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13599 SW PACIFIC HIGHWAY-3 THE DATE December 14 , 1978 PROJECT NO. 173 VAN LOM KRAXBERGER PROJECT Stan Wiley Building PARTNERSHIP ARCHITECTS Pacific Hwy . , r ADDRESS y . , Tigard , Oregon PLANNERS A . I . A .4455 S . W . Schol 1 s Ferry Road TO Mr . Ed Waldron Portland , Oregon 97225 T--- Phone : 503 / 292 - 8895 12420 S .W . Main St . w T R A N S M I T T A I_ Tigard , Oregon 97223 .■�,. We are sending you the following material herewith X under separate Cover No. of copies Description of Item Action Requested 1 Set Revised Drawings showing Your use one-hour construction as required by Fire Marshal Sent By : Our Messenger Your Messenger THE VAN LOM- KRAXBERGER PARTNERSHIP Mail X Express Other By a4 cbL Kelly E wards A � AN Al � I � � lil ► 1111111 111 ( 111 � I � IIII II � IIII � III � II IIIIII � � I � I � I � � I � I � I � IIII � I ) Il � � ili � lilill lli � lli ili � ili ililili ilillll l�ll � ili ililililllilllilllll , Il IIII � I � � I � Ill � ll � l � l � il � l � l � ,,, _ __ ... __._ _ NOTE : IF THIS MICROFILMED 1 G 4 `) 6 7 :ll 1 O 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL IlfiII IlIIII IIIIIIIiI.ZIII IIIIIIII) IIIIIIII IIIlllll IIII I III II II IIII Ilii I�IIII1I �i• '-1 I!IL I IIIIIIIIIT II IIS TvIMI-I�I-i-� l-iIIII 1111 I�III I I I 1I�_-I _I- IIII -Il-ll�llll_I-I Z DRAWING liE1111111111 l IIli IIIIIIII IIII IIIII � IIIIII . ll IIII IIII IIIIIIII .III IIII IIIIIIII�II II l II 1111 IIII IIII IIII IIIIIIi� IIIIII THE VAN LOM KRAXBERGER PARTNFRSHIP ARCHITECTS PLANNERS A.I.A. March 6 , 1 9 7 9 Raleigh Hills Professional Bldg. 4455 S.W. Scholls Ferry Road Portland, Orec;on 97225 (503) 292-8895 Mr . Ed Waldron Engi neeri ng Department CitN/ of Tioard 12420 S . W . Main Tigard , OrPgL; n 97223 Re : Stan Wiley Office Building , Pacific Hwy . , Tigard Dear Mr . Waldron : To compensate for an incorrect height on four steel columns installed in the above referenced building , the Contractor for -the project improperly notched the corres - ponding beams . In doing so our engineer found it was underdesigned in shear resistance and an eccentric loading was causing undesigned moment-, within the column . Please f -•, rid enclosed copies of a revised detail submitted to the owner and contractor , designed to correct the problem . Thank you . Yours very truly , TTu ►- VAIN n.1 L (�1M / VDAVncnrC' n �i � nTnic �4Z �� rr n I A . ows ri � I tf 1+. 0%! t , c.. , i\toL1\ T 1\ Itr \v 111 /1 Y Kelly Edwards KE 1 v Enclosures ArmrS � � .. .•! ...E ...,. NOTE ; IF THIS MICROFILMED 12 DRAWING, I S LESS CLEAR THAN - ----------- -- — THIS NOTICE , IT IS DUE TO __ THE QUALITY OF THE ORIGINAL DRAWING. E Z 8 Z L Z Z 4 Z Z Z Z T Z Z ^ I I GI i T T1116 illl1�llilllllllllllllllllllllillllllll�IIIf1111111iI1 lilt lllf Illi 1111 illllllllllllllIllflllllillllllll,Illllillllllllllilillllllllilililllllillllil , MAY 17 1990 r 46 { r' • _.: ..,. ,.� �tllrrr :'��Wy►-,a..r•rn.ir►.. ..• •_ .. .� y �� ,. -1 Alk _.gid I a VIP ff�r� � I ONHO 8R0� r_ ... NA 14, l.% G a fJ N a Q d�I D Ho3 0 r7/81 x all -125 .0 (� � T H E 4 ) VAN L O N1 a� K R A X S E R G!E R is A R T'N!E R S H! f 3 A'AIA4 A PROJ. NO. 1 '13 � .: �: 4 ARCHITECTS � DATA ',1 , (0s �''"'► :. �Qr +�► Q"Z�z�1� �``+�. PLANNERS A . l.A, BY CHK. p 44515 S.W. SCHOLLB FERRY ROAD ROOD TLANO " OF OREGON 97225ONE • 1503 ) 292 - E ® !91 '!.� MWI III ! II III III III III SII SII 1111111 III III III III III III I � I I � I III III III III III III III 111 111 III III ill 111 I I i I III III I ! I I � IIII � III � III I � I I � I I � III � I I � I III I � IIIII .�._...�...�....�. .� :.y..,.,. .` , NOTE : IF THIS MICROFILMED 1 2 ,� 61 DRAWING IS LESS C LF A R THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL OE Z Z L Z Z 4 Z tDRAWING. Illilllllf!Illllillllllll (III IIiiIIIlllllllli (III IIII171IIfillll1lf II1111 IIIIIIlIIIIIIIffill IIII IIIliIIiIIII��.:�Ilfillllllllllllll III� IIIIIII�IialIIIIIICIIIIIIIII IIII IIII IIII illilllll IIII�Iillllll1111 I111IlllIIII1111IIIIIIIIIIi� lllllll� llllili� 1111IIII �' , r G4 LA0, cpv� , 4'I AA Iv, r I I VS I � � E �1 ' all — ! M AS ! L7 �+P D I 'CI D �41 A Iosoo GTO4, OP- p 5 He � � y All 'I n IC o .._ jr wo�....�..�:�.�. ....r........... �..� r THE O'� '1►i/A N LOM � � � c �✓ � fir') K R A X !E R C3!.� A ag5[E'� m �.':�► :'t PARTNERSHIP �:- P ®I,,J. NO. ARCHITECTS j DATA G► PLANNERS A . 1. A. �� By CHK. 4455 S.W. SCHOLLS FERRY PglA O ""Y/ r, "v4' PORT LAND OREGON 9' . a � V� E3HT. N ' OF Q. RHONEa ` 503 ) 292 - pp ( II � 11l11111111 111111 IIIIIII IIi � 111 III � 111 IIII111 IIII111 IIII111 IIIIiII III � 111 Illltll IIII ! II IIt �111 IIIIIIIIIIIII ; III � IIt IIII111 I ` IIIIII1111111 IIII111 t1111I1 IIII111 1111111 � . ..._._._..._.�...__... ..�.._.. . ._�..�.._ �: , NOTE : IF THIS MICROFILIVIED ( I 2 3 4 5 ? I 0 10 11 12 DRAWING IS LESS CLEAR THAN ------ - ---__-.- - THIS NOTICE , IT TS DUE TO THE QUALITY OF Tif ORIGINAL lllllllllillllil�illlllll1111lllllllillflllllllll llllilll IIII �{IIIIIi ll�l ll,illlilll{ 111111111111llll�,..a-�{Ill1111 illlllll lllll�-il lllilallllll 11111111{ IIII 1111 11 III111111111111111111"11111111111111111 ZDRAWING. I IC1111111IAII11V1111111111111111Z11111illT11 1 k t� r• js L.4 M/N4 rE TOP FIX A c qr v1 )4 ,U CITE 4 '� PW `,`, � C A�3JV '~' F�G S �._ �, _ E : � ' Iii v, )' TA T' Ir DF' Ta '�. r A M M G'46If1/ET 51L ti'OU T'E ..i. .� CL ` + AOU 'ACL OG f 41?1 ,CM .. pL• P ht1L+ Pel,� `'• � , _+ ti _ ... s _ _ --- •-. 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I � I I I Inn 1 4 b :1 1 1 1 1 .,A. r �V ---- /� APO � a ° , ♦ •� I I j �/ V �r/� i I ,ten" �� ; , Pillwoowa -y _ % .Vol .m ,r►`, /00^ rom 51 1 i ;erl C �•�L :.Y _ _ ._ ..r."r� Ix i , \�'\ � !r � PJM. �1 I \\ el', : �, �/ t`ti '%ii✓ �k Y Hci��`v';,,.ate � ""� C r ° 1 i/�� / �? In 1.���� � �- AT pn' � L.µT ° Y a ► 1 / �r- i/ '�rD �fi X • ! `�' ►�2.�/t . ` �', i ' �'�/��t" / "�' !__. �_. _� , ✓ + / ` • V �� �� ,� l./ IK�'r `J~r "/ j/ I .""1...✓✓ �' "•'r��'� ,�1� , I '����'�V Gw LQ EL � t f ' _ 1 40 IM 2 .� Y' �/ � ►� II V ' ,. I rl Imo► { r' . 1 x 2 -400" f _ ( I ; - � � I _ LL lb Al F_ 11ZA • �3 J�iAc.V'7 IofC- LQ Z a in .�. Y i • a � CA oil if 0�4 r , Y G� I 1+�./Fr/r ✓� �dI V L 1 r r :.. ; r. ( Z.C r ✓ i �,� 1�, •R/, M! �,f I. � �.M✓,moi� � �W i'I'�M - � �, ., I I r — � ,n ,� ,. � r,, DRAWING (DATE SHEET NO. Lo, CL 0 17 '2•10 •a II r y .o ,I oA a OF imp NOTE : IF THIS MICR)FILMED l 4 a 1 11 lr ,2 ;Lr- eA 0,�Pt�' P Wgf- j /r 1 k ,.� I � � �1 7 � 1 �T•i f� � � 1 I � , � ` y , 000 00 45 po UJ A. �- 0 - ' - 13 - -- --- I 71 •� 2 + .� z- t - ta k. IL CE- lop Ilk IL . , 6,. _ •�; _ W - • e ' � d 4_____ _ __ _ _ _ 2 . `04�_ �e Ix wLL - >> y' (� 48 M moo ow Ow 7t 0 % f l �t .� Z > J rte. Ln o70 o 4.0 E FOA1JV N O DATE 40 o � 7�� � 8 r.� SHEE - - Sk �► _ APPROVED FOR CONSTRUCTION CITY OF TIGARDamEMO& � 3,, 0 �' C#Q PERtlIT NO. SITE ADDRMOO PQ�,�I co ,� By TITLE �. _ _ -----DATE Y. AN 11 p � IIIiii ISIIii IIII I ilII' 1 .111 1 ii 1111 ; ,,,� I I I I NOTE • IF' CHIS MIC F1 n I I • � q � LME _ _1- -- - -- - _ -2 ___-- --- - -- _ l --- __ - -._4 --__6 114eu - -- —T--- -- A i N � J-7 75 Af ka TE, M Ir , I t �3 i.J ITE C ' o0 6= 5 F GG 6R V O O 6F \r� M •.�./ _� � � _ Wit. r� -� ca( �1 itL I F�j v ... - i WA M u tA 1 .l J L-1110, J 1 t — i _. ! •i ,... r r lJ 1 �j t 1 V /�'G f� �.� `� _ ' , �� '�'j I G M ;�• •rl V "V� i ~� / `✓� Lei � ? �' w la Ul FirJ �vr�5 .zeQ .✓ ?� �.. .il J IiA E. I �...—�.�_ �F'rrJ Wr" ��,✓i'i� JYOC�. S :.IA�^I ET � ,� I r !��i 7-S N r-� �fa 1..�"� U' F sFi - 1 •I (� t1 .r K' Z 4 v I V GEfJFRAL CONDITIONS A. I .A. Document A-201 April 19'0 Edition O N Coda: Uniform Buildiny Code, 1976 Edition. Aluminum windows„ Anodized Bronze fixed sash with insulated glass . Guai-antees. Workmanship and materials for one year. Gypsum Drywall : 7." rJy+'sum hoard except whnre 5/s;" I1.L . fi ? . rated if indicated. ' - ExI,. ,vation: No excavation below bottom of footings . Backfill in 0" lifts to 95 Medium orI peel texture at walls . compaction. Acoustical Tre,Iti slit: ' ' t t ( I ` ►1 ( v ) p � 4' x 48 noncomhustible Class ?_5 of ':!lista Desi(In d5 distributed Gravel Base at Slabs : 3/4 minus to 95 compaction . by Owens r.orning Fiberglas Or approved. Pav-ng: 4" gravel 1 1 /2 minus crushed rock compacted; 2" asphaltic concrete. T-har suspended Avstem to have mdximum deflection of 1/360 of spcin. White at exposure. Slope to drain 1 /4"/foot minimum. Resilient Flooring: Use .090 sheet vinyl 72" wide in pattern ,elected by Owner. Use Concrete: 2500 P.S. I . Protect from freezing. 4" rubber c(:v , base throughout. Exterior concrete slabs: Exposed aggregate finish - salt exposed slab surfaces with � p 3/4" minus rock - tamp and bull float. Carpet: Selectecr !)y Owner. Allow 59.00 per sq. yd. for carl�� t , pd�l and installation, Exnansion joints as shown . Base: 4" rubber hese Flintcote or equal . Framing Lumber: Doug. Fir or I em Fir'. Painting: Lxter'!or wood - two coats Olympic stain - color by 1wner. _ W �:I� 0— 'e, - � '4�j,Nr 1 Interior Finish Lumber: KD V.G. hemlock . Lxterior Ti-4, - match siding calor - medium gloss - one oat primer - one coat T_ Cabinets : Prefinish modular. paint. _ � r --�•- --= Glir, Laminated Beams: Industrial Grade f 2400 P.S. I . Interior wag !Ine coat primer, one coat low gloss ena 1 - off white throughout. � _::_J �� � LU i Built-up-roofing: 2.0 year bondable with mineral cap sheet. flood trim: ain -- two coats sealer, "7, � W � .�....• L.I..J Lij Ti ie Roof: Mon Ray black over 1 x 2 stripping and X30 felt. loiic�t Accessnric• Handicapped grab bars in one restroom as ner Code. Watr•us 1401 Ext-�rior Siding: 1/2" Plywood ' rough cut 44' at rear. nr equdl , Z Exterior Brick: Nodular jnits Mutual Material or equal - 3/8" concave mortar ,joints: One chrome t ilet. paper holder, C-fr)ld towel dispenser fll each rest•roorn. � � Z [[ �� w " ■�� �� 1;, Brick installer to seal brick with two flood coats silicon: sealer. Protect Water Heater: 4( gallon glass lined. X � ti./ Z r - � aluminum when cleaning brick. � Z Heating: Heat pu u system with individual thermostat 'qtr each, tenant . De', I nand Vapor Barriers: #15 A.S. felt at exterior walls instal latic�:, rf system h licensed heat c n � t 9 �. #30 A.S. felt at roof y y y o teat or. Insulation: R-11 at exterior walls Electrical : 2 > fluorescent drop-in fixtures throughout. ...J `1 l R-19 blanket (2' x4' ) at ceiling. Supply extur lighting layout with 3 ! y provision fr, fasci�i iyn ,and free R- 5 at perimeter footings. standing sill illumination. Owner selection of succi,.lty nterior fixtlirE�s . Mehl Flashing: Minimum 26 G. I . prepainted gutters and downspouts . Design and 1-,�uut by licensed elf�ctrical contractor , ,� } Caulking: Caulk all exposed exterior' ,joints with color coordinated caulking. \ V Landscaping: Bi1 �L'� design to Owner', reellrirements . Al u-ui num Entrance Doors: Kawneer narrow style 190 with med i u i, bronze anodized frames IF 11, 2 3/4" width at head. Weatherstrip all doors . WooJ Entrance Doors: Mulino panel doors or equal --fully weather-,tripped. Stain with two coats sealer. Seal all edges. See elevations for style. H.M. frames . 1� Tntprior Doors : i 3,"t" x 6'-8" H.C. flush stet- grarie Ash Minor, with woad trim II '3,��„ Prehutig, prefi ni shed doors and frames optional . -� . d 2 - � I. 2 . air. , ! , f Louvered door to be 1 3/8" x 6'-8" Hemlock with louvers top and bottom. '1 'pe' - `' Hardware: Oil rubbed bronze at exterior wood doors . Schlage "A" series or equal . C(� SEPIA • all 0E-7 ....................— -...� .a.. .- III i I I III ! I ! I ! j ! III III ! I III III III I ! I(I III III III III III III I I III III III III III III III III III III III ! ! I�I Ill III I �I I I•I III I � I I I ! III III I I�I I I I III III III I I ,:��.:....,..._.__.�,, ,._,..,...,�, �.,_,�-.....—__ _._-_.i�-�,�t,�.4s�. . 1 I � 11� ISI I ' I � I � I � II16 ill ? I � I � I � I � Ilio Illi I � �l, _L____ ____1 ___�_ _L__ _ 1__ _ __ I _ __ _I _ ___ 1____ NOTE: IF THIS MICROFILMED I I _ -'^- I L -• DRAWING IS LESS CLEAR THAN .L.-- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z Z LZ Z 4Z Z Z Z IZ Z 6I I Ll DRAWING. 11 IIII li(I�IIII III!illll IIII�!III IIII,IIIIIIIII�IIII IIII� ��� IIII�IIII IIIIIIIII IIIIIIIiI Illill I I i III III! I II : � I I I I II I I II�I�III III II I �I JLbd � II III I II Itl�ll ► IIIIII IIIIII ►IIIIIIi� III i . � IIIIIIIIIIIIIIIIIIIIIIII►III IIIII�I�� III�I�I�►IIIiIIIIIIIIIIIIIIII�iI►►jl.,� �Illill►Il�►II►IIII�I�III�I� IIIIr►I►I - MAY 17 111990aw k e e :� r�Kisr E ••.A.�' �N Zaa,O' � �. '� teas,.• \7 r/ IN 111M i Ila ' N 1 I I i`r /►.i rte•/ /►r�VA / �/ ~` `\�\\ / +• ter/ � ` r /07 ✓XTP !J Fib GV I I '''c �/ 4 f ( " , " r • \ .c I N / // M I ��, /�I ,. / , ) � "�, ",� \ ,�•�.' IW �,.C71U�. '� �^ '�' 6 SCO F id ��'►H I til � i1 � .- _ % 4 �+ SG ►�U L .� 4 i ,•�-0 ' hhl4 OPT -''� I X flidl� • h :\ V� >�/ N �V�IA"r I C�N 5 !•� +; L) 14 up CL 6LNt RAL I I �. "► T;T // Is N 1 . Thesp notes dee yrrlc!ral in ndture and are '1�►endc'd to Set. trnrllnluu btdrl,to► ,I•, I .1 �� NGP•ETf?. I o••d.h j N tl / , consl.ruction. Itne drdwinys shall govern over (ne ye•nerdl nutes to the ext.•nt �4p` shows. t -- - - - - _�. N 2. The (;ontractur Shad Vel'`f; all J InIrn51 U►'S d►Id l Ond1 tions lull di i tr'„ r ( JI 1W I nSlo . and in the field dnu notify the design agent-y of any dtscreNdnutrs b.'II:r•r I � p, /,' ,o _ 4 proceeding. 3. Inspection and ,,r tub su ervision is not r;,� tded b hi t n 1, nl � �\ / O U l9 } p P u y t s dr y dyer . v u ess `4 I �\ , W specifically provided by other contract. ��4Ai'Iilu'�`�� \�� �� t �, \ / l47 4F1 d Ex 4. Contractor to provide all necessary temporary support for wdi is and floors prior , f �!► • ,Z, •y, � t0 completion of vertical and lateral loads steins. ; c..• ' 0 ►ll Y -4„ Q ? 0 V CODES ANU STANDA05i �\ 'J J l 1 . All work shall be in strict complidrece with the following codes ( latest edltiunj . --,.5-EF U Q a. State and local codes (verify with local building official ; . J I �l J aA, m 'c '� J ( Y 9 I /�".01'-L G -U'' I b. Uniform Building Code. ~S I '. "'"► ' ,c.,l�/ 4 c. ACI AISC and NDS. " tia • • t D , �',+� � ��� s 3.c/� n��0 • ^ ' 1 � A-t}o `� \ �i.9• �+/�' !�+ , / / `I� �s ^�7 .�/ � � � � \ FOUNDATIONS (Design sot pressure I3O4psf plus 20% increase for a-ach toot of width GAP - over 12" but not to exceed 2500 psf . ) -Do/00'q i r. , � / \�. oNq. �` / • �, -� 1 1 . All footings to bear on firm, undisturbed soil end V -6" below fine) ,j rade. � . Notify design agency before proceeding if dny unusual condi t i ons dr-e encountered - - - -- -, i �= I 4Kw _ 4< / F- � �- 9 ,,, _4 .0 in �the footing eACdvations. ! iN -.r.E:l, C.vp-NEK � 3xro� t N /' ;, �\ 7.� o / }1D t. Do not excavate c 'user than a 2: 1 s 1 ope be 1 ow footings . '�,, I F,a,,, :ORNE� L - 3' 26Z' �,� f�, ` 19 1 � -rF — �+ III / �. �� U 3. Cledn all footing excavations of 1 3c'ose plater ',) by hand. - �j 2 ;�(O✓ EA , Q41vt/ V ` ' ��4S UNCRETE tit - ga,,GK r+�vv �J/ a ,,r��l,��l `I����ul �;�',�� '�6� 01, s,o 1` ?� >' Minimum loncrete cl ' pe . nllllUM cement 11 � mtpressive strength to be 50r� psi at LB da>�•, . Wo'c.L. '*I� � �!. G=/G content tO be 5 Sacks per yard. Maximmrtn ,lump 4" except exposed + ; rte . olumnsAir slump nog. to eALeec 3" . I M6 ONmJ•(r 2,u`r�i rV \\ , Ip�! ` concrete per ACJ Codes dnd standards . 1/Z" SOD 1 Place end cure a ' ' .* Y ►D/G \\\ '{ " " �v� P ((ll 3. Provide keyed contrul joints in all slabs un grade it 25 o.c eecn wdy Wdximum. -- - ' ! N Provide hedv (3% , p z , / .� y 4" tooled joints at 5' -1)' J L . and 1/2" relnu►dad rApanstun joint•, � ' a dt 30' O.L. to al ; exterior walks and slabs . REINFORCING STEEL f Z `�' '�r `� ^� f 14 06 (�� I ►1) Ail reinforcing steel to be A-615 grade 40. welded wire me,h to Ue < I I N0 2 Place &II reinforcing per ACI codes aid stanasr. s. ; s. Lap all continuous oars 30 diameters min,mum !`- e(_ L �_ N WOOD All luntbw±r spa( ie5 and grades to be as fol lows : a. Joists , t,earns and stringers Uouglas Fir No. I,_ , f4 6" nom.beams and stringers Douglas Fir No. 1 b. Bucks, blocking, bridging and mise. 5oug Fir or Hem Fir No . 3 0 c. Studs ug fir or Nem Fir "Studs" �•+aP1'IAc.T �IHm ' ` / ,����' e 33 1 d. Sills, sleepers. plates & nailing o �A!bPE�"`•r .- tet 11 i / /r � 1 � on 9' ` Pressurt treated Duu fir --- �, I , , 1. ,, 0 V �E3�-, oL.r•N �fi i H,�►-" O(J blocks embedded 1n concrete 9 e. Posts .toug Fir No. 1 �N G• Gam''` 04.)T. ! G••O 61 DE.�•+rl ►� f. Decking 2" T&G Nemlock,. Commercial . For ,•.., V D • ---� - ----- ---- - ---_ ,- (�l • \ , �`a,� ,�� �,,; � '1 U span over 5' -ti" Two-Span continuous . �' rr3-V" .4�''-D" 3''c� G' �� t " ,�+ / (y r A P�� ✓JI►.10 VSE o�•O�tlhlGr-(^V ©fl'Ic E All other carne or controlled rdndon '�/ .'r ,1 A,}' � ' ` T t � '�D "��'P� �►J + l a y u p .(1 I ``, +rt 1 ` M+MW vMMwk + w+.;..✓ . , ij p 4 -51 �J'✓ �OtiI�O A�I✓A P�a12,0 5P' 2 .� All jutSt •,1 (Wd,l,'. trarntny into not beat fl l)ll , ilUams , il, .l lle'r', • UI I , ill l '. •e h(11 ) — Yuri be supported w l rh type "`,impsvn" or t ,ll. : ' 1u,s t or hump hdn(ter , $A 1 ilos f,e-au1 �y I ' � �1 ',111 �'' � N - �� � � 194,14 L) AQ0A , ICoil; r , � 5 F. 4�' dnd • � UJt post foot i ny nnect ions to be. made w r ii.p!I un post Cdl► dno ;,.' . t lla .,' . _ --- ��-o5r.�a ® 0. ,q O �090 nIr Q 3. Block cul id betty 1� joist dnd rafters ,t hl'df Illy wells . (.ru .'.brt,l,tr 's' II' nwx . ; ; �H' / N altiv6GAPOL� �1�L/S 131080,5 5• F 6On.G°� ""3 �/ W O.L . dtG�✓°-PS CU'T A�'TAIL,, t ; /r 5upPL,ED oPhll~Iwp Z LLJ LU h— V) a . All plywood to he standard grade with exte, I•If ;flue. Minitmai, 1' wit, I flailing Hd I'Is ',Zv� -r;�" � ' �\ \ I / ✓4,e.ow6 Jp,��g Com. at b" u•c dt edge and 12" u i� t,"+Ile, late beartn,IL, . In;t,il i lull ,,Ila float '' �' I � ,��++f� �' / � > �.. 'wT Sheathinc, with fd(.e gr-atrt perpenflt( ular ;,,I,l,orts . Stdgyer joint-, Plywood 1 . 0. � r� � • � "„ , '_ / / tia � tlt � � � L� index for fluor•, dnd roof - 32/16. See nd1 ' Iny schedule. .I. Glue-Lam Bedms Juuglas Fir/Laren unletiy 001er noted. 1 -24(1,1, e�xter•t.11 glue , .Q camber 1 1 /2, x U.t . unless shown otherwise on plans, A11C certification . •j SikUCTURAL STEEL +•'• g+, /, U CI- .1 .. All miscellaneous steel to be A- 36, fabricate-'d in accordance with Ai%C . , 78e �+� e_ ® N DATE 2. A]I bo I is to be A- 307. 3 _ .O' `h�•� ? 4r. 1 G s' —,�,,i J L. 3 I9-7 J. All welding to be with E60XX or F70XX electrodes in accordance with AWS. � ~`'� � � V � �5 �) � DU 131979 0 - 6 IN^ lx:j,- CD SNE ET NO. O F w I,1no5. "n,.antMfP INN ' .+ 5,. w _.... ,. , .,..w.+� - ,-..q�. w. ..1•YM+yM1�MwwlirlragY"l `...u. ...n_+,.. I(ISI I I IIIIIII V I I I(I III(I I III(III I I I I( I IIIIIII I(III(I I(I I I I I V I I I I ill(l(l I I I I I I IIIIIII I I I�I I IIIIIII V I I I I I�I 1111 III(III I I,I I I I) III I I IIIIIII III III V I I I(I I(I I I •` """''"' -" _-,e_...,,..,. ,,.., --- _._�, , 1 ' NOTE: IF THIS tAICROFILi*D DRAWING IS LESS CLEAR THAN - - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E a Z LZ I Z 4Z Z Z Z 1Z Z 8tQ1 GI I I [ I EI I tlll�ll ITl I 8 to L 9 Q ���� S Z l ,rl• DRAWIN%. 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Gypsim Drywall : 1/2" gypsum board except where 5/8" l.l.E . fire rated if indicated. 1 Excavation: No eLavation below bottom of footings . Backfill in 8" lifts to x!5'4 Medium orange peel texture at walls . �) [[ ; 1 ♦ ( V ) compaction . Acoustical Treatment : 24" x 48" noncombustible Cl,iss 2.5 of Shasta Design as distributed Gravel Base at Slabs : _'/4" minus to 95° compaction . by Owens Corning Fiberglas cr approved. O - I Paving: 4" gravel 1 1/2 minus crushed rock compacted; 2" asphaltic concrete. T-bar suspended system to have maximum deflection of 1/360 of span . 'hite at exposure. \ Slope to drain 1/4"/foot minimum. Resilient Flooring: Use .090 sheet vinyl 72" wide in pattern selectel by Owner. Use Concrete: 2500 P .S . I . Protect from freezing. 4" rubber cove base throughout. Exterior concrete slabs : Exposed aggregate finish - salt exposed slab surfaces with �\ p 3/�" minus rock - tamp and bull float. Carpet: Selected by Owner. Allow $9.00 per sq. yd. for carpet, pad and installation. Expansion .joints as sh,)wn. Base: 4" rubber base Flintcote or equal . \ �l.J ITE a I 6 Framing Lumber: Doug. Fir or Nem Fir. Painting: Exterior wood - two coats Olympic stain - color by Owner. - � CL Interior Finish Lumber: KD V.G Hemlock. Exterior Trim - match siding color - medium gloss one coat primer erne coat = UJ . \ I Cabinets : Prefinish modular. paint. � 0 , Glue Laminated Beams : Industrial Grade fb 2'400 P.S. I . Interior walls : One coat primer, one coat low gloss enamel - off white throughout. v ,� Built-up-roofing: 20 year bondable with mineral cap sheet.. Wood trim: Stain - two coats sealer. � � W �� � { Tile Roof: "Mon Ray" black over 1 x 2 stripping and #30 felt. Toilet Accessories: Handicapped Brat, har•s in one restroom as per Code. Watrus 1401 Exterior Siding: 1/2" Plywood ' rough cut 44 ' at rear. or equal , Cn Exterior Brick : liodular units Mutual Material or equal - 3/8 concave mortar joints : One chrome toilet paper holder, C-fold towel dispenser for ss \ \ p o each restroom. r % _ Brick installer to seal brick with two food coals silicone sealer. Protect Water heater: 40 ,gallon glass lined. t{` �•, \ �1 al umi nuns when cleaning brick . Heati n �+ Z \ I Vapor Barriers: 015 A.S. felt at exterior walls � _. ng: ,Heat pump system with individual thermostat for each tenant . Design and (� Q 030 A.S. felt at roof ,+L Irllat.ion of system by licensed heating contractor. a, Q % �� insulation: R-11 at exterior walls Electrical : 2 x 4 fluorescent drop-in fixtures thr;)ughout. ...� I R-19 blanket (2' x4' ) at ceiling. Supply exterior lighting layout. with provision for fascia sign and free C- \ R- b at perimeter footings . standing sign illumination. Owner selection of specialty interior fixtures . Metal 'Flashing: Minimum 26 G. I . prepainted gutters and downspouts . Design and layout by licensed electrical contractor . DATE Caulking: Caulk all exposed exterior joints with color coordinated caulking . t\ I c r Iandscaping: Bidder design to Owner' s requirements . Aluminum Entrance Doors: Kawneer narrow style 190 with medium bronze anodized frame Vic' I 2 3/4" width at head. Weatherstrip all doors . 't Wood Entrance Doors: Mulino panel doors or ec� ral --fully weatherstripped . Stain with two coats sealer. Seal all edges . See elevations for style. H.M. frames . -'- Interior Doors : 1 3/8" x 6'-8" N.C. flush stain grade Ash doors with wood trim. i �'-O'' I '-D'r W. 10 '/d" Z1,C7��" 3'-p' Prehung, prefinished doors and frames optional . � Q�C � 3 �q78 Louvered door to be 1 3/8" x 6'-8" Hemlock with louvers top and bottom. Hardware: oil rubbed bronze at exterior wood doors . Schlage "A" series or equal . P4_ �j SHEET NO. r of 143695. ( 1 CROWS Mn 4 01 lowr III Ili 1111111 Ili III III I I III III III I I III III III IiI III III III III 111 111 t11 I I III 111 111 � 111! 1; 111 III I IP Ill II II1 � �, ii1 i it NOTE: IF THIS MICROFILMED �) DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z Z Z LZ Z 4Z Z Z Z TZ Z t �S [ Lt t t t�l iG L i 11 i 8 Tg L 9 . Sl ► S L 1 l . DRAWING. IiI{ III �I II I I I' I'• ' I I I I 1 I �Illlf Illl�illll '' I I Il�!II! Illi�llll II IIII�I!II�IIII .� ( (1111 III! I . 11111111 1!1!11111►IIIIIIIII IIIIIIIII II{IIIIII Illllllil IIII IIIIIIIIIIIII1111111111 II!II!Illrr..,,ll!III !11!11. IIlIi1111 I!rllllil it l IIIIIIIII !11111!11 VIII III IIi!I!II!I!!IIII (I !! . !11111111!!111!1 IIIIIIIII VIII . SAY 17 ) 1990 --' Y I �n` e9 M�/Exit• �E / � � `-� L.�., S TA N LEY ' 6dj Zr ,A&3PJ-tA►VT Old G01•-+GQ�''�• GUP-b 60 A IN I. �- I �w�►-SPY ^P-G^ / v/ ,�� �s 4t 40 PFJ .UF�b f Of v • 17 L.•04 I+ , "� v ,1 ,f I -Oil r j / M r• I�":. ' �. !moi C f�00P M �'►�'I I Iii Qa ! r _ ir'/ r} I N N, M lY 1 ell Bul LDING I Ay I DN nfl� 1 � , . � ~ f , `��� 4 -� Wt� _ l - • 9 h/ `l� • I ),4 \ ' /Q VY 0. 19 _ _ tV u� ►iJ ' N ! . These notes are arrlt;ral to nature and d►'►- Ir;tc•nat►d t0 set mlrlluluui �,tarllra►•ds 1 �,r �.. !• �ONGp'ET'E I - -� _ �? _ Ii.. � I � '` ._ fAC '� \ / p- .. consShOw', ruction. irle drawing, shall gowerr over the yeneral notes to the extent 3 _ � �j I T - , / / ' ,• 4 VA Z. The Contractor Snell verify all uimenstu, 5 and conditions on diftetot,t drawings ---*-- ., and in the field aero notify the design dyrnuy of any discrepancies t,A'+or•e f n � proceeding. i'4fi 3-o - �' - ` � / ti o, n 3. Inspection and, ur fob supervision is not provided by this design dye+i,,y unless / '� � ���. � !' t � ° U+ V } � specifically provided by other contract. ; �, ,�' � W 2 70 v rli.r 4AXt\� =�;, 1 / ', / 4 Contractor to provide all nlecessdry temporary support for walls and floors prior (\ _ i � to completion of vertical and iateral load systems. / . a /, 1 CODES AND STANDAkDS _ . i, I , 0 �7 �' / -- W z 1 . ADS work shalt be in s►.rict compliance with the followingcodes ( ldtest edition) : 3 •*' �.� a is ; T p '� P _ "" � - - '' _ _ +'-'ra � F� 5, E.ii'rE=1Z �� a. ., .�!'1"- � , � 5H� ER � � p Z . � � � - r- t .�.,�' -.-�.._ -_ / � � �. D Q _n -.., f`' A. State and local codes (verify with local building officio] ) . I /�"+IIrO " � G '-v�' N'/.Q, ,g � '� 'q. 9; /! ; lr) �Q ,t9 Q I J b. Uniform Building Code. I �� Q , I rJ' y � �"'ti, �y� ,r / f' C. ACT , AISC, and NOS. iI' Z' ZfZ� b k/ x.,,'9_0/ _ t�4�, / Q UNDATIONS (Design sol ' pressure 130b sf plus 20% increase for h fi o f '�'`� �10rJ0 �` 'd a i\ �/c5, '' / /j� . ' y .�.__ 9 P P e each t o sidth i G,+.P ^ ^' �? over 12" but not to exceed 2500 psf. ) V outings to bear on fieri it t ' 1 � I . All f , undisturbed so and 1 '-6'• below final grad Y a o 0 0 i, `� +"' o- p;, / f �� 019 yl Notify design agency before proceeding if any unusual conditiovis are encountered --� u -= �x '�' �- t� in the footing eAcavations• �N 3►/Ilo'' �k-ilGi� - _ x4' - N\ /i/ %' '�- - . -- l '� �� / div 3TE�.L GORNEshZ � � �Cv -.\ 2. Do nut excavate closer than a 2:1 slope be;c'w tuotings . I N I E,A, C:OANE(L Q = �' 2b2• / r� / / ''`'�� � �'" o m ItY J 3. Clean all footino excavations of goose mate, el by hand. 2� i,,e,�'g �, � G `I I v // �C CS, lm, Q .IONRT 1 ,7i /�! Q C E E , ALT, SPACES MTJST bi,,4PNDORSED PRIOR To ` th Minimum concrete comprr%ssive strength to cw '-)00 psi at 28 days . Minimum cement -' JQ;. .� ISSUAIiU OF ILLING PERMIT content to be 5 sacks per yard. Maxifika �'Artip 4" except exposed 7or•1crete columns I -0u•��►� WP't't' -'iIF.S '� ?A c�G • l 1 � , � 41 � ti � � � C Q � Na ori ON h` ;;.,,, t t A1,TN.LNG DEPT. _ slump not to exceec 3 t __ _._- _ - - Place and cure a ' _oncrete per ACI code o e standards . _ o N. `ffy j', ` ;i, h � ti Date — ; ! L i IL P 1 r l p n t kir 7I" LL - f ��D POOL"' Tv CvNG. Q r 1 a� ,;; ;4,. �v 1 65L_iC WORKS DEPT. �. Provide keyed control ,joints in ell slaps ur, grade at 25 c.c . eacn woy maximum. --- I � - 3 � ;:' , u �µ s`. ti 4f } � : BY ----TDa+0 N Provide heavy (3/4'' ` tooled ,joints at 5' -11' o c , and 1/2" premolded expansiun joints � r - prV�Y Wt-ip�V 6101 HID �-i f � ��. � 1"`e� . r � BUILDING DEFT. 1 30' o.c. ,n all exterior walks and Slabs i ` �1 l Irl, �/ -f /1110 ^ f By _---- /,i.t(j J Mammom-' -_t , �� / )' TUALATIN RURAL _ REINFORCING STEEL i I d-.10t Z !� /� �p / (} / • - -------- - iii - Z4 ink/ � 4 1,: , J ,� � ,� FIRE DEPT. BY _ Date � _ All reinforcing steel to be A-615 grade p�. welded wire mesh to be A- ltSS. '' ' �, �r "n ,�� V. ', N` f CL ao An' \`�; tr A ROVED FO:Z COt.S:T2GCTI0N 7 V Z. niece all reinforcing per ACI codes and s ;ongdr.+S . °�' c '� 1�- TGA OI I / Y• '!, _ CITY OF `hl'GAHD 0 , lid © F v — �- Lap all continuous oars 30 diameters Riin,f�ur, g i -�, \� a 1 d Z �UUU - --L'2.~. `��p► / } C1 G �y � { PERMIT ADDRESS _ 1. _ d �) P r 1 i'� P�fLl<iIG o •fIOM W 00� � dl / ,`�� � �; , ,�,r.' ."' � r ,",, � N' - 'i y -J� All 1tanber series and grades to be as follows : �7 ,� •� -rte' •I N � `Git 1 ,`N� `; / i�: ` W N BY vArE In P g a � 1,- ✓ I P5 E� 's�•�E" � R. �GT CSN ,�;, � �' ,�, � v TITLE � A. Joists , btdms and stringers uuuylas Fir No. IX 6" nom.brans and stringers t%ougl as Fir No. 1 I 'I -OI IX i` . Bucks, blocking, bridging and misc. iouQ Fir or Hem Fir Nu . s -ti I " � ,.;;'•;''` 0 c. Studs Ooug Fir or Hem Fir 'Studs' ,ate -r A,. 40 + ^ d. Sills , sleepers , plates 6 nailing ��� Q 7 �i n � c blocks embedded in concrete. Pressure treated Doug I i r `'i' �'Mt1 Z6 +' - e. Posts jou4 Fir No. 1 GGNG• G.�F� GL)T +DE.N�.K- ' f. Decking 2'' 1 G HPmI k �. e� ' --- ;-- — _ -- _ v _ Y & uc C>Jmm ia] For 1 �` �"'=g= •^.r PIC& ever S' -F� Two-Sped continuous. �r"3�]' AO'•-p° 3J ; :Co' ::✓P-!5 I..N�. 27q.v' - ... .::! ` ', t y. D P' y0' , t ,+i ! }} `�yl p+:, G ,I,Is11T 1 y f r /., I' ✓�' Qi V S is N Ali other °,ame or contrc,. led rantibm Q � ..0�r-�© TY Pr✓ 7N Idy,.1F,• Ir r� S E AAc.A ,W �, �G�RalS� '. All joist ell 1)tdws framing into ( nut bed� in,; un! Teams, htadet-s, 111 1i1'�11•t �,hdll - ti`s "' ' ",a, l'^ il�H ` " ,�µ ,� N ` dj _fA �j ,O �� 6.i. i� V . VP " type " ip " i tuist or bedru hen rr.• . AiI / k 1 it x 3t�� f be supported with ' U L e Sin sun or �� +.d1 ri EI = ' It."'� N t�w1AA� ;, 0 4v tS.Q u's t IJ t'.i 111 ' ECS Ea ' ICaSf+•�r� 5. 43Y� dud nest footingconnections to be made ��ith Sii1 Son post ca and %✓ --`/P C7N PP•UF'� 5 fZEL"�' 1 :, „ C , , rh w ,y/ n / P P f t ba t' . r ._r_ I u i ,, �1 „ hl` / °n.• ;;/ A�D�3f�r' �+0 2,eq,p e joist and rafters at t1 1 ," J. Block solid b twt'eti j d t 1 walls . Crussbrt°llf ,, : ! (1 iliax . ���Q l J O.L . , g I � G✓�°..� G u '( �f✓-rte I L_r � 1 '� �w,a,., / ,,.% /� ��'N V6GA rr� Q r�•"7o s i��810.�F !s�.�°� � �,/ W Q m DEQ'D Z L.LJ at 2 x lc ;yl k n±,'"�': / /r'. / / `� SUPPIi��D pP•P,IG•IN0 .S � 4. All plywood to be standard grade with eitter•ior glue. Minimc;nr pr wc11„I +Idilrnq Hct i'� �' 2cJ'-00'' . � �'' / ✓O,apif..i0 �G�B m --v = com. at 6” O.C. at edge and 12" o , itrterineLlidte bearings . ln!,tdll rut,f drld tl,,,l► / 00 � \ / �• r r SSNU�BERO� Q L- ILJ sheathing with face grain perpendicular 't, supports. Stagger ,joints PIywool! I . U. / `� �. \ / '� ` .5 t ! / 10S' STREET ADORE U Building must be com U Z i ndex for f 1 dors anu roof - 32/16. See na 11 1 n %chedul e. �' / LOB SITE PRIOR TO FIRST CALLED plated <( oC y / I �� �' ' I: according to r.-ity codes and �/ '- Glue-Lane Beams : Uouglas Fir/Larch unless other noted. F-2400, exterior glue, / - % final ins camber 1 1 ,12 x U.L. unless shown otherwise on plans, AITC certification. 1 / -i4_ _ i / / INSPECTION SO THIN ITppIS READABLE occupancy, parpoction made befurr� Q„ Q TRUCTURAL STEEL N ► / �� J \ i C-I Y OF T'IGARD CL 1 . All miscellaneous steel to be A-36, fabricated in accordance with RISC. �� r4!!✓ �.� �d 2. All bolts to be A-301. �. \\ 24'�o.D' �:_ �4d'•• � s / ,•.� --� �-�'' � / `` � � f- PROVED F(a? (;CNSTRI!CTICIN DATE 3. All wedding to be with E60XX or (.70X1( electrodes in accordance with AWS. 9,� �-- . 4S' .,/ 1� / CITY OF TIraAF�U `• PERMIT 1. � ?-- SiTE ADDRESS/_- IG-c� O P"',�'r'I,,,,.� !:J!-:�r 24I 19 1� ��: ,` '• `'� / N / B`l y ITL_E --DATE/ 61 GENERAL CONTRACTORS ' SOB-CONTRAC- v��ieiTr OF THiS PERMIT TORS frig Ja HAVE CITY BUSINESS LICENSE iS CONTINGENT ON APPROVAI or t t;�DiPS1RUCTION AS REQUIRED BY AND ALL NECESSARY CiTY PERMFIS PRIOR Q�z 415.,E ' TO PFRFORMINA SERYICa. !SHEET rV0. 0 P N 1.OS limbo- 71 I irWtw.cw,aRO.+,Rwl!'+�etrwr?aXfvNu'.+.+ r I}r III r I I i r e(! r r III I t i I I ► I I(r 1 r I I P r i r(r r 1 I I r I 1 i�r r r i(( i I i I i r I i I I ( r f�l ( r (I l i r r I I ; r r r I I I I I r � I I I A i I r I I i I(I I ( i I I I I I I i ( I I _, .-+. ,,,....,...._..._._...-._,a....,...,."..•: ., d 1 ' NOTE: IF THIS MICROFILMED L I I III ,�, I L I I I• i I I I I I I I I 4 6 I _ `�f I I DRAWING IS LESS CLEAR THAN ---•• �_ _ THIS NOTICE, IT IS DUE TO THE QUALITY OF 1HE ORIGINAL g Z Z LZ Z 4Z Z Z T. 1 Z �8I !3i[ L I i t I ,I t i I O I 1 8 8 L 8 4 ► 1S 6 t M DRAWING. ilii IIIIIIIII IIIIIIIII NiiIiilllililllili IIIIIIIII IIIIIIII III I IH iIH I I I I I, I I I I i I II i IIiIIIIII'iIiIINiI filill.il iIIIIiIli11 chill IIiI�IIii IIIiI 11 Ii + (I�� Ii t IF I I III ILII ILII I►II I IIIIIIIII IIIIIIIII IIiIiIIII IIIIIIIII Iililll(( IIIIiIIII IIIIIIIII IIIIIIIII IiIIIIIII.IIIIIIiII IIIIIIIII IIIIIIII AYM 17 11990 1 • w n., s I '•�' /a"_. �, v •, ,�� Z - '5/a 2)K(o CIE .,"(t �Ois"''5 � -- } - -_ ,r ? __ a/a � /9.'' 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III ► l � I,IIIIIII IIII Il.11llii�llll ilill.iil IIIIIIIII IIII Iii II. �IIlI IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII MAY 17 1990 t ;lY ... ..........A. r 71 ��!� d �' -ago S�.T►�NO ��•+ S�,s�� _ •,1j.� Iyl rl - -�,� - w►•F-rte`' °.,E,''p`IN 5Yf-1N0 A P-F. 'o �� �rJ`► t,� h\,�_ , ..� ✓1 N G ri r� `���7 h� -•� �• U AGTu E� a3G Fes. DN Cir, •- 5/8 � '"'� �'' _ � �- �/ " I --. i�'' bATT I N by✓�►?i d N vti) I � � _ , ' co to I - - LIQ s W v p CL 1w, O/G n I 12" 'J N Oi:,�-•V.aYr �-I T pN ! i i , ; �(� S Q ��•� SST :An � � pT � ��n � J ---�--3�/�'' �a.,--r �5�i,�Tl o►-� ,.r I 'ii�j 5 VI-01©/G� oN A4 1009 � �UN I ,� � o�TG FST( , I _ U 1 ISI � c I � I I I 9 �� p N riT � I I t J rt / A � - �. 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' I • � uJ 4 � 1 i I I CiE- �1. /ATI C7►.! �— '' f�J —" N ii; SHEET NO. Q F i N3693A �t Co►urM:car co :.:., .-.. Owt I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I ! I I I I I I ( I I III I I III 1 1 1 1 1 1 1 ! I I I I I I I I I I I I I I I I I I i l l l l l l l l l l l l III I I I A ''°'""""r"""`""""'""""""'"'"""'a" – �----^'�-�.•w+���-� a I NOTE: IF THIS M ILEA ILMED THAN DRAWING IS LESS CLEAR THAN � THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL 6 - iN DRAWING. 11 _ iiiiliiilhlilllillllllliiiilliililiilillIliiIli iiiiluiiiiiiliiiiiiiili�iii�i��l�l r . MA1 10 9 0 T. 1 � N 4 o - - � I �` O lop -81/2. 2 -(J 314 er I �) 1 1 i vA 0% % mc i; II G,,U I w I j CO -All �� r 15LJITS '' C ' I , I � CO 8 00 GF 21 C7 0 6 F _ ,-- T i N M v �,' — 13 -r' 8 I I + -- ¢' G 4 - G' '�* 3 Ci'' - �'' s�j \i I i Y { � �, 0a _ I I GFj' h l mr 1•�A`iv i �' a (L I oN ! / ./2'' (/�11P!�'O C,a . �qQL _ ✓��i t I i l 0 0 6 F N 10 x ' F"G i N'(' GNB lcb? zI M�R I r( LU Ir w rJ I U I I I r�� GLS t►�!i'( f►�C K 8a W z 4° 14 2 13 - - - �- - ---- 5 U c % i J E'D ° !SCJ \ I II ap 6 1= ►tr _ I _ - -- � ,o >< c G o 0 o K N" ,� ! 2 rr LL J J I I I A.�E`'1''r•I�,Gtii ,Oi LE. S;Urx.. � CraP.��I E' _- � � T L,-Ty aF FI Gr f c� l IIGO gF I Q ' u !n N � W I , GENERAL CONDITIONS A. I .A. Document A-201 April 1970 Edition 0 IQ ! Code: Uniform Building Code ; 1976 Edition, G'. Aluminum windows: Anodized Bronze fixed sash with insulated glass. Guarantees: Workmanship and materials for one year. Gypsum Drywall : 1 /2" (gypsum board except where 5/8" U.L. fire rated if indicated. Excavation: No excavation below bottom of footings . Backfill in 8" lifts to 95% Medium orange peel texture at walls . compaction. Acoustical Treatment: 24" x 48" noncombustible Class 25 f Shasta � 11 r r o Design as distributed Gravel Base at Slabs: 3 4 minus to 95 . compaction. by Owens Corning Fiberglas or approved. y ( Paving: 4" gravel 1 1;2 minus crushed root compacted; 2" asphaltic concrete. T-bar suspended system to have maximum deflection of 1/36U of span. White at exposure. i \ � Sloue to drain 1/4"/foot minimum. , Concrete: 2500 P.S. I . Protect from freezing. Resilient Flooring: Use .090 sheet vinyl 72" wide in pattern selected by Owner. Use `\ t Exterior concrete slabs: Exposed aggregate finish - salt. exposed slab surfaces with 1 4" rubber cove base throughout. O 314 minus rock - tamp and bull float. Carpet: Selected by Owner. Allow $9.00 per sq. yd. for carpet, pal and installation. \ \ IJV 00 I I Expansion joints as shown Base: 4" rubber base Fl intcote or equal . Framing lumber: Doug. Fir or hem Fir. Painting: Exterior wood - two coats Olympic stain - color by Owner. _ � � � � (f) 131 , 5,R In:er for Finish Lumber: �:D V.G. Hemlock. 1 Exterior Trim - match siding color - ,:iedium gloss - one coat primer - one coat W �•�— ! Cabinets : Pref inish modular. paint. O Glue Laminated Beams: Industrial Grade f 2400 P.S. I . , Interior walls : One coat primer, one coat low gloss enamel - off white throughout. ,J V Q \ Built-up-ri)ofing: 20 year bondable with mineral cap sheet. flood trim: Stain - two coats sealer. ,� W U011-00 J UJ � r I Tile Roof: "Mon Ray" black over 1 x 2 stripping and >#30 felt. Toilet Accessories: Handicapped grab bars in one restroom as per Code. Watrus 4 - lZ tt ! n Exterior Siding. 1/1" Plywood ' rough cut 44' at rear. or equal . 1 O1 �/ Ex.ter for Brick: liodular unit. Mutual Material or equal - 3/8 concave mortar joints : One chrome toilet aper holder. C-fold towel dispenser for- each restroom. r 1LU I3rick installer to sial brick. with two flood coats silicone ,ogler. Protect Water Heater: 40 gallon glass linod. v aluminum when cleaning brick . �/ Vapor Barriers: a15 A.S. felt at exterior walls heating: Heat pump system with individual thermostat for each tenant. Design and installation of s Q +�30 A.S . felt at roof system by licensed heating contractor. insulation: R-11 at exterior walls Electrical : 2. x 4 fluorescent drop-in fixtures throughout. Ne J R- i9 blanket (2 ' x4' ) at ceiling. Supply exterior lighting layout with \ 9 9 y provision for fascia sign and free CL R- at perimeter footings . standing sign illumination. Owner selection of specialty interior fixtures. Metal Flashing: Minimum 26 GA . prepainted gutters and downspouts . Design and layout by licensed electrical contractor. DATE I ° I Caulking : Caul, all exposed exterior joints with color coordinated caulking . Landscaping: Bidder design to Owner' s requirements . -^ Aluminum Entrance Doors: kawneer narrow style 190 with medium hronze nodized frames T 3 ; , � i 2 3/4" width at head. Weatherstrip all doors . ' Wood Entrance Doors: Mulino panel doors or equal --fully weatherstrinped . Stain with I two coats sealer. Seal all edges . See elevations for style. H.M. frames . NOV � ��'79 Interior Doors : 1 3/8" x 6' -8" H.C. flush stain grade Ash doors with wood trim. �j�-OF1 -7 1.011 iZ1- 10 '/41) G - U;3'4" 1.3-0� Prehung, prefinished doors and frames optional . ! t Louvered door to he 1 3/8" x 6' -8" Hemlock with louvers top and bottom. Hardware: Oil rubbed bronze at exterior wood doors . 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