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7130 SW FIR LOOP-2 11 y , April G , 1979 �.Llton cTzith � . . 0i-�tITC111Z 00120 G2,41TI0N r • 621 .� . �. :1orris on ?ortiano , Or :;=,on 97205 SDTZ 7-79 - FOPCE, 4 CeTi L l.m:-ien : Please be a"i STAFF RJ',PORT SITE DESIGN REVIEW April 41 1979 Tigard City Hall 12420S ."4 . Main Street - Tigard , Oregon Docket : SDR 7-79 - 72nd Business Center Location : 72nd Business Center (Varus Pa-.=k) Lot #7 Applicant : Smith-Ritchie Zone : M4-PD ; Planned Development approved S9-77 . NPO Plan #5 designates the area C-P . Proposed Use : Office-warehouse , a permitted use by S9-77 exhibit "B" (adopted by Ordinance 76-37) . Parll-Ang : 2100 sq . ft . office 6 spaces required 3800 sq . ft . warehouse 4 spaces required 10 total spaces required Prevlaus Action : 1 . On kugust 3 , 1976 , the Tigard Planning Commission approved a commercial- office park planned development and attached the following conditions : a . The signing program for the entire park be subject to Design Review Board approval . b . That 20 fees: along S .W. 72nd Avenue be dedicated for the future widening of S .W. 72nd Avenue to arterial standards . c . An agreement to participate in a local improvement district for the improvement of S .W . 72nd to City Standards to an arterial street and the same type of agreement be attached to Lots 9 , 10 , and 11 to bring Varns Street up to City local street standards . d . A covenant to the deeds for Lots 1-8 , 12 , and 13 be executed prohibiting access to S .W . 72nd and S .W. Varns Streets . Lots 9 , 10 , and 11 , which will have access to S .W . VaLns , shall be restricted from having through access to the internal street . e . The setback from S .W. 72nd Avenue be 40 feet with a ten foot in- trusion allowable for no more than 1/3 of the lot width , if no other feasible option is available . f . A ten foot wide emergency vehicle access be provided along either Lot 10 or 11 on a pedestrian path or to be constructed with six inches of base rock overladen with sod and signed at both S .W. Varns Street and the unnamed interior road . oft ..I • � iii � � i iii iii iii iii iii i � i � � i s � � i � � � i � , : iii i � � iii MICROFILMED' ii�!Ii � i�i. i Jilli Iplil � ii i iAi 111111 i1 NOTE : IF THIS JL iiiliii iiil �5 i i i I DRAWING IS LESS CLEAR THAN - - - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Z 44 Z Z � Z IZ Z I I Li i I i Si I II I 6 S I L i Ill! l{II IIII Ilii IIII IIII IIII IIII IIII IIII IIII 1111111 IIII Illl IIII Hll-IIII IIII IIIIJU E *Zq N ) 1990 Illi IIII IIII6I IIII1111i 9 IIII..;" !l,�I IIII IIII IIII Ill! II! ll�l SII Ilf? IIII IIII Ii�l IIII IIII IIII IIII Ilii Illl�llilllill IIII Iill IIII 11IllIIII III111111 "11111117111 Ilil IIII 4 0 A4 � •�;.. �.. .nw�Mb(iF+Y...;. .. �c _" .._._.,,..-aowwnMM.��I p __..... __. ... _,,.. ....�: .........._•«.......w � , ,.r. '. .. �- - `- _. � +Il�r+._. ._e�G7Exatfa,a;,,,,,C'� t�1..Y- �'..'W:-.ww,,.r.�--....��..►. .y_ ... ._ � __ _ ..,_ _. . - _ / - .'p+� 'w�"'w�"' now i SITE DESIGN REVIEW April 4 , 1979 Tigard City Hall 12420 SW Main Street - Tigard , Oregon Page 2 SDR 7-79 g. The internal street with a 20 soot pavement width be constructed to Cit; standards for commercial streets and signed for no parking . h . The bus turt).Allt lane be dedicated and improved as part of the S .W . 72nd Avenue local improvement district . i . Wheelchair ramps be constructed to City standards at the northwest corner of Lot 12 , southwest and southeast corner of Lot 13 , the northwest and northeast corner of Lot 1 and the street median . j . A five foot utility easement be provided along all lot lines as deeded . k . Access to Lots 1 , 5 , and 12 be combined with adjacent lots and access to Lot 9 be combined with Lot 8 . Access to Lots 14 and 15 be provided on the north and south , respectively and access to Lots 1 and 13 be from the internal road , not the entrance way . 1 . The storm drainage and retention system be approved by the City Engineering Department , Washington County Department of Public Works and the State Highway Department . m. A street opening permit onto S .W. 72nd be acquired from Washington County Departmant of Public Works . n . A street lighting plan to City standards be approved by P .G .E . o . All outright permitted uses allowed in the Commercial-Pr-cfessional (C-P) zone be permitted and as a conditional use (according to Chapter 18 . 72) , small-scale , limited research and development types of non-polluting industry of the following types : ( 1 ) Research and Development Laboratories including experimental , testing , and processing facilities . (2 ) Manufacturing and Assembly of Electronic Instruments and Equipment and Electrical Devices . (3) Manufactur-ing and Assembly of Precision Instruments , Tools or Devices . (4 ) Trade , Skills or Industrial Schools . (5) Publishing , Printing, and Bookbinding Facilities . 4 i P Y - _. A .�.. A AWE- �. - . .. ,,^.� I f I ( � I I I ! I I li � I ' � I � � I � � I � ill Ali ill illi ill ill ill Llll I ` II ill ill IIS 1 1 1.41 1 ill 1�! I i �. �� II I ill ililililili ill ill ill , NOTE : IF THIS MICROFILMED1 2 4 5 DRAWING IS LESS CLEAR THAN - -- - -- ----- 1r Pi IS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL_ E Z L 6 p L 9 Z 8 Z L Z Z 4 Z � Z Z � � Z Z 6 T I 1 I I �'t E T i I I I 4 1__ _�_ DRAWING. Illi U,IIIIiIIIi IIIIIIIIIIIIIIIIIlli III) (IIIIIII IIII (ill IIIIIIIIIIII ILIIl.iIIIIIIIII IIIIIIII IIIIIIID,, ,,1..11111 II�I1111I111 Ii If�l l �Ill lt�[ IIIlilli IILi IIII IIII IIII IIII IIII{IILI�►,IIII1111111IIIIIIIIIIII1111IIIIIIII1111illiIIIIIIIIiIII IIII Mr: 1. �r SITE DESIGN REVIEW April 4 , 1979 ' Tigard City Hall 12420 S .W . Main St . - Tigard , C::egon Page 3 SDR 7-79 (6) Manufacturing of Medicines and Pharmaceuticals . Pr All remaining aspects of the development be constructed to applicable health , subdivision, and zoning codes . Site Plan and Architectural Review: The applicant is proposing to build a 6 ,000 sq . ft . office warehouse on Lot 7 in the 72nd Street Business Center (Varus P« '-k) . The site plan provides for building and paving to account for 607 of the area and landscaping to comprise 407 . The single story building complies with the setback, height and lot coverage requirements adopted under the original subdivision plan S9-77 exhibit "B" . (adopted Ordinance 76-:J7) . The landscaping and parking plans are satisfactory as submitted . However. , provision needs to be made for an irrigation system. The submitted plans provide for no pedestrian walkway as required in the original subdivision approval . The subdivision plan calls for a 4 ' paved walkway to meander through the periphery of the site to provide pedestrian access . No signs have been proposed . It can be assumed that the owners will want some signage which will need approval of the Planning Department . The exterior of the building is to be mostly pre-cast concrete with same pre- formed metal roofing . This is in conflict with the building exteriors approve ? with the original subdivision. Specifically, prefabricated metal and pre-cast concrete panels are not allowed . The Planning Staff, however , has no objection to this type of construction in view of similar construction of other buildings in the park . Section 18 .56 . 100 permits the Planning Director to approve such minor changes . The drawings fail to show elevation plans for the South and East sides . Since these sides appear to be markedly different from the N .W. elevation plans shown, additional drawin swill be required before final approval .ZION ,..a i a � I SI I I I I I ! I I 1 I � � l_J 11 • NOTE : .� 2 4 5 IF THIS MICROFILMED ! DRAWING IS LESS CLEAR THAN -- - -- THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL Z $Z L Z Z 99 Z Z Z T Z Z I I L I I t �6 TS L 9 Q ► �, Z I � +rw • :�- -- DRAWING, Illilllllllllllllllllllll�iiIIIIIIII (IIIIIIIIIIIIIII.IIillllllllllllllllllliilllllllll�llTill .IIIIIiI�;� IIIlIIIIIIIIIIIIIIIlllllJUN 1990 �IIlfillllllllillllll111111IIIIlilllllllilllllll ,IllII11IIIIIIIIIIII1111IlliIIII �IIIIIIIIIIIIIIIIIIIIIII v �F; NIF � ......... ,. _ -• -fit .: --- - .. '' ,ter .. SITE DESIGN REVIEW April 4 , 1979 Tigard City Hall 12420 S .W. Main St . , Tigard, Ore . Page 4 SDR 7-79 Stp.i f Recommendations : The Planning Staff recommends approval subject to the following .onditions : I . Planning Department approval of exterior materials . 2 . Planning Department approval of an adequate irrigation plan. 3 . Provision for the pedestrian pathway as set out in the original subdivision approval . 4 . Planning Department approval of signage . 5 . Posting of a bond to secure completion of the landscaping , in- cluding the pedestrian pathway and irrigation system. Written by: Da Approved by : 1 oward Pla n ng Intern Planni Dir ctor M s.KPT, _. ,�1,•:'a"-a � - "is .. �. _... � ,,,,' � .'"� a �..e...n.�a.-_•. _. .. {" -:'"' �_ Y� '"J` .- __,. ' ili ili sli ili ili ili ili i � i Ali Ali ili r� i ili il � ili ili ili ili ili ili ili ili Ali i ili il � ili Ali ili i i i i i i i i i i i i ili iii i I illi 1111 i 1 i i i iii i i , I I I III I I I . i � J I I I I I I I I NOTE I F THIS •� I I I � S 1 2 4 5 � � 101 11 � • DRAWING IS LESS CLEAR THAN - -- - -- --- - ----- _ ` ' THIS NOTICE , IT IS DUE TO _ THE QUALITY OF THE ORIGINAL DRAWING. E Z 8v LZ Z 4Z Z Z � • Z TZ Z 6I T LiY Si �► t ET I I t I 6 B L 9 4 1► E Z I ,. Illi � i1111"'i"IT111111,1II I� 11 illi 1111111 ll�l III 111111111111�iILIIIIIIIIi�����►��ii�l 1111 1111 1111►fill lilt IIII Iill lilt 1111 IIII III! Iill 1111 1111 1111 ilii illi JUN11N:'j11990 A �♦� f . wr 1 .M.. 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',NO�tt`� �<� Tµ� ' f'•E•�IGv OF ONE `fE�,tZ �Cltl Irlc� l.�l�L GEF T�� ,N ,ulA-T-r4-<N L. AC7 '-e" lL Low c -- - - �--���_ 1/ I ! G1 - �Tp�"T IG TI G� l,5f+AL. l� Gtzl -�'T'IvN 1L1 _.� .� f3 - Z. '72. L.,,7T 7 S F= 1 %ATID'J r ArJ .-��ti �� c � LO��+T,�t� IM C.GT 1 ANDA I"OfZTIDN �U : C,I f, ...V� CSF LOT 'L, VAfZN� ��C- -�"�, S•E • %4- Z F=1 JI,�H A►JO oFZ �G���l1Lf: G,T GON��rKUUT101J -T _._... _ y.N 47SGTIrN 1, -T- Zt�. K- I W, W, M • �•fT`r A�l� D- A1�5 l'F TI(,MArZID, A4' �U1I.D!N A GilrG7IO'J� A Df�7� L5 GCiU� T L�^GaID - - - - Ir- Get ZOX, vr�ZEG1el A5 RX,-F;L.E5C.-r5. % ',51L.A �-JG) As4 0 .A I�F�oi�'�rz't�Y Z-,ONE ) -STRl T SLA r.! �-.- ANPRUVEp FOR CONS JC ION I V5 'TOTAL ej) G'cf<F�A - 'LO, OC�7 ���. F��; ' CITY OF TIGAFD G•2 5 TtZ��-�'�I f�aV Dfr�A s3 �f�. /G'r:.af�AL DT�II.� `i-07�L_ f�SulLDlr-ICaF,o. - Lv DOO >e�.�7; LE 0 .7�� SITE ADQRE53_7�, 0_. (�, � ' L_AN ��c:�Pl►.IG-� 4��% eF �;I` �e _ IT!_E__.__ s Q f��/I f`-1 L� �N t� r�IZ►V E�� Sheet No. KILHAM�TATION[11T•/RtNTtNe�'•PORTLAND,O•l100M IIII III III III III III III I III III III `P I III III III III III III III I I III III III Ij,I I III III II I I III III III I I IIII I I �I III ��� III ILMI I III III IIIIIII III III III I • , NOTE: IF THIS MICROFILMED ( I I I I I I I I I I I I I I I I I� I • �"f I 1 2 4 DRAWING IS LESS CLEAR THAN ___—�-_-------�— THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL 6 8 L 9 9 f C S l Till DRAWIIJO. III . JUNE1 � o t 9 it v- - ��� _.. „rte-•. .a -++-• - , Al r-. = T Y -7,11 . >•o - j , - •' r i .'�. / r' .n' sv. 'd =u,S'R j'M . - I T.T., � }`•r � _ �`4+��',;'�S "i ` / r..' �, �•t r. k.. , .-+^- ', 1r,�. .Y '^P��qMT -u .. .�1 Ya'� i = :� t� ., - I ,1 ,"�'• . . tk a r �, .� �:. � •. i••. �r•r ,•.n i Pi� t L."it'- • .'.Y .h- i0 _ ����u ,Ah." r _SPECIFICATIONS Dt'VIS ON S METAL Pon Base !. . DIVISION I GENERAL Steel-A-36 . fabricated in accordance with At3C seventh edition. Shop prime with grayling Continuous 4" rubber, top set , (flat type where carpet is shown) Armstrong, or equal . Y ,theme specifications are _ chromate. p general in nature and are intended to set minimum standards for '1 m terials. Workmanship shall be controlled at good quality by the general contractor. Carpet Welding Ay certified welders , use E60XX or E70Xx electrodes , com l with ANA s Contractor to provide all necessary temporary support for w. 11.s and floors prior to com- � comply pees . pletion of vertical and lateral load systems . Lees or approved equal , nylon Armstrong Pennant fibre with static control , face weight 26 oz/yd. Dolts - ASTM -307 with standard plate washers under all bolt heads ane. nuts in contact with primary backing synthetic, secondary backing jute , install with tacking strips and metal © I; Design Criteria - Roof live load 21 psf (snow) wood . I E edging where exposed for a complete and even installation. (by owner N . I .C . ) Wind 25 psf (basic per c1. F3 .C . ) Drilled anchor bolts to he "paraholt " , "kwikbnit" or approved equal . i Seismi,- Zone II Acoustical Ceiling System ♦ Concrete to Wood Anchors Allowable Soil Bearing 1500 psf I �- - -- "--- Armstrong Minaboard by Armstronq Cork Co . "('Ortega" pattern, 2 ' -c)" x 4 ' -0" vinyl with Codes and Standards " Anchor bolts 1/2" x 7 " ra 4 ' -0" o.c , or as shown on drawing,& for sills of exterior walls . washable latex paint., 5/8 " thick, metal "T" bar , exposed , pre-finished white . N (maximum spacing unle foss otherwise noted) . e,se 1 /8 " x 2-1/ 11 11 11 � — "2 Ramset at 2 8 o.c . for e ---.----- 1 a. Uniform Ruildina roder. -- 1976 edition amended by the State of n;-exon sills of interior walls . Paintingo_ s b. All other local and r ,atP building codex . Connectors 4 � Manufacturers: Pittsburgh, Pratt & Lambert, Miller, Rodda , Fuller , Sherwin-Williams, Dutch Boy. motions and _Alternate Materials Tie sir-cps , framing anchors, hangers, stirrups , column Daps , column bases to be "Simpson" All colors and sheen by owner. Conform to U. B .C . flame spread requirement . Contractors may submit or as detailed. Prime coat miscellaneous steel . All Joists or beams framing into (not Bxtlrior: Ferrous, h (omit if shop y proposals for use of alternate materials and methods for approval . bearin on) beams headers o► g galvanized metals : Prime one coat rust inhibitive rimer, p Options shown on the plans may he used at contractors discretion. Allow minimum of 7 days g girders shall be supported with "u" type "Simpson" or equal primed) two coats oil base paint . o e joist or beam hangers . Fully nail accordinq to manufacturer s schedule . Z 3 w o �for review by architect/engineer . o� Exterior Concrete: 1st coat - acrylic latex flat , 2nd coat •- acrylic latex flat . general Conditions Fxterior concrete will have a 2 color paint scheme. v d ' DIVISION_ 6 CARPENTRY a. General conditions as published by the American Consulting Engineers Council , NSPE and �`- - - Interior: All gypsum board, except water resistant: Two coats of latex paint (one coat on C3I 1978 shall be part of the contract , the same as if hound herein . Copies available Lumber species and grades to ha as follows unless otherwise noted on lana : warehouse side of wall) . at engineers office. , (WCLD or WWP Rules 16) P Gypsum board water resistant : First coat pigmented primer and sealer . Two coats enamel . C b. Modifteations to General Conditions : Interior concrete surfaces not painted . 0 Building permit from the local buildinq official and the State Fire Marshall. . All other Joists, beams & stringers Douglas Fir #2 unless otherwise noted Wood Doors, Frames an,. Trim: 1st coat enamel rimer N permit-.s, fees, licenses by contractor . 2nd coat semi-gloss enamel 6" nom. beams & stringers & Date g O DIVISION 2 SITE WORK p Douglas Fir #] 3rd coat semi-gloss enamel Iia las Fir All bidders for work under this division shall examine the site . The site shall be -accepted Hocks, blocking, }�ridginq & mise. Dougor bettos' Metal Doors and Frames : spot prime as necessary two coats exterior latex . -6 in its existing condition and no claim shall he made for any condition not shown on the Studs C " drawings . Douglas Fir "studs' or "standard" NOTE : Color of metal register, grilles and electrical cabinets, metal conduits and pipes 0 Strippir�q 2 x 6 studs to match adjacent surface color . #2 or better N � ryDIVISION 11 FINISH HARDWARE L concrete Sills, s] epers, plates & nailing blocks in Manufacturers L1J `- Fir Doo – — Specific instructions on gradin<I and compaction are on the site plan. Pressure treatedg Pi wood to be standard grade with exterior glue unless otherwise noted on lana. Butts - Lawrence, Locks - Schlage, Cyli,ide�rs - Sr' lage, Closures �- LCN - Roxsor . Flush bolts - Q C Some surplus materials may he stock sled for use as to soil in areas to be lands,--aped .cd . M.in nod l p I >es , Stops - Corbin, 0 P Y P P P plywood nailing 8d com. at 6 o.c. at edge and 12' o. c. intermediate hearing. s Thresholds and co, Exit De, ins - Vemkn, Pushpulls and weattP0-Teipping - U _. Any organic materials or rubbish to he disposed of off site . PlywooC! T .D. index for floors and roof 32]16 or as otherwise noted . pemko, Pushpulls and kickplates - Cipco, Exit Devices - Von Duprin. EXIT �LAi�M-pt?eX O CL- Any roof framing for special nailing and plywood thickness . v7 _- All hardwares to have chrome finish: All locks and latchasts to he plymouth design, all butt (� Excavation Glu lam beams > 2400 psi , industrial a 06 hinges - 1� pairs. Q appearance, ATTC cerification, water Excavate for footings , piers and slabs to sizes and levels shown or required. All over- — waterproof adhesive. L1J U r� NG, I A 16 Hw•-TYPE 5 ��� NO. 7 A , 4 _ _ U excavation shall be batik-filled and compacted as "engineered fill ' . 'lean all footing ex- Nailing - Framing - All nailing shall comply with URC table 25-P, nailing schedule. U i cavations of loose materials by hand . Do not excavate closer than 1 -1/2 : 1 slope below base 'L C-YI IND1�rZ 20 nIG - II& �2.v II/2 t-'AIr7 E741 a'1`T�i C3�' 4101 P 4Vz , •4 j','- NZr �• rJ ' - of footings unless approved by engineer . Stock ;>ile subgrade materials to be used for fill . Treated Wood - Wood in contact with masonry and concrete-pressure treatment, federal Spec i [�'AL 4 P. F3`7 t��Gh �uF'r'L.IFK) I t xl� ,��, F1.1 L3G H wZCY E Existing on site materials may he used for fill under buildings and paving only if adequate TT-W-556 . TWolmanized" or J.W. Baxter chromated zinc chloride . I �%"fl-IN pe•K 20-0 21 2(� --� - Q moisture control is maintained . On-site materials are fine grain and moisture sensitive . 1�tW. -T-111lE 2 r1r,11e NO, QA L-1- LL- LL Q _ I G L1014 F-tZ 4114 - -- Unsuitable materials (peat) may he encountered in the site grading and may have to be re- DIVISION 7 MOISTURE PROTc,CTION AND INSULATION ISL �i�lt`. t�u�l"I�j 418) - Z(iD ,4�ZX4�2 I "fLiRl��.�F�JL.D I Q>I AV moved at the direction of the architect . _ _ --- - lp Guarantee - two ears written { A -5rD :,F:L c. 1if� Z',!1- �::� Y guarantee on all roof_nq and accessories . I {�P +•%' ;%Z ?Z Filling and Backfillinq I 3A Fill : Under all buildings and paved areas use off-site materials , or on-site matorials with Flashing, Downspouts & flutters - 24 qa. galvanized and primed for painting. i-{W T-fP� �J -r7001Z NO, proper moisture control . Batt Insulation !"AIR F. -rr 15e-- 41 OI - X 4%2 l LATS-L•i G�IG �% - Gl���,_ (f LG, Select Fill : Immediately under paved areas clean crushed rock 1-1/2 maximwn size with less ` Ceilings to have R-19 Fiberglass Batts with reflective foil toward inside of building . ` I 4i--G .. Eh 41112 A-tAM , than 5% passing sieve ( free draining) . rase under Floor slab to be on-site materials (sand) . Use only full length (B nom. ) pieces fit into Benkly panel. Fit neat and staple all 4 sides. 4,- 1%Z ` �,2- Top Top Soil : Natural topsoil suitable for growing plants and ground cover . faulkincZ and Sealant 4-)'vV. -1�fr';: ¢ !l A, Compaction: Install materials in lifts not to exceed 8" and compact to 95% AASHTO T-180 . Caulk all exposed exterior ioints above grade. "Thiokol Poly sulfide" sealant as HWLAufactaced ' 1�� F;-NK CALL T"T" (spa ¢101- 2h p 4%ZX4yZ e - Compact backfill against walls etc. in areas not accessible with roller with hand operated by Thiokol Corp. Provide backdrop of vinyl or butyl in all joints ®ver 3/8" . 1 L-41 K MIVA�:,Y A40 5- Gf�13 .^21' r' Z '/+ P-t-, O-G La mechanical. compactor. Built-up Roofing Asphaltic Concrete Paving - I `a r4'F' ¢� ) I/Z G> 3ZD I, 15 year bondable, U. L. Class A or B by Owen-Cornin Johns-Manville, 9. Certainteed olr F'l intkote ' Proof roll subgrade to verify. stabili'ty. Remove and replace with compacted suitable material or equal . 3 ply roof with white maneral cap sheet such as Owens-Corninq 315 NM (D) . all soft spots encountered prior to :ockinq. Install 'roofing in accordance with manufacturer ' s recommendations . DIVISION 15 MECHa•►NICAL paving and base rock . - Mechanical system including all heating, ventilation, plumbinq, storm drain, et, to be bidders I r I"I e.F:i9"zMEn �tt'E rlNl���P-D, 6,^- V-BEAM W/LAPF-.D -:5M1TN- design. Design to meet all nodes, regulations and ordinances and to satisfythe following . Base - 1-1/2" minus crused rock. Weed killer to be applied to baserock < r olio lnq . pp prior to paving. I"�v�iG7�,��GL.OF•,• ��'R�, TT;�•u►Zc_ �+ �'A , F!t11 �m-1 �_af,-� ��,••_� u, 1r.1; ,.��.,, rte,'.•,•'-�� ;!� I�•J �.!„p�GD�NG.E Submit location and capacity of all equipment for engineers review before starting work. Asphalt paving to be Class C mix (OSHD) , fVz." Wi-fi.+ C " NIFZD�v� I=•�'�� UrJp�Fi� DIVISION 8 DOORS AiBD WINDOWS WITu MarelFp�GTufL K• r'F��pMMENGIATION�. Slope all asphalt paving minimum 1% to drainaqe. ------ Offices: Heating and air conditioning 0 0 Traffic and parking strips to be 3" wide, color white. Solid Core Doors Desigtm conditions - winter 700 inside 0 100 outside 1/4" summer 75 inside @ 90 outside 1 CI11t^. so d staved lumber core, type 1 , as manufactured by Roddis or approved equal . � Roof flee package unit or split system. DIVISION 3 CONCRF.TL See Division 11 . Gas or electric i.s optional . Individual meters and piping for gas to each office General _ Hollow Metal Doors and Frames location. All work to comply with ACI codes and standards . warehouses: 400 inside @ 100 outside: Frames 18 gauge with welded corrmers and anehorr� to suit wall structure. Doors o s 20m ga ise flush Thermostat locate on colv]at1 7 ' above floor. ^ ' panel bonded to non-warpinq core. Morticed and reinforced to receive hinges and locksets, Locate all unit heaters slightly offset from beam lines to perinit wall install&- ty Tolerances: Floors : t 1/8 in 10 ' -0" . Walls, columns - 1/4 " from plumb. factory prime painted . Amweld , Steelcraft, Republic or as approved . tion under beam. Reinforcing Overhead Doors Locate heaters .or equal distribution of heat through out space . 1 Provide separate piping with 50% additional capacity to each unit heater location. All reinforcing to be A-615 grade 40 unless otherwise noted on plans . Steel sectional doors, 24 qa. 2" thick , flush sectional, vertical lift. Rails to overlapo.: Verify weldability of all reinforcing to be welded. Lap all continuous bars 30 diameters . be rabbeted for c,wplete weather tightness . Counter-balanced with torsion spring. plumbing: Provide all fixturr!a shown. All fixtures Amelrican Standard or equal . j Provide corner bars at all corners and wall intersections to match horizontal reinforcing. r Locking device - (lead bolt each side. Each tenant location to have individual water heater. \� i Wall xeinforcinq for precast panels to be as furnished b Provide service to hose bibbs with capacity for tenant improvements . y precast panel manufacturer. Finish - Zinc-coated and factory primed . I Concrete Mix Weatherstrippinq - bulb type at bottom. Locate hose bibbs in underground vaults . Chain to be smooth link type without DIVISION i6 ELECTRICAL sharp protrusions. _ �1 y Use type I cement, per ASTM C-150 unless otherwise approved. Minimum properties unless ! Electrical system to he hidden design. Meet all codes, re n Z otherwise approved. gulation. and ordinances d ances minimum I . Strength Cem/Yd. Slump Admix Glass_-� criteria is to be met. Submit plana and fixture information for review. Floor slabs (28 days) -TmTn�' V T 5 3000 psi 5 . 0 2"-4" Pegzolith 1/4" r solabronze, Im-ade 13 at storefront. Use tempered glass as required by codes and Service : tt` regulations . I"tZUiI�E 1Z,01" 4-' 4' ti �,L �'Nr�•'c II, ^� KL",LE Each tenant building m U Slabs (exposed to weather) 3000 psi 5 . 0 211-411 Air Entrained leaser space to have individual metering. Entire complex to have 1 service and meter I Walls/pilasters 3000 psf 5 . 0 2"-4" for house Pozsolith loads . Hardware - See Schedule Section 11 . Lighting: Footings & -nisc. 3000 psi 4 . 5 2"-4" Yard lighting fixtures as shown or approved equal. Wire to house circuit. Soffit Finishes Storefront - Kawnper- 450 series or approved equal , Medim.un Bronze, anodized, aluminum. lighting fixture as shown, wire to house circuit. N Doors - Kawneer 1 ('c series or approved equal with complete hardware including locks , a. Interior slabs : Steel trowel with surface hardner. cfosPrs , and push--pull plates . Fixture Schedule � -- b. Exterior slabs : Steel trowel with light broom. _ •--' E._ LIGI1.17"I,�l�� ►�' C. Top surface tilt-up panels: Steel trowel . DIVISION 9 FINISHES r d . Formed concrete: R<�move fins , patch voids , fill holes , brush with water . -� ! Gypsum Board .Tointe ' 1/2" gypsum wall board ( 5/g type "X" of firewall where noted) U .S . Gypsum or Peaiser (lypetum. � Provide control joints in all slabs on grade at 25 ' -0" maximum Pacn way, unless otherwise Water resistant in rest rooms . 1 . S . Gypsum or Kaiser trim at all exposed edges, corners, and shown on drawings . Provide heavy (3/4") tooled joints at 5" -0 " e.c. and 1/4 " premelded es shown on drawing;s . "PerfaTape" at joints , sanded in finished areas . expansion joints at 20 ' -0" o. c. in all exterior walks and slabs . e► e� Execution All forms and excavations to be wetted before placing concrete. Sheet Vinyl_ Caution: ground forms will require considerable wetting if weather is warm and dry. Sheet No. Cure slabs and panels in manner compatible with architect finish . Shall be Armstronq (orlon or approved equal . Tnstall as per manufacturer ' s recommendations . Follow manufacturer ' s recommendations on curing compounds . Colors to be selected from Palestra Pattern. 1 KILHA"OTATwpms"r 1 pNIM146 CO.PORTLAND.0"640" trs-^- IIII}III IIIIIII 111111! VIII I IIIIIII IIII I' I IIIIIII IIIIIII IIIIIII III{ III IIIIIII'.'IIII I IIIIIII III I IIIIII�III VIII 11111111111 I �I�III I� IIIIILI P IIII IIIIIII IIIIIII IIIIIII III IA, .1• ,, • , NOTE; IF THIS MICROFILWDTHAN DRAM I NG IS LESS –�--'---'---- ' ---�------------ -�---- - ---- E.,S CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE O;2IGINAL 9 ^'j7— DRAW I W3. I ' 11 JUNE IIII llll lilt Iliilllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIlill Illilllli Illililll I!Illlitl IIIIIIIII Illllllllr; I!,II IIII�illl IIIIIIIII Ililllll i��i li�lllll IIIllllll Ilill(III IIIIIIIII IIIllllll Iulllili IIIllllll Il�Illlll IIIllllllillililllm lllllllll liltlllli Illlrlll II • 1990 - r 44 top _—_---_-•_� ._..___ 01 04 z QUI Ge ' S_ . O q) L LIJ U--- ,; 4 *. . ____.�,_ _ --KEEN& OWEAR. 4 ^^ r, r CL_ !f14- %4+ 'feNlr. 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'�K�CTaRAL MOTES .� GENERAL . . .l,Z�ju.� T:`TFese notes are general in nature r�' err intended to set minirrnim standards for cy;nstr►rctiun. REINF_O_RGJNG STEEL The drawings shall govern over :he general rotes to the extent shown. 4 v 0 .9 4'K 3=¢" /G" M i. A71 re orC,ng steel to be grade 60 excevt ties and stirrups Brack A0. 2. The contractor shall verify a; ; J ,pensions an+1 conditions on different dtawingt and lr the. Welded wire mesh to be A-1P5. field. Notify the architect of a�,+� discrepalncies ,*fore proceeding, -��—^ 2. Place a]1 reinforcing • � � 4 4�D`� ,�'=�" /aj" w g per ACI codes and standards. 3. Contractor to provide all neces� iIry temp)rary support for walls and floors prior to ,Wm- - --- ----�- - --- ---- 3. Lap all continuous bars "-^ diameters minimum. - - -��- -- Diction of vertical and lateral ]oAV system.. G' 4 40 ,4 .�'1 MOOD • � 'S AMO STAN RDS All lumbers cies and nodes to be as follows: q 3'-D"'>R 5=�"' I ��` b'"- �5 'r IV. 1' g won so►a be in strict cac,pliance with the following cod s: �]] — a. Joists, beams 6 stringers Douglas Fir 02 a. Unifirm Build-in., Code 1976 edition _ _-----..r _ . - .._- ... -._ - .._ .._.. _ 6" now. bears S stringers Douglas Fir ir1 A l« �l i .f , ; — - — _ _ 111 c. 6_ „ S �r �►G _ 0* A .t y u9 b. All state and oc, bu lc ,ag code,. --_. b. Weeks, blocking, briling braise. Doug. Fir or Hem. Fir t3 SIT WORK � 1 c. Studs 2 x 6 OF /2 - 2 x 4 DF studs WE all organic atiter�4l •:►nd top soil from areas under the building or under paved areas. d. Sills, sleepers, plates and nailing i Z. Fill material to cimsist o,", & free draining granular material . Place fill in lifts not to blocks embedded in concrete Press. treated ik,uglas Fir exceed 8" aa>d compact to lOG" standard AASNO under footings and to 95X standard AASHO user $. All ,foists or beams framing into !not bearing an) beams,, headers or girders shall be paved areas end floor slabs. Supported with "U" type "Simpson" or equal joist or boom hangers. 3. Select fill material under slab to be b" layer 3/4" (-) crushed rock, or coarse sand. (� 3. Carossblydge at 8'-0" mraxirauMa o.c. for solid sawn foist ccstditions. FOUNDATIONS (Design soil pressure MO. psf). 7- ` 4. Pi.Yii000 to be standard grade with exte.v^for glue. Minimum plywood nailing Sd cora. at 6"o.c. � All o tings to bear on firm, undisturbed soil or compacted fill minimum 18" below final O CJ at edge and 12"o.c. intertradiate �>fir g. Install roof sheathing with face grain per- grade. Notify design agency before pra-eedirg if any unusual conditions are encountered pendicular to supports. Stagger jointu, Plywood I.O. index for floors and r000f 32/16. in the footing excavations. u- � See roof framing plan for special nailing and plywood thickness. 2. Do not excavate closer than a 2:1 slope beiwa footings. S. GLUED LAMINATED BEAMS to be lamimted from Douglas Fir or Larch, per RITC specifications 3. Clean all footing excavations of loose arate,'),+1 by hand. 2nd certification. Fb a 2404 psi. CONCRETE AND SCELI.AM£Oli5 S . 1, n�mum concrete r; Foa�DATto�1 P1,4N. ompressi:e strength to be 3000 psi at 28 days. 1�ooP FR.AMirJa steel to le� a r Gated in accordance with RISC seventh edition. Minimum cement content to he 5 sacks per yard - except slabs an grade to be 5-1/2 sacks 2. All welding to be by certified Helder&. Use E60XX or E70XX electrodes. per yard. Maximum slump 4". 3. All bolts M , e A{-307 unless otheMse noted. Provide standard plate washers under all 2. Place and cure all concrete r ACJ codes and starAard%. bolt hWs &W rwb ih contact with mood. 3. Provide control joints In all slaos on grade at 25'-0"9.c. each way maximum unless otller+eise shown on the plans. Provide heavy (3/4") tooled joints at 51'-g"i.c, and 1/4" prearolded L expansion joints at 201-0"o.c. in all exterior walks And sleds. to Sheet No. ' A ill illill illllli lli iii i i { li iii III i iii 111 ill ill ililili I � I ill iii iii iii i i ill iii Ili ij � iii ilillli I i I I i III 11 I 111 doll i iii iii fulfil ill Ili Ili 1 `'�""''�."''•�^ ""' .•;''S='' f 11 I Ih I ( I 114 15 I Ik I.. . 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