 1 2 4 5 10 11 1 DRAWING IS LESS CLEAR THANTHIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z Z L Z Z 4 Z 1► Z Z W IL 9 9 s Z 11 )4 M • DRAWING. JUNE 26 ) 1990 III! (III IIIIIIIIIIII IIIIIIII 1111IIII Iillll ! llii Ifll Iliilllllll�l, lllf II,I 1!11 !111.., ,),111111 IIII IIII ISI IIII�I�I . l�I f'ltllllllill III. IIII IIII IIII Illi ilii IIII lillliilllilll lilllilllillllll Iillllllllllillllllllllliilillill Illi f a I � / I o 10 loor .01 10 i '/4 o� x.12 ti 20,1 �'W�JC�r� rci sTD. P.Ft: T-f?. � 12 � T1'P Imo• 4 �;�0�,1,N I N I�'.����.�� No ��� —1 4. ACKENZIEISAITO a ASSOCIATES. P.C., OREGON Oc A wN t71. IMACKENZIEISAITO & ASSOCIATES, P.S., WUSHINGTON S* &ANCRor STREP p'ORT,A% G OAECON grXi (103) 224-9670 .ATE 7.or 2'�•8�4- .....� Y a9l:N. 4 , Kio' 1 1�4 6 . lift wa.-..pFr.^.♦ „� `.� ,: ..,. •�Msr'•ww}rrr.��. y_ ,2 '+t1 ve sL .., - / ` -- ...a.:r. _ .e .+�M�tl►.►'. Y• - "` i ,' yr�.'"', .. ,_ k ' _ now ,;W •� w. x, ^'- D•4x �- r � a +N� w 4 t �•� � � .. � •J �.w..-....'. .w,.���"• _. ,.. -�' � ter. �� •'• ..,. ! I ( I III I ( I I ( I ! I I III I ( I i� l III III III•`III III III III III III III III III III ( ( I III I I III III III III I ( I ( � � III III I I � I � � � ; � � I � i III L I;J � I I I I I{ I l l l i l l l l l l III III I I I I I ( � � ,.-.�.'.�".�..'..__ ._ . . ..�`..r �.,,... ... ___ � I ! I I I I I i I I I �. � - .! • I , � I i f i I � � • lNOTE : IF THIS MICROFILMED 1 2 41 DRAWING IS LESS CLEAR THAN — -- - - -- -�— THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL L Z Z L ZZ 4 Z Z Z Z I Z Z 6 t Ik IiIJ11111 Gt 6L9 3. toDRAWING. ' IIIII IIIAIlli I�I�Iiil IIII illi IIII Ilii Iilllllll IIII IIII IIII IIII ill IIII Ilil�", I1 IIII IIII ISI IIII IIII �d IIII It'11 IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIitII IIII IIII IIII IIII IIII,,Iii IIII IIII Illl�tlli IIII IIII IIII r t • •�1r'-�0..��r11F•w,a...r. .... _ �..........W�. _:e ... �,.�, _ _., •?#S_--�° _ _ .......r�...�.—.... _.._�._�._.._ .. �.. - _ .-_ _. .�.iw'. �... _ w..w.r..__.._� J i �4 OTE = PR v',/I Os G Q I G e ET Ni �yN rmIpe cbF r Wkrc.-H AS R t m' p Fmc;,Q DR'2A I N A<25.E. 4oc8 ' br-AoKe HATC-H G F2C> ►.SATE H/ F?tt;::!5F sysfrz" - FIE.L.D Y =RIFY AZ5EIM6Ly I 24L IL LUQ i I , � 2 ) 2-ACp L EA . SIDE a S Mo kE 14A - H / .51MP. WL) 2ro2 @c, W EA e*4D I pU R l.f N gSYoN D i 1 rA SMak E HAO% H Cb M E PETA I L a 6cALE MACKENZIEISAJTO b AS 0CIATES, P.C., OREGON ORWOO TMN MACKENZIE/SAITO b �CIATES, P.S., HMSHINGTON i OW SW BMCROP STREET PORTLM C OREGON grXi (W3) 224-9670 VIA T11g4- �O� D L. 1 ► j C - ♦ 2 3 3 3 5 61 i ts III Ill III 111 111 III 111 I�I Ili III III i 111 III III III Ili III 111 111 111 III Ill I I 111 111 1 � 1 1 � 1 1111111 111 1 1] 1 111 i. 1� ` 1111111 111 1111111 III ill1 NOTE IF THIS MICROFILMED I I i� 8 __�___ --_ _ _ 1 j DRAWING IS LESS CLEAR THAN - - _9L 10► 11 it THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 4 Z Z Z � Z I Z Z 6 T I L I '� T S T i S TT i� ��li t Y 6 DRAWING. ` ���< «<< ��►� ���� ��II �I�� I��� ���� u�� ��1� ���1,���� ���� ���� ���� �!�� ���� ���� ���� ���� ���� ���� ���� ���� �����,, ,1,I� ���I����� ���� �u� ���� IIN 111a 111� l ���� ii ���ii��iii�� l1�i111�1 � . _ I I 1111111 Ilii IIII 11111111 Ilii 1111 illi 1111 1111 . 11E • f JUNE 990 26 1 Y _ryv Yv"A�r^ ILnl PANEL ELEVATIONS 1 . Panel E l ev at : ons depict reinforcing for typical panel types . Not every panel is shown . Contractor to submit shop drawings for all panels indicating reinforcing , additional reinforcing necessary for picK points , etc . 2. Dimensions are nominal and should be coordinated with plans and elevations for Panel sizes and locations and sizes of openings . 3 . Primary reinforcing mat to be placed in center of panel with special reinforcing as indicated on details . 4. All reinforcing to be grade 60 . 5 . Typical panel steel unless otherwise noted : A . #4 at 1 ' -0" on center each way. B . ( 2) #5 at all panel edges . C . ( 2) #5 at all panel openings , extend reinforcing 21 -011 beyond edge of opening . NOW .. ,.: ili iii I I �_ np ' I i' DRAWING I IS LESS CLEARITHED � � � � � �1--�--- I---_ -lo AN THIS NOTICE , IT IS DUE TO _ Jill THE QUALITY OF THE ORIGINAL113 DRAWING. 111, 711 I L T T T IIII ll III II !! II , li IIII IIII IUl I ► II I� I � II III IIII IIIlIIII IIII : 111 ' 11 (IIItII III—! III! 111111 EIrlli IIIIIIIII ��II ILI �- I9III IIII�I4II) .I Ii 1111111111111 Z If tIII,I� II„I�I IIII IIII it ,, "-_ - _ ._ ..__ ..... ....w....,yr..•-.,,.,..y. �....w •sW....-•,�lr'y""7�lilfiN`' ,,. . ,ay,' •I . _..�... �. r,• .S. - '� � - .- ,. ,. 4A ter- _•.. y,•d..._ .... �..�..•.._.•...�.. � ..,.` ..' .=� ..,.. .�...�... y....-._.__...._�.....�.�e . pAh1r:L T14I(:K►JE55 5 /2 14 I (2 )1S EA. FACE CA, FACE 5rAMPkPEL PANEL --- — hT0 SCAL F— low 04. lb sk iirp NOTE : IF THIS MICROfILMEO DRAWING IS LESS CLEAR THAN 4i -7L lb � �, •�.a � THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL T- DRAWING. IIl�iiih !�!,ii�iiiiliiii iiuliui Eiiih�fi `�b��i irnh��� ii�ili�iiliiii iiiilii��i����;iiiilii�i JUN990 26 , PANEL THICKNESS 51/2' All 31 Oft WALL -- --(2) j� 5 EA. FACE 8 EA. FACE (13)x`5 SEE VETAIL AIG-9 BEVEL WINPOW PANEL - NO SCALE . llffl�Yll °" nmr wow .. TM lb ! 4 NOTE : IF THIS MICROFILMED DRAWING IS LE ! W1� 'QSS CLEAR THAN �1 i THIS NOTICE, IT IS DUE TO � THE QUALITY OF T1-1E ORIGINAL � � � - � .• DRAWING. S Z 8Z LZ Z 4Z Z Z Z TZ Z 6Y T LL i i T Ei i [ Ii I �- 8 L 8 4 t £ Z t � r IIII 111111111 IIIIIIII� IIIIIIIIIIIIIIIIIII 111111111 111111111 fIIIIII�I 111111111 111111111 111111111 IIIIIII�I Il��liii�,,, ,�,ii�iiiiliiii iuiliui i�ih�f, �b������r����� uiiliiiiliiiiliiii iiiilii��,i�iili�ii iiiiliiii uiiliii�,iiuhiii iiuliii� iiuluu uiiliiii iiiiliiii iiii�iii JUNE PANEL 7H ICKNESS 51/2 _�- ---TO19 OF WAIL i TY P. A. FI CZ (3)1'5 EA. FACE , - - - - - ----TOP OF 5LAe --� _T0 _C2F F0071 NCS �2 ) 5 G DANE L E P&E 5 TCS _ BOTTOM 3 TTMCAL WALL PANEL. an p r , �41 ili ili ili i i i i i i � i � il � i� ► il � ! I� � iti il{ ili ililil � ili ili iiilil � ,• ,�..T��:} . ., ! � NOTE : IF THIS MICROFILMED ,� 10 11 1 � DRAWING IS LESS CLEAR THAN -' - -� -� -•' - - - - - ��,; ,. THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE OP.IGINAL 9 Z 9 Z L Z Z Si Z Z Z Z I Z O Z 6 I i L 1 S T T S i T I I T 6 L 9 Q �' DRAWING. (� Ilii , IlliIlf111111111Ill) 1111111111111111111111111111Iill.��ll (Ill11111111Ilil�llllIllililt11111111Iliiilll��; ,),II1111IIIIIllu�laldillIlfil 1�11���11ILIIIiil IIIIIIIIII���IIII IIIIIlii111111111111IIIIIIIIIIII1111lll it�lllll�111111illilli11111Illl1111jr 46 1111 JUN 26 7 1990 1 �R _.- -. w i 1 i EM PS N EL �0 O11 _�- CAULK -t4 Lf scuppEj;2 0 PG-!4 EA- E D 7k T.- 7 I � 4.11x o '1 n. S. MA-,Co No scAL L MACKENZIEISAITO & ASSOCIATES, P.C., OREGON #PAWN N MACKENZIEISAITO & ASSOCIATES, P.S., W4SHINGTON I ONO SW BANCROF7 STREET PORTLVC OREGON orxi (5W) 224-0670 dAIV 7� 25/83 St�NT1� oL / ING , jVa •*4 M11 28 33 5 pr aft r F� SII 'Iillllllllllllilillll' IIIIIIIIIIIIIIIIIlI ' IllillllllllllllIli ' 111111 ► ' illlllllll � lllllllllllllllll _ 1 2 4 5 NOTE , tF THIS MICROFILMED ��--_ DRA:IING IS LESS CLEAR THAN 10 THIS NOTICE, IT IS DUE TO -- -� - - _ THE QUALITY OF THE ORIGINALr' -- - DRAW ING. Z g Z L Z Z 4 Z Z Z Z I Z Z 6 I [" Ll IIII lllf If Il fill IIlf fill II �I' i �� JUN 26 ) 1990 IIIIIIII 1111 Ilfl illi IIII fill f III IIII IIII IIII IIS, IIII IIII I,►I fill IIII IIII IIII��� .�),II ill IIII 1111 IUB Ill IIS! .I�il II'� IIII IIII Till, III! IIII Ill! IIII (Iii !!II IIII Ill! Illi IIII Ill! IIII 1111 IIII IIII IIII Ill! 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FACE 01000 CP N 1 til S> � F10'7)( 10 0 jO PEN i 1J G O�, 012 MKc.-ONNFL C 12 i I i i I ZO Fp OF SL AP ..o 0 F FWC07 1 N 6- PANEL PANEL --hl 1 OVEPHEAD PCo)OP OPENIN& NO SCALE Ila-y� wlr �b�'' ' Ill .ill III Ill Ill ill Ili I I Ili ill ill r� � Ill iii iii ill Ill Ill Ill iii iii iii iii � I iii il � 1111111 il � i i iii � I I � I iii i i iii iii I I � �,f � l I it i i i i � i I i i iI � i � � � - -�""-��. a�,.>•-.•� _, ,. - � r �y NOTE , IF THIS MICROFILMED 5 `7t1V DRAWING IS LESS CLEAR THAN - - --_ __ _ r__._. _. ._ .__ ____ THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL 1: Z 8 Z L Z Z 4 Z Z ZDRAWING. Illi 1111 Till IIII IIII IIII IIII IIII 1111 IIII Ilii IIII IIII IIII IlliIIIIII�I���ZII�IIIII 111I1 �1111IIIIZ111111611IIIIIIIII IIII III► IIIII�I'�IIIIII IIIlI;," ;)L � �� I� IIIlliIlii IlliIli�� ImiiIIIIIIIII8IIIIlliILIIIIIIII9I�II111111111IIII iIII�lliill! ZIlli1111 I ' JUNE 199 0 26 IIII ISI! ... ___. _ .+. �... 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IIII ���I�IIII 111111111 111111111 111111111 111111111 111111111 �II�IIIII 11!111111 111111111 111111111 111111111 IIIII�IIL,.�� iiiil �uu� iiiliiti I��1� � �� ��h��� iiiili�ii i�iiliiii iiiiliiii iii.liiii i�i�liiu iiiiluu i�iili�ii iiiiluii iiiiliiii iuiliiu iuiliui iiu�iii ; JUNE 26 ) 199tJ � �� PANEL THICKNESS 5 y11 r MAX . — A --'f01' OF WALL ' od (4)� 5 EA . FACE (4) ! 5 EP.. Fpm (2T�SS AQDUND 01�EIJINl�S I f pENIIJG FOs2 — i 0 a70l� OF SL AL i Of 1 11 —'ro+0;' C)F roCIrINc a - t�aNEL W/ p OVEP�HEAP DODk*-'o' 0PEQKJ6 �211017701'' � No sc4,Le got '1014 I I I I I I I I I I I I' ISI I I III 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 1 I I ' I I f I I I I I I I I � I I I I uIl wl I ,J I I i � � 2 . li � 4f_I4iO NOTE : IF THIS MICROFILMED � I I � i � j DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 11iE V'JALITY OF THE ORIGINAL. �. DRAWING, III �I�IIIIIIIIIIIIIIII IIIlIIIII IIIIIIIII IIIIIIIII IIIIIIIII (IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIII�IIIIII6B!, u iiiil��ii iiuliui i�hu� i11E � � J UNE 26 � , 1990 ALL - - - - _. TOP 47F SLAB —_TOp OF FGY7TINt [q]- TTrICAL WALL P4,...WF. L �JO SCALE "pro pr Nor iii ii1i4aiiIi iiii iiii iii iii iii t ' NOTE : IF THIS MICROFILMED � I 11 I I 12 I I 13 I I 14 I I 15 I I I �' � �"^'f I I I •Q '�t '� � !�� I I to I I 11 I I �, • DRAWING IS LESS CLEAP. THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL �R,�I�. uiiii 1111111'iliiiihuiii ,iiiiliiii , ,�i�iiiili�iili;u imllill 1X90 JUNE 2 ��� , _ i t r W '# ; �� '1�/� �^ 1. ! � �,..,fir�►,•�,,.-' �c '���.,Mti,F.,y,��fi....r... •,,....,,.y��wO'�>yjw -..r,.�„„�e�,.wava•.v^w 1_.w..._ D � aw D REVISED DRAWN MIACKENZIE/SAITO & ASSOCIATES, P.C., OREGON tie, SW SANCROF7 STREET PpR? �,-� DATE I LAND, ORE . N 97201 (�•0_ 224-% JOB 4 - i _ ,s I I I �� I I III III III III III I I III III III •rI III III III III I ( I III III III III I ( I III I I III 111 ' 111 ( ( � ! I I I ( I I• I I I I i I � � � � � III ��% I � I �• � I I I 11{ III 11 111 1 1 III f 1 � I I I I I ` , �xs.,--------. ,_ -. �..,�:�,I ,�,� -� 1 _ . NOTE . IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN � -- - --- - --' -' - ---- ------ - THIS NOTICE , IT IS DUE TO THE QUALITY OF THE i)RIGINAL g Z 8 Z L Z 9 Z S�_ Z T Z I Z Z 9 9 E Z t ,� DRAWING. �illllllilllllll IlllfllllilfIIII Illillll lllliill llllllll 111111.1 IIII IIII Illlllilllil IIII IIII IIIIIIII��, ,�,�Ilill IIIIIIII IUI ��IIIIH � SII If1? IIIIIIII IIII IIII IIII IIII IIII Illi IIII ►III IIII IIII IIIIIIIIIIII,IIII IIIIIIIIIIIf1IUIIlIIIIlilll IIII IIII . � Iry JUN 026 ) 199 0 0. .- �_ --..., _.. .. .._._ �.. ......,. .� .1+�...___-_ w�,r...�, .•�.....�-.�i11��=:'•f�tsw..l. r.• ,�:,. �. � r+ j _ ,,. -- . Y`/). L11 rt ,�.�.-��MtaM,ylo• � .. ., � __ ..r - _...- �.r, -•. ... �.-,...�ui:_...�.,..•-. AIS►. •♦.rc. ,. 1 ' U ,h VW EVOLVIN DARK OOM OOR MO EL 3/4 l"' �► 19Z Novi, there's a revolv;ng dobr tbl S� T gives you ALL the features you lobk ^h for in a darkroom door. It's the latest irk` safe, easy access to any type dark- "'20 room. Keeps darkrooms completely light safe, protecting expensive film from fogging. Helps keep darkrooms cleaner, too. Arid darkroom personnel can enter or leave without interfering with other activities. The VWR p'Revolving Darkroom Door is safe, convenient and sturdy. It's shipped complete and assembled. All you do is fit to any standard 28" (71 . 12 cm), 36" (91 .44 cm) or 48" (121 .92 cm) door opening. Two- way darkroom doors are available in a special 28" (71 .12 cm) and stan- dard 36" (91 .44 cm) models. Three- way darkroom door is supplied in a 48" (121 .92 cm) model only. Once t;ie door is in place, unique breakaway hardware makes it easy to pop the door loose in ease of emergency. This feature makes mov- ing large pieces of equipment in and out an easy ma t ter. Reinstallation is just as easy. And the stationary floor with noxi-skid surface helps prevent accidents. WITH THESE OUTSTANDING FEATURES STURDY CONSTRUCTION • Easy rotation from inside or outside. s Made of rigid high-impact polystyrene. • Suspension and lower guide bearings • Steel members riveted and welded for extra strength. facilitate movement. • Rotates easily. • Wrap around aluminum handrail • Never needs painting. provides sure grip inside. • Reinforced steel flange around the outside means lasting rigidity, • Convenient finger grips circle the • Breakaway aluminum flange is bolted to steel mounting flange. outside for easy entry. GRAPHICS DEPARTMENT �WR ScientificV . 'A . � . C _l r division of Univar Pr9 ( IIIllllllllllllllllllfllllllllllllllllllllllllllllllllllllllllillllllllllllll III 111111 •� _ ..�~ , �� ' � � . � NOTE : IF THIS MICROFILMED 1 2 � � � � � 10 11 1 ' DRAWING IS LESS CLEAR THAN – — — - - -- –r---- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. g , ,L T 9 I � 1311 l1� � llllll1IIli l11ll1111lbll IIIIIIII ISI IllI,� bI 1111 llllllll lllilll) llllllllillllllllllllllllllll 1111 1111 7 J U N 26 . 19 9 0.1 "V-----X4&V1 __ . ... lief z _177 I WF� REVOLVING DARKROOM DOOR MODELS 2/28, 2/36 & 3/48 + " Z = WALL— I I iDOUBLE FELT. • I LIGHT SEALS I j I t I II 'G" 2-WAY DOOR I I I l ------- C ' ---- - -4 I II III ( I l 28 2" REINFORCED FLOOR 31/4" (82.55mm) - -1" 25.4mm . . '•� WALL BREAKAWAY ALUMINUM FLANGE RUBBER GASKET 2" (50.8 mm) i ALUMINUM FLANGE r i 4314" WALL "G' !+� DOOR CASIN D ' 3-WAY DOOR �-- DARKROOM ARCHITECT'S SPECIFICATIONS MODEL 2 28 MODEL 2: 36 MODEL 3, 48 t 28 TWO-WAY 36• TWO-WAY 48' THREE-WAY KEY DESCRIPTION DIMENSIONS DIMENSIONS DIMENSIONS 'A' Overall Height 82'/4•' (208.91 cm) 82'/4" (208.91 cm) 821/4" 208.91 cm) "B" Wall Opening Height 80" (201 20 cm) 80" (203 20 cm) 80" (203.20 cm) "C" Wa!I Opening Width 29" (73.66 cm) 36" (91. 44 cm) 49'/2" ( i25.73 cm) Overall Diameter 28" (71 .12 cm) 35" (88 90 cm) 463/4" (118.74 cm) "E" Inside Diameter 25'/2" X64.77 cm) 32'/2" (82.55 cm) 45" (114.30 cry) "F" Inside Height 743/4" 1189.86 cm) 743/4" (189.86 cm) 743'4" (189.86 cm) "G" Entrant 18" (45. 72 cm) 21';2'" (54.61 cm) 20" (50.80 cm) Door Weight 157 lbs. (72.21 kg) 187 lbs. (84.82 kg) 225 lbs. (102.05 kg) Cat. No. TR 70210-40 Cat. Nu. TR 70210-50 Cat. No. TR 70210-60 Order From Your VWRO' Sales Office Anchorage Dallas Kansas City New Orleans Portland San Francisco Atlanta Denver Los Alamos New York City Rochester Seattle Baltimore Detroit Los Angeles Philadelphia St. Louis International Boston Honoluiu Miami Phoenix Salt Lake City Chicago Houston Minneapolis Pittsburgh San Diego PO BOX 7900, SAN FRANCISCO CALIFORNIA 94120 GRAPHICS DEPARTMENT VWR Scientific GD63-'OR4-436-014 division of Univar •+�►..r«.. -...._. �- _-,- s. .....arm .. ,•. - .. _ � .� 111 111 11 ! 1111 III III III I�I III III . � I rl ! III III III III 1111111 III III III III III I I III IIf ; III III 111 III III I I I ISI I I � I III IIII ! � I 1. 1� 1111 ` I � � III 1111111 III III 111111 �. ,-.�' �''� � I I I l_ - 'I . I . .�.� NOTE : I F THIS MICROFILMED 1 2 � 4� 5 _ _ I -_�l _ � -__ 10 11 1 DRAWING IS LESS CLEAR THAN - -- THIS NOTICE , IT IS DUE TO _ _ j THE QUALITY OF THE ORIGINAL £ Z Z L Z Z S Z ZZ Z T Z Z 6 I ' L 1 i S T i E I I t i t 6— 1 L ly 9 DRAWING. JUN 26 ) 1990 NEW"— Moak I , . rill, 1 ILII Illllillilll IIII IIIIIIII IIIIIIIIIIII .IIIIlI! IIllllll lllllllllill IIII II�IIIII IIII 11,11 II Illllf ,�,Illfll Illllll! Illl �llllcl"I�I�t Illii�1111111111 IIII IIII IIII IIII IIII III! IIIlillll11�1IIIl�llllllll �,Illll! IIIIIlIIII�IIIIIIIIIIIIIIIII 11111111 i + ' t �.z i i i 1 3 •� _• AIM GENERAL NOTES I . D. S . TENANT MODIFICATION p 'T_ •. s��N PROJECT NUMBER 283335 . 005 � Q March 22, 1985 Q 01010 SUMMARY OF WORK The work under this contract/project is to include all the labor , materials , transportation , equipment , supervision , and services necessary for and reasonably incidental to the complE : ion of all construction work in connection with the drawings and specifications Interior tenant modification only; no structural work this permit. Occupancy: B-2. Number of Employees : 10 01050 COORDINATION The Contractor shall verify and confirm all dimensions and conditions shown or impl ied on the drawings and specifications as wel l as the physical conditions of the site. Notify the A/E of discrepancies prior to start of work . Contractor shall coordinate the work of all subcontractors to prevent duplication of effort and to insure proper sequence of operatiuns . 01070 CUTTING AND PATCHING Patch and repair all existing work damaged by new work to existing condition or new Condition , whichever is appropriate . Replace all existing slabs and paving removed for new construction . Remove , revise and reconnect all gutters , downspouts , raindrains , and area drains as showli and required. 01060 APPLICABLE CODES Applicable codes on materials and workmanship shall Conform to the Uniform Building Code applicable State and Federal Safety Graers . All references to codes , specifications and stanriards shall mean and are intended to be the latest edition , amendment and/or revision of such reference standard in effer#. ' -1- ' il � i � ii � � iii i � � i � � i � ii�i � � i ► iii i � iriili � liili i � ii � i i ; i iii iii iii i � ii � ii i iii il � i � s � � i � � i � � i iii i i i i i ii ` i iii iii il � !• � � i � i i �{ � i � i � � i � i � i � i � i iii � � i � i � :, ;,_�,— - ., i . l l I I I ( I i_..• ' h . .! - I � E I f I � : � . NOTE : IF THIS MICROFILMED 1 4 10 1 1 •i DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO _ THE QUALITY OF THE ORIGINAL E R r ' Q DRAWING1990JUN 26„ Illi llll IIII llil IIII fill Ilii IIII IIII l�il IIII IIII IIII IIII IIII IIII illi III! �Iil Illilllll IIII IIII Ilii Ilil�,, ,�,,I III! IIII IIII lel III Iffil � III 1�I IIII IIII llll IIII IIII illi illl Till IIII Illl Illi illi Illlllill IIII IIII Ili) IIII,IIII III. IIII IIII 111 Lill IIII . mow M • 01400 TESTING LABORATORY SERVICES Owner will employ and pay for services of independent testing laboratory, working under direction of A/E , to perform concrete test . Contractor shall cooperate and furnish tools , materials and assistance . 01600 MATERIAL AND EQUIPMENT It is the contractor ' s responsibility to be certain that all equipment, products , and mater i .-,, 1 s selected by him, or for him by his subcontractors or materials suppliers , conform to requirements of the Drawings and Specifications . Approval of manufacturer does not relieve contractor of responsibility for providing materials and equipment which comply with Contract Documents . 'qualifications of Manuf; cturer : Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacturer of similar items , with a history of successful production acceptable to A/E. Q,.jal if icat ions of Installers : Use adequate numbers of skilled workmen who are tkoroughly trained and experienced in the necessary crafts and whc are completely familiar with the specified requirements and the methods needed for proper ;performance of the work . Delivery, Storage and Handl inc, : Deliver the work to the job site in such quantities and at such times to assure the continuity of the installation . Store units at the job site in a manner to prevent physical damage , and in a manner to keep all markings visible . Protection : Use all means necessary to protect the materials before , during and after -installation and to protect the work and materials of all other trades . Manufactured articles , materials , and equ ip,,lent shall be applied , installed , can netted, erected, used , cleaned ,, and cord ; t' �?ned as d i rected by the respective manufacturers , unless otherwise specified. s R 01700 PROJECT CLOSEOUT Project Cleanup: Upon completion of the work , remove temporary buildings and structures , fences , scaffolding, surplus materials and rubbish of egery kind from the site of the work . Before acceptance, leave the building , interior finishes , glass , floors and ceilings broom clean . Certificate of Occupancy: Subsequent to final inspection from agency having jurisdiction , accomplish necessary corrections and obtain , arrange, and pay for Cey ' " icate of Occupancy. ' -2- �1M 'i M`... . .A.f.•`Y' r 1'.. ':::i.r rii,-r. .o �^ .,.- "!:^`�ry r . u� .. � � �i ,... r ', •� ,�*I fY b^' '....i rY 'M1',,.. ��i�i.l;:v � - ' '' �', •r�"'- a � NOTE . IF THIS MICROFILMED, 110 I I I I I1I1I 1 I 1 I1l ,DRAW I NG IS LESS CLEAR THAN - - - - - ---- - -- - THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL -- -' DRAW�iNG. S Z 8Z L Z Z yZ Z Z Z IZ Z 6i Y LT i 91 1 I IIIlllll11111111IIIIIIII�IIiIIIIIIIIIIIIII�I i I I - 1��1 � il. IIIIIIIIIlIiI i IIII IIIIIIilllilllll�l..l IIII IIIIIIiI��, .�,illllllllll Illl ,ul �fll �fit'I � I��iillllli�lllil ill IIII IIII IIII Ilii Illllillllll IIII IiIIIIIIIillllil Iillilllllillllllllll�IIJiIiI fill IIII , %.1 «:..... �.,�.r.,r ._.w►...a..j !M']tiM,y' = - �. _ .. - �., /L �.a...a..._....... �R _ s- peration and Maintenance Manuals : Furnish three ( 3 ) complete sets of manuals F containing the manufacturer ' s ' instructions for maintenance and operation of each item of equipment and apparatus furnished under the Contract and any additional data specifically required under the various sections of the Specifications . Arrange the manuals in proper order , indexed and suitably bound. Certify by endorsement thereon that each of the manuals is complete and accurate . Assemble these manuals for all Divisions of the Work , review them for completeness , and submit them to the A/E • Provide suitable transfer cases and deliver the manuals therein , indexed and marked for each Division of the Work . Project Record Documents : As job progresses , Contractor , Mechanical , and Electrical Subcontractors for their work shall keep at project site an a accurately marked job set of Contract Documents showing all changes and deviations from original drawings . These shall be available to A/E. • Accurate measurements of all underground services and utilities references to the building shall also be kept . These records of buried utilities should note changes of directions and location by dimensions and elevations , as the utilities are actuall ,Y installed. (Note : Above requirements shall not be construed as authorization to make changes in work or layout withOLit definite instructions in each case . ) Upon completion of project and before final payment contractor shall transfer all changes and deviations indicated on the project set to a new set Of sEpia transparencies . After incorporating information , contractor shall then forward o A/E the complete new set of Contract Documents covering all work including his changes under this contrac"L- , showing all above information , changes and deviations from the original drawings . 05400 LIGHT GAUGE METAL FRAMING G t Design of framing members shall comply with AISI Cold Formed Steel Design i Manual . Provide 31 25 gauge punched C studs with stiffened flange unless noted otherwise. Steel framing members : Comply with ASTM C-645 "Nonload (Axial ) " 3Qaring Steel Studs , Runrers (Track ) and Rigid Furring Channels for Screw Application of Gypsum Board " . Installation of framing : Comply with ASTM C- 754 " Installation of Framing Members to Receive Screw Attached Gypsum Wallboard , Backing Board or Wac�r Resistant Backing Board" . Materials : Comply with ASTM A 446-72, Grade C (minimum yield strength 33 ks i ) galvan i zed in accordance with ASTM A525 1 i ht commercial quality• 1 . Powder Driven Anchors : Omark V shank H95 , Part #47095 . -3- i � � � � � i,�,i iii � � li � i i �� iii i � ifi � i iii iii i � i � i � ,.:�-:�.�.--•-- :. ,. ., NOI I I I I l_ - •I - I - � F I f TE . IF THIS MICROFILMED 1 2 � 4 5 �l - _ �` J lU � 1 1 DRAWING IS LESS CLEAR THAN - --- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL h ,. j E Z t iDRAWING. L JUN 26 19 9 � Illllllilillllll IIII Illillil IIIlilllllll IIIIIIII IIIA IIII IIII I.II illi IIII illlllll III! IIII IIlIIIII �III�,, ,,,��llllllllll,illl IUI �IIIII�I �I ��� itltllllilll IIII IIII i,ll IIII IIII Illi IIII Ili, lill IIII Ililllll IIII1111IIIIIIIIIIiIIIIIIIIIiilllllll IIII IIII ` I I ... ,..., _ , � �' �� a .... . $ _.._ .....:"�"'� �IS '§,f• 110111 .. 06410 CABINET WORK Provide cabinet work of standard manufacturers in locations as indicated with all trims required to affect a neat and complete installation . Provide separate tops for all base cabinets of 1/16 inch plastic laminate in solid colors over particle board substrate . Cabinets type #800 Oak Harbor Collection as manufactured by DeWils Industries , Vancouver , Washington , or approved substitution . Submit shop drawings for A/E review. r 07200 INS)ULATION 3V' faced batt or blanket . Characteristics of vapor barrier or facing material flame spread maximum 25 , smoke density not to exceed 450. Installation of Insulation : Provide insulation in widths as required for tight fit between framing members . Fully insulate the indicated areas , including all small areas between closely fitting members . Do all end matching neatly and with all ends joined or overlapped. Fail face to interior of building . Cut and fit insulating Batts around pipes , conduits , and outlet boxes as necessary to maintain the integrity of the building. Tape ruptured vapor barrier using adhesive tape recommended by manufacturer . Longitudinal joints or splices within individual framing space prohibited. 08100 HOLLOW METAL DOORS AND FRAMES Frames in accordance with Standard Steel Door Institute ( S. D. I . ) recommendations . S. D. I . 100-78. Frames , Interior : Provide knocked down split type adjustable 18 gauge cold rolled steel frame with manufacturers standard baked on pr of in ish . r Acceptable Manufacturers for drywall frames Empac , Timely, Redi -Frame. Submit shop drawings for A/E ' s review. 08210 WOOD DOORS Quality standards of the Architectural Woodwork Institute (AWI ) are, by reference , part of this spec if icat ion . References to premium custom or economy grade are determined in the latest edition of the AWI Qual i ty Standards. Provide custom grade plain-sawn birch doors with matching vertical edges . Doors shal l be solid core, factory pref in fished and premachined ; Type II adhesive. -4- 1 MON i wil NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z 8 Z L Z Z 4 Z Z Z Z T Z Z I L� T I i I T I I I 6 $ �L 9 DRAW I PSG. I IIII lfll IIII IIII IIII IIII IIII ILII IIII III) IIII IIII IIII till IIII lill IIII IIII IIII IIII IIIIIIIII11161 li IIII iffl��,"�!�,Iillill IIII IIII lul ill IIN � IIII Iff'1 IIII IIII IIII sill lilt II!I IIII Illi Illi IIII IIU(IIII IIII IIII IIII II I I tlil Il Il if II II IIII Illi IIII IIII IIII I I ,, JUNE26i ) 1990 Nil wow 4p A IL AFF 1 Provide UL labeled doors in locations indicated in schedule . Acceptable manufacturers for wood doors : Weyerhaeuser , Simpson , Calwood , Vancouver Door . Submit shop drawings for review by A/E . Trim all wood doors as necessary to provide a uniform clearance of between 1/8 inch and 3/16 inch at jamb and head and a uniform clearance of the threshold of floor to properly clear the floor covering described on the finish schedule by not to exceed .118 of an inch. Test and adjust all doors� oo s for proper operation . i 1 f B Iiy F y{ b A G 4 ji a �a fi 3 5 i i i i • -5- r. i. '�• 5' I ,�yr.{'..... , ..__• • -. ,.�. _, 'r. -. ;.H .�..I._... .' yam: k � . 4 iii iii iii � � � iii i � � � � i � fi� � � i i � � � � o �� i iii i � � iii iii iii iii iii Ali iii iii i � � i i iii iii iii iii iii iii iii i i i � i i iii iii i�,il � � i •i � lili � �{ � � � i � i � i � i i � i � i i i i i U i NU IF THIS MICROFILMEDIL w DRAWING IS LESS CLEAR THAN --- -- --- - - ----- -- -- -- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGIN4L g � TL-�9 Q � � �.T „ �, r �- • ��-.-�....:•.. . DRAWING. l i i . Illi fill llli�lill�llll IIIIIIIi�lill IIIIlIIIIIIIIiIIi IIIII�II IIII Iliillll ilii IIIIIII� Till illi IIII IIIIIIID,, ,J,(1 �Ilililll �iil IUI �IIIII�I � �IIIf�i� IIIIILII IIII fi11111I IIII ilii IIII Illi►I111Ill� IIII1111 Tilllli� 1111I�IIIIi� lli� ll�lILIIIIIIiIIi IIII illi ���� 01 { ) Ih '1M t �..,....,..._._..JUNE 26 - .yam �• _.,. .. .... __--'__-•mow° ... - _.-.._ .�. - .........__..... �..�.�._ ...._..�....�..... DOOR FINIS'i -)CHEDULL a a r� a a H U] E!) H Q � Q w G.. H I v Oki E-+ \�- � O � r _ x z W o 0 I=oil lop NOTE : IF THIS MICROFILMED 1 � ,3" 5 :1 10 � DRAWING IS LESS CLEAR THAN - - - - --- -- --- ------ - --THIS NOTICE, IT LS DUE TO _ THE QUALITY OF THE ORIGINAL £ Z �Z LZ 8Z 4Z �' Z Z � Z IZ Z 6I gI LT I SY T SI I I I I � 6 - � L 9 9 i E Z T ,. �. • DRAWING. I "II' SII II Illl Ulllll. IIII IIII I � � 1990 III 1111III) IIIIIIIIIIIi (IIIIIIIIIIIII►IIIIIiIIIIIIIILIIIIIIILIIIIIIIill,llllllll.., ,�,IIIIIIIIIIIIII �u,�tlllilfil biJllllf`1iIIIlillil�IIIIIIIIIIIIil�lilllliilllllliilllillll►Illi illillll1111IIII (iIIIII II IIIIIllliliilll I Illi II %! 01 T' 09000 1 FINISH SCHEDULE F- 07**4lV4r xxxx xx NNINXXXXX ><I> xxx_ X, xx ch n � W Wy $ H - - --- M - - - -x 17 uJ 113 J � 9IL d FQQ 'oN woox 0 p 09000- e — Vtr- , i � ii�izti � i = . NOTE : iF THIS MICROFILMED � I 11 I I I ?,r I I I J I I 14 I � � 5 I I I V / I I � E ;l{ I � 1b I I 11 I � 1 "Aw'. � ! DRAWING IS LESS CLEAR THAN � - �� —�— �-- --1---- - ----- � THIS NOTICE, IT IS DUE TO THE QUALITY OF 7}IE ORIGINAL 03 DRDRAWING. ILII �I�IIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II111)'1"1 i II1III1II IlIIII4Ittl I IlIlfl ii1����� ��I�il'i �IIIIIIIIIIIIIIIIII IIIIIIIII III�I����I►���I�►�► �►�� ���� �►►�I►���I����I���� ����1���� ►���I���� ►���I���������r�►� 1990 06710 FINISH HARDWARE Provide all architectural hardware as specified . This specification is not to b.,., construed as quantitative nor complete in every detail . It is the suppliers responsibility to furnish all items classified as architectural hardware and necessZry to complete the construction as shown on the drawings . Where doors require a UL label for fire rating , all hardware applied to that door shall comply with that rating. Doors installed for smoke protection shall receive hardware as recommended by the NFPA or as approved by Underwriters Laboratory. Submit three copies of Finish Hardware Schedule for A/E review. Provide hardware in US 10 (Satin Bronze Finish ) of the following manufacturers : Hinges Lawrence, Stanley, McKinney Locksets/Latchsets Schlage , Plymouth A Series Closers LCN , Norton , Reading Pushplates Stainless Steel , Builders Brassworks Pulls Stainless Steel , Builders Brassworks Stops Ives Kickplates Builders Brassworks , Cipco Install all finish hardware ;n accordance with manufacturer ' s recommendations in standard location . Coordinate keys and keying with lessee prior to ordering hardware. Provide two keys per lock . HARDWARE GROUPS QUANTITY ITEM MANUFACTURER SIZE/MODEL # Group 1 (Doors 102A, 105A, 106A9 107A ) 1i pair butts Stanley FBB179 41x4i 1 1atchset Schl age Plymouth ATOS + 1 wall stop Ives 4071 B26D -6- 6 Ad I I I II II II I �I II III III' I' I III � I � I III II III III III I Dill III 1 1 1 1 1 1 1 ill l i l l l l 1 ' I I I I I I I I I I III l.�tl I I ,. IIII I IIS III I I III 1 1 1 1 1 1 1 �. -. ��'- I I I NOTE : I THIS MICROFILMED 1 - _ 2 4 � I 10 1 1 1 , � DRAWING IS LESS CLEAR THAN -- -- -- - ---- _ ----�� ` THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. IIII £llll IIII IIII IIII ILII IIII IIII Ilillllll till IIII III) IIII Illi IIII IIII 4111 IIIIIIIIIIIIIII! IIIIIIIIIIII..;"-I;1,11 IIII IIII IIII lul IIII ill �d il1ISI IIII _ l _ _ .____ 6 IIII til �. ►III IIII IIII IIII 111( 1!111111 III! IIII IIII Illi 11111111 IIII IIII IIII Illi IIII IIII 1111 IIII IIII f� �` .. _-.. _ ...___......._ ..„...0 ". -�,.,.�+i._�_ ,,,r...,, _...._..ic►;..'ww...1 r. .%,r + _ ..- .- � . ...... ...'�. ... __ j - - � ���----__ .. _... -..... a � "'.`Jasper".� .. _...- .- , � . ......_..._.........._.. � ._ �,,,_ `�nw�,+,na+1� QUANTITY ITEM MANUFACTURER SIZE/MODEL# Group 2 (Doors 103A, 104A ) 11 pair butts Stanley FBB179 41x4f 1 push plate BBW 47 31" x 15 " 1 pull plate BBW 69N 31 " x 15 " 1 wall stop Ives 4071 B26D 2 kick plates BBW 37 8" x 34" 1 closer LCN 4110 09250 GYPSUM BOARD Gypsum Wallboard : Comply with ASTM C-36. Provide gypsum wallboard in maximum length to minimize butt joints . 5/8" thick in all locations with tapered edges . Provide 5/8" water resistant gypsum board in toilet room walls . Install gypsum beard in accordance with ASTM C-840. Provide metal corner bead at interior and exterior corners and metal edge bead wherever gypsum board abuts dissimilar materials . Provide light orange peel texture on all gypsum board surfaces . 09540 CEILING SUSPENSICN SYSTEMS Ceiling : Provide 2 x 4 T-bar type ceiling with all components and mechanical fastencrs for complete installation . Suspension system shall comply with ASTM C-635 , "Metal Suspension Systems for # Acousticil 'tile and Lay- in Panel Ceiling" . Suspended grid as fc l lows : Cold rolled steel main tees 1P deep with 15/16 " exposes' flange. Cross tees 1i" with extended web or positive interlock . Wall moldings 1j" deep angle, 1 " exposed face . Fasten with screws at 32 " on center . Cross runner span 48" on center . Finish : Low sheen , white satin baked enamel . Mineral Fiber Lay- In Panels : Fissured texture to be approved by A/E . Finish : Washable white factory painted. Size 2 ' x 41 , thickness 5/8" , NRC range . 5 to . 6, light ref1ectance LR-1 , flame spread 0 to class 1 per TMA tunnel test . Install ceiling suspension in accordance with ASTM C-636 " Installation of Metal Ceiling Suspension Systems for Acoustical "Tile and Lay- In Panels " . -7- x +MeFµ: , ";lid '•' -'*moi• ,..,,qr. � ` '" a w W 1 �"t` 1w omaki .,... ._ i lsll' il!1111fJpliII NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN --- THIS NOTICE. IT IS DUE TO THE fVALITY OF THE ORIGINAL S Z L + 8Z L Z Z 4Z Z Z � Z i IG Z 6I T T . I ST i £ T T I T T � 6 � L 9 4 f E Z T ,��,,� DRAW I IVG. Iilllllllillllllllillllilllillllllllllllilllllllllllllilllllllillllillll�llill,Iilllllllllllll{I� Ilfl��; ,),illlllllillllllllllll, ll�l Illl�n,llllllilllll�IIIIIIIillll Iillililllllllllllll�llllillillllflllll{illIIIIIIIIillllllll� llll�l{iflllllllll 1990 JUNE 261 1 • Inv ...... R ( Provide seismic restraint in accordance with Uniform Building Code Standard #47-1 . 09680 CARPET Prov i de 26 ounce l evel l oop tuf ted th i rd generat i on nyl of i car�tet. 11, ng for d i re�:t glue-down application . Provide miscellaneous reducer strips , carpet tape, etc. for complete installation . Rubber base : 4" straight rubber base in continuous rolls , Flexco, Roppe or approved . Color shall be as selected by Al' �. 09650 RESILIENT FLOORING Resit fent Flooring : Provide resilient flooring materials in location: indicated in schedules . Sheet vinyl Seagate vinyl Corlon as manufactured by Armstrong or approved substitution . Rubber base : 6" cove type rubber in x continuous rolls or approved substitution . Color shall be selected by A/E . 09900 PAINT All work shall be in accordance with pertinent recommendations of the painting specification manual for the Pacific Nor0west as published by the Painting and Decorating Contractors of America. Provide a sample of each paint type and color on an 8j" x 11 " cardboard surface for review by A/E . Manufacturers acceptable for paint : ah--;win-Williams , Miller , Rodda. Apply all paints in strict accordance with manufacturer ' s can label regarding coverage , thinning and drying times . Wnere surfaces require more than one coat of paint , provide all coats by single manufacturer . Provide the fallowing paint systems on the following surfaces : Gypsum wallboard , cine coat gypsum board sealer/primer , two coats interior latex paint . Epoxy coatings on walls in the toilet rooms . One coat gypsum board sealer/primer , two coats two component acrylic epoxy co, ,t ing system. p -8- � I � NOTE : I F THIS MICROFILMED Ill`l!ljllIlIlI ll{I {III III I11(11I 11I1I{ I IlI111112 lI i (Z{IIII Z{I IIII III 4II( ZI({I II! I(II II IZI1III Ii 1�{II I ZIIII I� �I IiIIIIZiIII lI� IIl_I TIlIZ llI l�lI llI l(-ZlI lIl!I I�I1sI-I III-i(il1_Ill'IlIl>!>, -1_-t_iI t�.(,L�l(-Il�i►( II IIIII lI iI l1IlSlI (j-� �_(I lllIli'II I 1I1.IlI 1 ItI�itI lLlI llI_IlT l(,�I llI l�(l�lII tl(l-lI lI�llli"lI_�lIl'lI_l It I1�1 fi_l11 il� 1,li10 DRAWING IS LESS CLEAR THAN THIS NOTICE ,, T IS DUE TOi1 THE QUALIY OF 9 DRAWING. illliQlll{►�,I lII(1I11�11'1I1l1l1�11li"11 1111!1 )I JUN 26 ) 1990 IIIII IZI(IIIIIIII IIIIII ITII{I1,�) { " , � � •r�' f 4t r K I ,. TI .-.. ....... .._ .., _. ,.�..-,�. ...... • t i Wood doors , correct surface blemishes as required , apply one coat of sanding sealer , one caot of glass varnish and one coat of interior varnish. Sand lightly between cuts . 15010 MECHANICAL By separate permit . It is the General Contractor ' s responsibility to insure that all electrical connections or mechanical systems are provided by electrical subcontractor . Codes : Make installation of all items in complete accordance with all codes or regulations set forth by state and local authorities . In case drawings or specifications conflict with code requirements , the code governs . However , the specifications are to be considered as minimum. HVAC contractor shall submit drawings showing unit heater locations , roof mounted units , duct work , thermostat locations , etc. , plus fixture manufacturers and catalog numbers and cuts Submittals shall be approved by A/E prior to start of work . Guarantee replacement , at no cost to Owner , of all faulty materials and workmanship and pay for any damage to other work resulting therefrom. Period of guarantee to extend one year from date of acceptance of installation by owner . Owner , or his representative will give notice of observed defects with reasonable promptness . Make one complete set of " as installed" drawings and return to the A/E . Keep " as installed" drawings c lean , undamaged and up to date as work progresses . Accurate indicate dE!pth of all buried piping and location of cleanouts . Locate all buried or concealed piping by actual dimensions from walls , centerlines , etc . If " as in -jtal l ed" drawings are not correct , mechanical subcontractor is responsible for costs of future "prospecting" for lines not installed as shown . The location of all Lail ; ties indicated o^ the plans is taken from the existing public records . The exact location and elevation of all public utilities must be determined by thE, contractor . It shall be the duty of the contractor to ascertain whether any additional facilities other than those shown on the plan may be present . Call to the attention of the A/E any error , conflict or discrepancy in plans and/or specifications . Do not proceed with any questionable items or work until clarification of same has been made . Supplementary details and plans may be supplied as required and they will become. a part of the contract documents . _9_ - .._ ++' ' • � _ 1A:�. •.+" ��. . �' .. • ". `Y M. a i � � �.-..yyiY3rA �j;77k.:::t : W ` i l l f i I I i l l l �` j i I I . NOTE : IF THIS MICROFILMED _ _� ..__ 1U DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE 1•0 -- -- THE QUALITY OF THE ORIGI DRAWING NAL g Z 8 Z L Z Z '� Z Z E Z Z I Z Z 6 I T L ' ' I I l 1111 Illi lill Illl Ilff�;;" �1,ilillll Illi IIII IUI Ill IIII � al�� I� IIII IIII Illi IIII IIII IIII lili IIII Illi IIII IIII IIU IIII Iill IIII 1111 IIII Ilil IIII 1111 IIII 1111 IIII IIII Ill , Ifllll(IIIIIIIII {III Illllilllllllllllllllll Ililllll IIII IIIliiIilllf IIII�IIII I I Ilt - 15500 FIRE PROTECTION Provide 100% fire sprinklering per NFFA pamphlet #13 ( latest edition ) . By separate permit from Fire Marshal having jurisd ' ction . Spr i nk 1 er heads riot to occur at gr i d 1 i nes . Al i gn head symmetr i c al about gr i d lines to accommodate future ten ant separation walls at grid lines . 100% sprinklering to be maintained. Contractor qualifications : Contractor for the fire protection installation shall be regularly engaged in the installation of automatic fire sprinkler systems , and employ workmen experience and skilled in this trade. Governing Agency: All work in accordance with , an to be accepted by, the Insilrances Services Office of Oregon, and Fire Marshal , Washington County, hereafter referred to as the governing agency, and designed to comply with the latest issue of NFPA Pamphlet 13. 15400 PLUMBING All plumbing shall be done under permit obtained separately from this permit . All storm and sanitary sewer connections and work shall conform to all applicable codes with appropriate inspections . All potable water shall be adequately protected from sources of contamination . Utility Connections : Plumbing subcontractor is responsible for all plumbing utility connections complete ; contact local serving utilities to determine conditions involved and make or arrange to have connections made at the proper time. Water Service : Verify existing water l inP size and location . Check water pressure before starting work . Waste : Connect to or arrange for connection to available sewer . Verify depth , size and location before starting work . Raindrain : Discharge to available drainage as indicated on drawings . Verify depth , size and location before starting work . r WT lb • -10- ;. ill � l �• Ali ililili il � � l ' � i Ali ill Ali � i ill ill ill ' l � ill ill iii ' l � Ali Ali ill i i ile il � ill ill ► l � � l � ill i i i i i � iii ill iii iii il,� lili il� � l ' � lilili ill � l ' ilJAI; '� -• }� � NOTE : JF THIS MICROFILMED � �i � _ _ � _ 10 • j DRAWJNG IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO �IlllElllllliZll IlII III! IIZ4Z IIIZ1111Z1111Z�11IZII IlZII II I I II I IIII.., ,�,I! IIII IIU1111 9THE QUALITY OF THE ORIGINAL DRAWING. L I lllII 111 )iiII1111 II11111111 11 1111 1111 jll 11 Jill I IIIIII IIII � IIIIIi IIli11IIIIJill r �.- - 4 r 16010 ELECTRICAL. Electrical contractor shall sub,-nit drawings showing electrical wiring diagram, service panel , lighting layout , and catalog cuts of all fixtures for A/E ' s approval prior to start of work . It is the General Contractor ' s responsibility to insure that all connections and conductors for mechanical systems are provided by electrical subcontractor . Work Included : The work to be performed includes furnishing and design , all labor , materials , equipment and services necessary to construct and install the complete electrical system as indicated . Codes : Make installation of all items in complete accordance with all codes or regu 1 at i ons set forth by State and 1 oval authorities . In case drawings or specifications conflict with code requirements , the code governs . However , the specifications are to be considered as minimum . Obtain and pay for all permits , licenses and taxes applicable to this work as required by law. Guarantee replacement , at no cosi, to owner , of all faulty materials and workmanship and pay for any damage to other work resulting therefrom, period of guarantee to extent one year from date of acceptance of installation by owner . Owner , or his representative will give notice of observed defects with reasonable promptness . Lama replacement from burn out to be 90 days after final acceptance. Ballasts shall be guaranteed against noise and defects with repl acement up to twel ve ( 12 ) months after f in al acceptance . 16740 TELEPHONE Coordinate installation of telephone service with local utility. Provide all required conduit and service board for complete installation . Wiring by utility. t -11- i�Ii � � i � i.I•� iiLl I uli ��-I iI �i�ii i �i�.i�.�I �i�i��i ii-i i��i�i� 1�141 141 [ i Ei�i.I_Ii _ii-i_I_IIiIil _1_O I1 11 l1 llI i�y i1i�1i1i iiiZii _i•i ipI 1,l�i, ll NOTE : IF THIS MICROFILMED' 2 DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. S 4 LiII I�� ���� 6ll IlII8IIIiIt L I IllllylllllQ�l II Illl111 I �l Ilill Ilil11 IIIIIII IIII1116111111111"11 JillIIlsY, ,1, 1lIIlil JUN 26 1990 2 �111M, .0 vow J� _ P . ..•::� �: ,. � . TiIIIIIIIIIIiIIIIIIIIIIIIiIiI llll illl _�-4 �:. � . p 1r, w-s:• Y Lew-- I AbT I&, c: C:) F — EA IST 6 G! 1.to - L.-All h'1 nor �•.�f� tL C�� � t�. TO ct., C. P -L�.� IJ O C�YP�S:�1 '70 P T�,AC.-K. 70 ^L4,.I �a� CP H FC) F- F.-oc SIDS vrr �7 1 N I�, P •P L E-G► 1-0 P TiZA� TIM E;-- 'TO P5 O -10 M .D P i G c I L. I N C.� �'T"` car' I G.... + MTL . c>� � tet.'-O''c,r., 0 �oTrl 10 E./7. PAs.1T �-j �- 70 STU D15 w/T-TI,p� •� I -h 1 eve.R E. W 5 a b O. E,GCS E. ra Pow p�l o W > -- O d D T �D NA.,k4T' E F,d g W �. L L two NSTAL�• 6'--( P t4p:) REVISED 0 t-j vP1 C-1 A, h.l 7 T t. 10 f:1 1� A SENTROL INCORPORATED I . D . S . DRAWN _ J, C-0 MACKENZIE/SAITO & ASSOCIATES, P.C., OREGON 21 116145 r-p DATE Li 0690 SW BANCAOM STREET PORTLAND, OREGON 9-720, (503) 224.9570 I e ,y I . � I i ! I ! i I I I I I I� - •I • I . �I E I � I IIII . _ � .I NOTE , IF THIS MICROFILMED i 11 1 4 D�ZAWING IS LESS CLEAR THAN - _ _�-.__.� _. _ _.�____ _ ._ _.___._ _ THIS NOTICE , IT IS DUE TO _ THE QUALITY OF THE ORIGINAL � Z 8 Z� L Z � Z 4 Z Z Z Z I Z Z 6 I I S G T11E 10t `i i S I t E I I T I I 6 8 L � 9 V Q �► $ Z t ,� ,� DRAWING. 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DRAWN •.� (� n MACKENZIE/SAITO & ASSOCIATES, P.C.. OREGON I DATE I �. 06�' SW BANCROFT STREET POPTIAND, OREGON 97201 (503) 224-9,570 JOB N0. 3! { I III � j � � � i i � � � j � Oji � � � j � , � � Oji r�jl ijI III III III Iji iji III Ij � III ijI I � Ij � � Il � iji , jl iji III iji i i I i i i iii iii i�� iji i. j� l , ji Ij � ijI Ijijl � I IjI � j � IiIII � .. , ��-�,__•��ww�w,�il •�~µ p �._ �, f I I I I i I111 , 14 ._ . . . .lr T3 � i NOTE . IF THIS MICROFILMED � � � IO 11 1 DRAWING IS LE S CLEAR "THAN �""�" - --- -- - - --- -- -- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 9 Y Z 8 Z L Z Z 4 Z Z Z � Z T Z Z 6 T I L 1 I � T � E T I � I i � 6 III � � ��I 4 I � � •• � . Illllllllllil llllllllllil illlllllllll 1111 illl 1111 1111 1111 IIIIIIII IIII IIIIIIIIIIiI IiII IIIIIIIIIIIII.., :)�,III.III illlilll lul ill l,�! � ��� Ir'i��illlilil 1111 1111 illl illi III IIII illlllllllll IIII IIIc 1111 llllllll llillill II 1111i1t Ilii . 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OREGON 97201 (503) 224.9610 JOB NO. 2�'' •Q 4A4 41� y� III III III III � � � III III Illlljllllllillll I il1lillll III II IIIII llliI l�l2ll llllIlI lIllIIIlIlI, IIlIiIi i(!I'III I IIIIIIIMI�II NOTE : IF THIS MICROFILMED' IIIII IIIIlII IlIIIIIII.IlI III IIIIII IIIlI illIiIli! lI lIllI�I,, iII,)I,fIlIiIllI i II_llIi I 1I 1i111I u1I �IlI ll�yIlll�ll�III��I1�I.I�IIII1I�1?I IIl-Ii.lI l(lIli I III I-II-IIlii�Ii_iIlli I_Il~lI i IIII IiIll�11I11���I_l�lJiII Il�l!11I'1L1�1I11I 1f!1 1 19_111l1 l© DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO QUALITY OF THE ORIGINAL DRfWIrG, E Z Z Z 11161 8 1I 1I1119I1I1I1I11!11I I 1111I11I 11I1I 11I11I 11I 11I 1Z1I iIi1I 1I 111I ITfiI 11,lI.I III,�II },. -is, ,�„•� - . Y aI + • J UN 26 7 ) 1990 ML 1 T 1w . 4:7T.LJ D 4.; C Z'•C��O. G, 3 18Ua. T`rf' E.� r. � . : G 2 •� i , . " E C W. G To i Lt," w/T-fPLO 1 {`IS)CKL.wf� b' o.G. L PA. �j E L _ i G IrJT�Ri C� F..SU P'PoF..T�,. g t>o TT c rol T C k F To C0 N Co . 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Vii-' Ir /LL EK I•�'I i/�><vc,EK 1a'-a', T/ �_1'.__. _ — — SER_ �_ /�LrX+EW 1� 3 D ) '• a- \J NI xlAdo 0 0� � � �) �• SIS) ,., -- A' I r Ifrj 7 +� A ! : ;�. �� � '(/LEt�lER�1_-7� 1/LEDIG��K I�I'•3" II -J 1 V L' I"l , 1.�Nut 1g1'-6+ 1/� � 18'•6" �6�"G�GF Iol'•311 1/L,�P ER zo 0'' T/LEDGCK I�L6_"� - r ?Ni++' -_ y_ \/ ./ -7 - SIG !A 74 1 I { { y f • 1 , 15' -JI 2, p.1 2Q 11 1 a & ill-oilII ' � CHECKS �� , J �F7 • FOUNDATION / R'00F FRAMING FLAN !, ►., : ____-_._-.-- - ------ _ Primed JUL 2 61984 ♦��� OOTINC SC �-IEDIJLE 10. SIMPSONSA36ATPURLIN70PURLINATGLU-LAMS TYPIC .. �.,. KEYNOTES ttrlCOf�P4RATE0 'tt`,'G?' ''• ,,• �,••'_ MAA IEIM(>1TN WIDTH DE/TN REINF011CINQ . 11 . SMOKE vEr1T j, d ��� �w) �AIWO 1 . BUILT-UP ROOFING 12 . CENTERLINE OF COLUMN AT GRID LINE s, 2. PLYWOOD NAILED 8n AT 6" AT EDGES , 12" ON CENTER AT FIELD. NAIL (2 ) ROWS 13. EDGE OF PANEL ¢ , - "mm 14 . TOP PLATE 4x6 (PRESSURE TREATED) WITH 314" DIAMETER lI 1Q" ANCIi0F1 BOLT. •+••.o+w►•.I..mlle.+M „_,� AT 8n AT 14 ON CENTER AT GLU-LAMS 8 IN FROM WALL < 1'�(F? ) . A , A= ,� ' • ' , ; -o J - - 3. 2x4 SUBPURLINS AT 26" ON CENTER AT V-0" ON CENTER � a b . 4x14 DOUGLAS FIR #1 PURLINS AT 8' ON CENTER AT 10 ' BAYS. 4x16 DOUGLAS 15. 4x6 (PRESSURE TREATED) LEDGER WITH 3/4" 61AWTEP ANCHOR BOLTS AT bl'' FIR N1 PURLINS AT 8' ON CENTER AT .r �' �;,. z •. - �-_ --- �� 2� � BAYS. O" ON CENTER . 5 . 4 CONCRETE SLAB UNREINFORCED 16. DOWNSPOUT r, --- 6. CURTAIN BOARD 17. 2 ' -6"x2 '-6" ROOF HATCH �,� ,; _ �•'�N I 3 -U -O S GD!`j-f, ++ 4 �, _� �: 7. ALUMINUM WINDOW SYSTEM WITH INSULATED GLASS 18. 4x16 41 DOUGLAS FIR (PRESSURE TREATED) LEDGER. SEE DETAIL. is M*+ o 8. 5" DIAMETER PIPE COLUMN . ' ,J,_�t.�._ J �. - ����. ; ' - • � (,/!/ I-,� _--._ _ X11 I •. \ 1% I.` .. ` . y H' � j L 9. _ SIMPSON HC 7-7 WITH ST6236 EACH SIDE ��� �1 �a: :t --•� lt?,h ,,;., .. ., j --_ '._-----•- - — r.,a�Y Il.+rari4`.•i.,. ir `J'- — 't r-s,. y,,,, ,1:. .. ....:F - •-: , •ai =- _ � , , • ) X41: ma c k i • ' 111{111 Illlllil! 1 {1111 111111 !111111 ' 11111 ! 1! � l{ I1 11{11! 1 II!Illi ! lilill 11 ! 111 11111 ! 11 ; 1 � I1 i � ll_III {! {li ! I hill i i i a'"- LMEDh J_ I 1L-- I 21�I— I_--- I I - ' 7 I I �J T' 10 I 11 11 --1- - --- �. - — ---L I -- ------ NOTE : I F THIS M 1010E I DRAWiNu IS LESS CLEAR THAN THAN r THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL -- -- --- ---- -T - - - - - --T-- — - - -- ----1- --r— DRAWING, E Z 8Z LZ Z ffI11111111 E[ FiII11111 IIIIIIIIiIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIrII{IiIIIIIII � �!I1i' I�I1I1 �� I IIIA1111 111 ,/, iiii I111�i IIIIIIti n I11111!Illi�!IIIi�i III111IIi iIi!I! i. I!!IrIII! !i!11111111111111IIIIIIIIIIII IIIIIIIIII IiIIIIIII I111�I . !�" ".� JUNE 19902 � � 1. y r _'-"VY4il 'W" _. «_ .. "rM•„ ..�_ +IiJj ".:JiG:.3tlY"A.♦ {n.,)• . .-cG:«-.tWli•rY r' 0 N r. z ` D 0 ob , 2, 3J 1-61r J Ca � Q © Q C7 CJ ` W 00 00. cc Z 'o N i D - - W ifTr W a. 17i W co o' O � EAST ELEVATION _ C, �' WZ � < t Q = m n dE IT ; oo r , 1 �-; ❑ Ul U I 5 S T cc Jj 2 _ - _ -- -- -- - _ Q d � NORTH ELEVATION 0 0 -- SOUTH ELEVATION �4c0 0 Z` < er 0 0 01 millr51 �(p� dol 7 �'S, 7 G; (� r� l ,- o �C,� � ,.�. - 0 (to o4 U � � L �� J L� ❑ ►?J IBJ L 1 U <o� L5� 1 L`p1 t.5i 8i ��� 4` 1�—Wcc 1z 6m 0 z 49 93 113 a C3 7 11L 1` Z Who �I ) G Y (J 8 WEST ELEVATION -- z > 0 l v IY tu i O � I4' 11 ' KEYNOTES , . 1 . CONCRETE PANELS PAINTED _ DATE l0 22 3. Al'UACCENTWPAIOT STRIPE WITH INSULATED GLASS DRAWN AY: UT , PAINTED TO MATCH BUILDING COLOR �'�" 4 SCUPPER AND DOWNSPOUT , ' 4' ------ - - — 0°x10° t. 5. 1 OVERHEAD DOOR PAINTED TO MATCH ACCENT COLOR h;yECKED 8Y: 6. 8°x8° OVERHEAD DOOR PAINTED TO MATCH ACCENT COLOR -- �A A i A ,a' �: 7. HOLLOW METAL PERSONNEL DOOR PAINTED TO MATCH ACCENT COLOR REVISIONS: � t0F.I2 ^ �8. DOCK BUMPERS Al 7/t- X84 �r�+�L 'Ni (:A - ! ~1 9. STEEL CORNER GUARD PAINTED T a f AI cD 0 MATCH BUILDING COLO. SEE DETAIL r 10. GLASS rv, AD, A ; ^� 11 . GUARDRAIL ' ` 12. 4" CONCRETE SLAB UNREINFiJRCED '" j 13. 5" DIAMETER PIPE COLUMN 14 . BUILT-UP ROOF THOMMArnM0AMT>N�r,or 15. GLU�LAM , ' WHO OMMMODu0I/. e�Aocca�rMno • AN0111ATIR, r.c AA V IN ANY A, IRCl/T 11TH THE - - �---- 16. PURLIN �fTM.. ..« °, - - 17. 2x4 SUBPURLIN AT 2'-0" 4-111T 1� RNEET 6" OF 3/4" 'MINUS t a, BUILDING SECTION 19. SIMPSON HI 7-� s,. ����r_. '�ik A-7-D oil Pri nted A� 3 JUL 20 61984 OF � INCORPORATED 6*15 11�'AMACKENZIE fNGINEERINQ J08 NO:wib -.1k B syn Aim.. _ - _ - 1 I_ 4 ► - �'�r� 8 9 1 b 11 l 1 ___1_ _ _ _____1__ NO IF THIS MICROFILMED DRAWING Tr IS LESS CLEAR THAW -"'-- �-- --- THIS NOTICE, IT IS DUE TO _ t 111E QUALITY OF THE ORIGINAL Z L LZ Z 4Z Z Z Z TZ Z 8T T GT I S T^ [ Zili, I I Il 8 8 L � ► S I ��Iiiillllllllllllllllllllllllllllll�,, .,�,DRAWING. � "�''ll illilllll lillliul llllllN W�I� ll lillllill IIII�IIII IIli�llll Illl1llli iiiiliili IIII�IIII IIII�IIII llillllil iiillili) illilllll iflililii IIII� �JUNE 1 X90 26 � I - - d• r n N o A O N W W cr �. Z O UJI r r to•' /.e'47 � At N < NA cy (�) �° x DCS FC�� Z w `� f �y. o D �_. �T�� � rG,►��1' w� - T -b �xL.a� � c ' j � Q •� = m m 01 f I T d C iC � ,�� �� �..___.-_- �.��;a N r✓��!_ t�e�/'\/ .__ -- -�.+� �,, /i' (��{� � ,� rEr�P. n� 6A�'�' �' `� '� / ,.� tom{ I � F • Re AL,. 7-6" r- FRONT • � �� W/ ! '� ► CJS U L A7�D � -- / I i j/ � `,��'- 15, Uzi w� Dw i owI 1.0 cc N i400 + & 4 oc t r 4`` x • � t• r` ' 1103 ✓'r,,, ,w s ,+ ,.u: i OR1C0l6 r , Off= p'.! - ATE .JULY ZZ,Ill DRAW."i BY: ._ CHECKED BY: REVISMS: f TMQ`� DIIAMII �F l� r.. MRO GR7Y or y k ►pit"r + 1{ f,q INItlAIN91 INCO PO G `� I fi �. • ANO ARG NOT TO •� N IDU[RO IN ANY AMC 1tC/I7 C: 1kyTi�f, jj rf.r t.� ION O/ K11. �µ h.1K.� itM. lrtf' y�y f i h.>, ITN TNf. M11177tNtNMIH SHRET jar .. ' .• Printed .4. ,15-11JUL 2 61984 of MACKENZIE ENGINEERING JOB NO., -- - - « , :r _ i � ili�i � lilili i�i +i i i� ili � i iiiI�iI-i i� ili� i hili i � � i i �i �ili� i�; lili+i1eiLi il�li � i ��i�il � ilili� i ilii .... .._ .. .•.�,,,,,�, ,� I 4 5 " "T I '"'1' 10 11 1 • NOTE. IF THIS MICROFILMED ' DRAWING S 1 t� IS LES., CLEAR THAN --- -- --- - -THIS NOTICE, IT IS DUE TO CRAWUTHE ALITYOFTHE ORIGINAL 8 Z 8Z LZ Z 4Z Z Z Z TL Z 81Gi __� i t_I._ �__--,T --- I^ tl—Ill i Il��lllli� l iui .iiiii Ilii I�IIIII��IIII►�i iiliiiill,u iiiililii iililiiii J UNE 26 1 9 9 0 r GENERAL NOTES CARPENTRY 1. I•he work under this contract is to include all labor, md,terials, transportations. 1. Codes and Standards: 5. Provide the following typical hardware at exterior hollow metal exit doors. G equipment, supervision and services necessary for and reasonably incidental to All lumber and plywood to be grade trademarked in accordance with one of the 1 closer �. w the completion of all construetion work in connection with the Drawings and following agencies: 1 exit lockset � u', Specifications. West Coast Lumber Inspection Bureau (WC1.16) "Standard Grading Rules for West 1 threshold �.." �- Cr 2. Coordination: Coast Lumber" C+ a. The Contractor shall verifyand confirm all dimensions and conditions shown weatherstripp.ng o Western Wood Products Association (WWPA) "Grading Rules for Western Lumber", `.op caps on exterior doors � •• � o or implied on the drawings and !;perifications as well as the physical American Plywood Association (APA) Submit shop drawings and hardware schedule for A/E 's review. (� s t conditions of the site. Notify A/E of discrepancies prior to start of work . ?, Lumber and Plywood �� ;a -' o b. Contracto- shall coordinate the work of all subcontractors to prevent Lumber: Comply with P .S. 20 Douglas Fir S4S 6. Overhead Doors �` � CC M ~ duplication of effort and to insure proper sequence of c;;,erations. Plywood: Comply with P .S. 1/ANSI 199.1 or APA' s performance standards a. Provide steel sectional doors of size indicated with factory prime coat � � W � � 3. Applicable Cosies- All materials and workmanship shall conform to the Uniform 3. Species and Grades b. Accepted manufacturers: Overhead Door Corporation, Crawford, or approved Z . a Building Code„ applicable State and federal and local requirements. All a. Plates, blocking, bridging and ledgers : Douglas Fir #2 or better substitution. N 4 3 ►- N references to codes, specifications, and staniards shall mean, and are intended b. Purlins: See framing plan c. Submit shop drawings for A/E's review. Z V Z N to be, the latest edition, amendment and/or- revision of such reference standard c. Subpurlins: Douglas Fir #1 or better, f'b = 1750 psi W i.- M in effect. d. Studs: Douglas Fir standard or better ENTRANCES AND STOREFRONT O j 4. Submit (1) sepia and (1) blueline print of required shop drawings for A/E' s e. Plywood roof sheathing: 5/8" APA rated sheathing Exposure I 32/16 V►Ki1•�l� iCp001Z,1� ' �� rL D GkPf'�,GVFp U review. 4. Pressure Treatment: All wood '.,i permanent contact with concrete to be pressure treated with a water Work shill meet or exceed applicable standards of the Architectural Aluminum V i W Z o p Manufacturers Association (AAMA) . FF - < s TE WORK borne preservative in accordance with Standard Specification for Treatment of All entrances and storefront for this work unless otherwise specifically approved '�$ m a Timber Products, ASTM Designation 0 1760. by the A/E will be the product. of one manufacturer . V 1. Allowable soil bearing pressure: 2000 psf. 5. Moisture content: Manufacturer' s inspection: Prior to start of fabrication of entranres and � Q ; 2. Stripping: Remove all debris, roots, and organ4c material shown to receive Purlins: "S Grn" maximum moisture content 24% " maximum moisture content 19X. storefronts, secure a visit by the manufacturer to field inspect and coordinate paving and new building. Dispose of cleared and demolished material by removing All other lumber: "S Dr N Y installation. (21 � from site. Strippings may be used in planters and berms. r. Manufacturer ., representative to ascertain suitability of building 0 m 3. Grading: Grade areas designated to elevations indicated. If grades are not 6. Glue Laminated Beams . n structure for installation of entrances ani storefronts. adequate to provide adequate site drainage, notify A/E prior tr.- start of work. f'b = 2400 psi b. Manufacturer' s representative to courdinate minor changes, or alterations - ------ 4. Excavating: Excavate for footings, piers, slabs, paving and otner improvements f'c = 450 psi in the building structure to accommodate entrance and storefront to sizes and levels shown or required. Allow for form clearance and for proper f'v = 165 psi installations. compaction of required backfilling material . All footings to bear on firm, Camber: See Framing Plans ; cc Within the requirements established, it is thv. responsibility of the cu natural , undisturbed soil free of organic material or on engineered fill . All Exterior Glue Vendor/Fabricator to provide a weathertight, leakfree glass and glazing system O Soft, wet, or soil of unusual condition shall be excavated to firm, natural , Industrial appearance grade Including all structural support, window extrusions, components, sealants, flashing a undisturbed soil . All organic material shall be removed from building and paved Top tension laminati_,ns or cantilevered beams and trim and other necessary items for complete installation. Z areas. All suitable fill materials may be stockpiled on site. Submit shop drawings for A/E's review Provide complete engineering and design of the system with calculations and drawinr�s .� S. Backfilling: 7. Framing Connectors and Supports: "Simpson Strong Tie" or approved stamped by licensed structural engineering, licensed in the State of Oregon. ZZ 4. Fill Materials 8. Powder Driven Anr.hors: Omark 1"shank H95, part #47095 Glazing system is to be compatible with the existing building shill structure as 1) On site material is suitable for use as engineered fill . 9. Mails: provided. ~ 2) Granular cushion under slab shall be a 6" thick layer of 3/4 minus All nails to be "common" or galvanized box nails. No bright box nails allowed. Design to meet all current wind and seismic design criteria and building code 4a � crushed rock containing less than 5% fines passing through a 0200 sieve. Nailing to be in accordance with Table 25-Q-1982 Edition, Uniform Building Code. requirements. O cc b. Backfill Lifts: Place in maximum 1' -0" thick lifts. c. Compaction: THERMAL AND MOISTURE PROTECTION Provide A/E information required for connection of proprietary system, to building shell structure if requirements are varied from that provided. ¢ Z I 1) Subgrade surface shall be compacted by at least 6 passes with a heavy System to be capable of using one-inch (1") insulated glazing assembly. tI vibratory roller 1 . Insulation at roofs: 3V faced batt or blanket at building roofs. � 2) Backfill shall be compacted to at least 95% of the maximum dr density Characteristics of vapor barrier or facia material flame spread maximum 25 Provide concealed connections to the maximum extent practical . •. p y y p 9 p ' Final assembly to be completely watertight. � as determined by the modified AASHTO method of compaction smoke density not to exceed 450. Provide complete shop and erection drawings for review by A/E and Building Department p 2. Installation of insulation: prior to fabrication and installation. a. Provide insulation in widths as required for tight fit between framing Storefront Door: Similar to Kawneer series 190 narrow style. Z O INC 6. After excavation of footings , notify A/E/Soils engineer for footing Subgrade members. Storefront Oo�r Hardware: As supplied by manufacturer. Z p� inspection prior to start of work. b. Fully insulate the indicated areas, including all small areas between closely a. For major entry doors: fitting members. Do all end matching neatly and with all ends joined or 1) center pivot hinges .�,� Z 7. Paving: Comply with "Asphalt Paving Institute of Oregon" recommended design overlapped. Foil face to interior of building. 0 2) push/pull bars and construction procedures, latest edition. Provide paving for all areas c. Cut and fit insulating batts around pipes, conduits, and outlet boxes as 3) concealed closer with adjustable opening and pressure C W U W necessary to maintain the integrity of building. 4) weatherstripping Q 8, Pavement Marking: Apply 4" wide parking and directional lines where shown. d. Tape ruptured vapor barrier using adhesive tape recommended by manufacturer. 5) threshold �"" It cu Use Rodda Paint Co. No. 671, White. e. Longitudinal joints or splices within individual framing spaces prohibited. 6) strike :k, Ia f. Banding marks on insulation in exposed areas prohibited. 7) cylinder � 4604 3 TE g. Do not install insulation in roof until building has achieved operating 8) dead bolt oft C Z temperature for two weeks, roof membrane complete, and moisture content of t ,e W 1. Cotes and Standards roof structure members is 15% or less . GLASS AND GLAZING °a' .� ACI 301 , pec cations for Structural Concrete for Buildings" h. Suspend baits between subpurlins at roof, support batt„ with white liner. Z � WJ ACT 305 *Recommended Practice for Hot Weather Concreting" Drape liner between subpurlins to provide minimum 1 air gap between 1. All glass to conform to 1982 Uniform Building Code, Chapter 54. y ACI 306 "R"commended Practice for Cold Weather Concreting" i nsu l tt i on and underside of roof deck and securely staple liner to subpur l i n i w i� 2. Glazing in accordance with FGMA, AAMA, and SIGMA reconw.!ndations. ASTM C94 "standard Specification for Ready Mixed Concrete" with diverging head staples at 4" on center. 3• Tempered Glass: `r 0 01 Concrete Re`aforc.ing: CRSL Nanuol of Standard Practice a. Provide tempered glazing in doors, entrances r,r other traffic areas in ,e � � Concrete Formwork: ACI ?18 "Building Code Requirements for Reinforced Concrete" BUILT-UP ROOF accordance with locations defined in U.S. Consumer Product Safety m• �►� Design of f3rmwork is the Contractor's responsibility Commissions Standard 15 CFR 1201 and C11. 2. Aix Design- 1. Comply with pertinent sections of the National Roofing Contractors Association b, Provide label on each piece showing compliance with ANSI Z-971.1. ...j Prepare design mixes for each type of concrete (NCRA) "Roofing and Waterproofing Manual" 4. Manufacturer of Insulating Glass: A firm recognized and experience in the 0 !� Proportion refixes by eithe, laboratory trial batch or field experience methods, 2. Installation including details for rouf edge conditions, flashings, roof production of hermetically sealed glazing units which warrants its products dC . using materials to be emK ))yed on the work for each class of concrete required. penetrations, etc., in accordance with Primary Roofing Manufacturer's against failure of the seal and other material and workmanship failures. a: Furnish certified reports of each proposed mix for each type of :he work of requirements. Submit manufacturer's details and installation specifications < W this Section prior to start of work. 5. Submit the following: W 3,000 psi concrete minimum 5} sack mix 3. Roof Membrane: Owens-Corning Fiberglass specification 30NC UL rated Class 8 a. Product data, reflective, laminated, and insulating glass; submit O 3. Testing: Contractor will employ and a for services of independent testing system or approved substitution. Submit certification of UL system, manufacturer's specifications and installation instructions. 1 V � y pay 9 b. Provide certification by glass manufacturer prior to installation, of glass 116 .' .� laboratory, working under direction of A/E, to perform concrete test . Contractor that glass shipped to job falls within acceptable samples. shall cooperate and furnish tools, materials and assistance. SHEET METAL 6. Warrant 4. Concrete Strengths: � � " 2 yearsyaf taro date ref substantial l completion oep 1 acem�ent mater s a 1 s is included: y r Footings and Foundations: f c = 2500 psi at 28 days, slump 4", slump toleranceh 1. All work shall comply with applicable portions of the Architectural Sheet Manual a. Insulating glass: submit written warranty agreeing to replace insulating plus 10, m+nus 1" � of the "Sh�ee* Metal and Air-Conditioning Contractors National Association, glass units which show deterioration of coatings or colors, or deterioration X Floor Slabs: f'c = 3500 psi at 28 days, 4" slump,, slump tolerance plus 0", Inc.", (SMACNA) latest edition. in any other manner, due to failure 3f materials or workmanship for 10 years �� 144 minus 1" 3000 psi at 28 days 3" slump, slump tolerance los 1" 2• Provide all necessary mechanical fasteners and accessories for complete after the date of manufacture. Af•,:er initial replacement period, furnish Wall Panels: f'cmanufacturer's p ' installation. glass F.0.6. jobsite. Attach manufacturer s warrant. main,;: 10. Wall panels must reach 60% of 28 day strength at 7 day test break or 3. Flashing: Galvanized sheet metal in accordance with ASTM A-526 for all items b. Glass and Glazing: Submit written Warranty agreeing to repair or replace subject to immediate rejection r 1 be sub Junless indicated otherwise, glass and glazing materials which fail to perform as Specified, including 5. Cement: Standard brand of Portland Cement per ASTM C-150, Types I or II at 4. Gutters, Scuppers and Downspouts: 24 gauge galvanized sheet metal per AS" . A- leakage of water; or failure in joint adhesion, cohesion, abrasion, • •REGGt Contractor's option . Use only one manufacturer's standard brand, type and grind 526. Provide removable bird screens at do�mspouts, resistance, weather resistance, or general durability; or deterioration in � • J throughout all work of a particular type. any other manner not clearly specified by submitted manufacturer's data as i 6. Water: Clear, potable, fresh and free from injurious amounts of oils, acids, SEALANTS AND CAULKING an inherent quality of the material for the exposure indicated. alkalis, organic materials or other harmful substances. 7. Platei,. Plate or float glass in accorda:ice with FS DD-G-451, Type 1, Class 1, E 7. Admixtures: (agents shall both be from the same manufacturer) 1. Seal and caulk joints between dissimilar materials for water tight seal . Provide Quality q3. -I 25.1✓4 Air entraining agent: Per ASTS C-260 watertight ht caulked joints at all build in exterior locations where 8. Tinted Light-Reducing Pllate Glass: Plate or float lass in accordance with F5 Water reducingagent: Per ASTM C-494 Type A, containing no calcium chloride g j g possible 9 g g g water penetration through joint may occur. OU-G-451, T y o• ot>i��r accelerating or retarding agents. Fly ash prohibited. Type 1 Class 3 Quality q3. DRAWN 8Y, 8. ftq y3te: In accordance with ASTM C-33. a. Polysulfide Sealant: Sonolastic two part as manufactured b Sonneborn 9. Tempered Glass: ro Slab Hard mer ust roofer: At Contractor's option, ensure compatibility Contech; Thorospan S as manufactured by W.R. Grace and Co. , or approved a. Strengthen the glass by manufacturer's standard process (prior to J C •9. Floor a e /D p D mp y substitution. Material of two-part type, shall he in gum grade consistency and of insulating units, but after cutting to final size) which CHECKED BY: with final finishes. and in standard colors as selected from the manufacturer' s palette, will increase flexural strength to approximately q times normal glass _ b. Foam Type Premolded Filler Gasket in Cord, Strip, or other section a. shown: strength. REVISIONS: 10. Re'+nforc,ement: All bars for reinforcement shall be � eforrmed, intermediate grade Similar to Dow Chemical Ethafoam, in natural color closed cell polethylene 10. Insulating Glass Units: steel canf ormin9 with "Specifications for Billet Steel Concrete Reinforcing foam; provide in sizes as required for secure gasket position indicatru a. Provide hermetically sealed glazing units, fabricated of two sheets of glass 7/25/04 <a!~N=RAI. Bars", :ASTM A-615, Grade 60. Minimum 60,000 psi yield strength. joints. separated by a "dry" air space, and sealed permanently at the edges. 11. Notification: Notify A/E forty-eight (48) hours orior to beginning any pour. b. Provide one inch thick insulating glass units fabricated from component DOORS glasses specified with manufacturer's standard edge construction of spacers ' Ra.;r and sealants, clear inner light ( laminated inner light at sloped glazing) . 1. Doors and fra^res in accordaice with Standard Steel Door Institute (S.O. I . ) 11 Glass Colors 1: #A tral: All strgctural steel shall be detailed, fabricated, and erected in recommendations, S.D.I. 100-79. ' 4,cordance .with AISC manual, latest edition. 2. doors: 1-3/4" full flush, fabricated from two sheets 18 gauge steel with no a. The A/E reserves the right to reject glass after installation because of 2: strpctural and Miscellaneous Steel: visually objectionable variations which exceed the range established by the • � visible seams on either fate. Doors shall be reinforced, stiffened, insulated, manufacturer prior to the start of insta' lation work, The A/E's right is A11 3tee1 plates, flat bars, and structural sections shad be ASTM A-36 unless sound deadened. Doors shall be bonderized and finished as standard one-coat not limited where the manufacturer has failed to establish acceptable range M i M111~0AAwo�, of oWted. baked-on prime coat. (MAWAND A,NNOT TON0r."eouM #%1.1 pipe columns ASTM A-53 Type E Grade B 3. Frames: Full welded t s fabricated of 16 au a cold rolled steel . Frames to sa+�les. IN � �.�, rxatn w,rN n,. Af'1 bolts ASTM A-307 gauge b. Buildings: oi�G "Graylite" with 14% light transmittance as manufactured by """r"""""""ON'"'""" be thoroughly degreased and cleaned of all imperfections before painting. All PPG Industries. Me sections ASTM A-SO1, minimum 46 ksi steel frames to receive factory coat of rust inhibitive primer baked on. SHEET All ,stall to hove one shop coat or to be galvanized if noted 4. Hardware: SPRINKLERS All ttedl embedded iriravel, rock and/or earth to be coated with asphalt a. Reinforce, drill and tap doors and frames to receive mortised hinges, locks, - Printed All welds with ETOXX electrodes per AWS Standards by certified welders latches, flush bolts, and concealed closers as required. 1 . Provide 100% fire sprinklering per NFPA Pamphlet #13, latest edition) . By Subsit shop drawings for A/E s review. b. Hardware preparation in accordance with ,.D.I. 107. 1984 c. Contractor to drill and tap for surface applied hard,rare in accordance with sprinkle permit. JUL 2 �� Ai=ii5 S.D.I. 101. 2. Sprinkler heac;s not to occur at grid lines. Align head symmetrical about grid lines to accommodate future tenant separation walls at grid lines. MACKENZIE ENGINEERING MECHANICAL, ELECTRICAL AND PLUMBING BY 57PARA-fE PERMIT OF JOS NO: ,._ , � ,".. :.r ,y..T.,•�' .�- �•. .... � I � � _ ' ..y. .,r." -_; I�g,._y�i. �'{ C._._...--�-'-- -,-.•-y--•.-��- _-+yr.: .. ,.+r."rwi..n....._ r r :"' _► '' Alt III III III III III III I'I III III III 'r I III III III III III III III III III III iII I I 'IIIIIII ISI III III III III � � ! II I � III � � � II,JII JL Irill III IIIIIII III ' III VIII NO TE; IF THIS MICROFILMED , DRAWING IS LESS CLEAR THAN �- THIS NOTICE, IT I5 DUE TO THE QUALITY OF THE ORIGINAL8 Z 8Z LZ Z 4Z Z bE Z TZ Z 8t i tri -- i i -- L Ei i I l i- --6 8- - L 8 4 ► Z i DRAWING. 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I I..../�'`•- N W� L. �..- I...G•�..� �,� � CHECT BY: REVISIONS F.J v�'EJ-y ' E-><. 1 tiT 11•+ V W A- �••L T•o PSE. F LJ R RE.D L j'-v E- 3 I/SLI' 'L� vim► ' .- � E� "" U© 12--o �n 0 o.c: IJ , r4- 11 ���T 1►-� G,� L�•T I o IJ M T. MAT_rL I�"•.L- "1'I� ►-�`-�1 T I v h-� ►-J T Ezn)E.PP,2/u•-r I v r-i LJ A L.L.., 3 1/2 2'o Lo/2", ^-t T L 5T U o-'=p O• C• , =V/C:," (�- I I t3�•T T �ti,�•�� �aT I o I—� 1 ru—um—aumiii pfva m a RAI �J I/2 2 5 Ca^ , r'I T 1, W,Q C-p`I'P, &C-1 ^T TO I Lf-17 9-0%7m s-,I p E, w M9111 wTo i�ANOMATIS is P✓' 0 ^T p r FI L E. Gs I fJ E , U�i✓ � 1/�. '� �at3 iJ�I(� �M A'V MM�NIMM,NOT RXC iREPRODUCED ffii • Pa,A-T T A�r� �. 7 E�co �.,A t✓ -*o 011-0 o•Pao��. FI -1, FLA IMIHrt�'1`f11MIM10N 11 ,, SHEET - 2� C.iA M�1L �1'uO�a cq 2'•0 o,�C., W,IZ 'P 0- ro L - =-_= -- - 3' 21' 2 C�n• M T L� 6-sT IJ C;,`� d 2'-o� L.J 5/PJ co-ep bo,, E•AGH FAc.E. �y-'r E,t.4 C) w'4h►L.L_ T© 01 FI JA-pH r- LvOR. _ OF 2 + J48 NO: • 28'S335,c�5 ' ---• "`mow.._ ,� s� .- III�IIIlii11111 II IIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIII !I ' IIIIIIIIIIIIIIIIIIIIII IIIIIII III I ! IIIIIII IIT I III � I � p �lill �� II � IIIJI,JIi I I��IIII IIIIIII IIIIIII I �III T }, + "'�"� - NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ------ THIS NOTICE, IT IS DILE TO THE QUALITY OF THE ORIGINAL 6 1 Z 8Z LZ Z 4Z t Z Z IL Z l 8i i Li i i [ i i l i i 8 8 L 19 4 DRAWING. JUNE Illilllilllllllllllllllllllllllllllllllllllllllillllllllllillllllllllllllll lllllllrllllllllll (IIIIIII IIS �� I I II I ����� II� � I ' � •�� • � III III I + I ,J,� �II�III�i Illllul III fig +u, n) I IIIIIIIIII,IIII�i�I illllilll lllllllll►illllllll lllllllllllllililli lllllllll. 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