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Specifications JUN -14 - 96 FRI 08:33 LU FAX NO. 5036843622 P.01 4. / ig0 sw 97 4V E... LUEY ARCHITECTS FACSIMILE TRANSMITTAL . 11945 S.W. Pacific Hwy, Suite 301 June 14, 1996 Tigard, Oregon 97223 phone: 503.684.3622 fax: 503.684.5999 c —__ OB: Tigard Elementary School Remodel Tualatin Elementary School Remodel 06 #:- -9523& 9524 . TO: ( -6 Mr. Jim Funk City Of Tigard 13125 S.W. Hall Blvd Tigard, OR 97223 • PHONE: (503) 639 -4171 FAX: (503) 684 -7297 FROM: 9 Jim Wright CC: We are sending you the following: iJ . _ . I : 4 . ... . _ P 1 copy of 2 page(s): ICBO Report #PFC -1694 For your records 1 copy of 1 page(s): MKE & Assoc dtl, re: Fixture One Hour Assemble For your records • 1 copy of 2 page(s): WDY Engineers, re: l7. V. structural calc's For your records NUMBER OF PAGES TRANSMITTED (excluding cover): 5 If all the pages are na1 received, please nt tify Luey ,4rchirects. REMARKS: 1. These items are in tefercncc to Tigard Elementary School, PC3 -95C BUP96- 0146. 2. The ICBO Report and fixture protection is what we propose for the 1 -hour corridor ceiling assembly in Building A. 3. The structural calculations are in reference to the structural details we submitted for the Unit Ventilator supports. , JUN -14 -96 FRI 08:34 LU FAX NO, 5036843622 P.02 • . , tinternat of Bu Officials L-- r'RESEARCH COMMITTEE REPORT ftaport NO. PFC -1G84 '' ' • F'ebtur y. 1980 T1 L, T1sl, tJ TJ /St} AND II. TJ /60 OPEN WEB JOIST C. Till Open Weir Joist: General: The TJH open w• JOIST C J/50 AND T joists are similar to the TJL open web joist. They alt; COUt- T J0 IS ORPOJ ION posed of two 2x6's for the bottom and two 2x6'; for the twr! 7771v BOISE, IDAHO CH 83 BLVD. . chord. The two x6's are in, an upright position with tint„ wide axis in the plane of the scuts_ . Connecting t The we members are connect..; . I. $ubjeCt: TM, ?1M, TIN, T1/50 and TVJGQ Open Web to the -chords with 1.1 /$ inch O.D. .iGi inch wall tabu ; Joict (tensile A 60A00 pFi mitt) pr 3 j4 ch sand to pins made from - H. Description; A, General: 11te above Ole Warren web ASTM A.307 bola stock (tensile = 6apaa, psi min) held it. _ trusses with structural ~rood chords, steel tube web members place by spring clip washers. . and steel pinned connections. The truss is fabricated in the plant in a manner similar steel tubing of war - Steel Tube Web Members; Steel welt members are made to that used for the Ti L open web joist except that the piss% t front sold roiled elecitltally welded various are forced through the webs and sherds with an hydraulically • diitrnteleis and wall tlrlekricsses as terfobed tot specific installs, driven frisson, The 'I t also stresses the chords together 41,a darts. Allowable values are given In Table I. The tubing is forces on the spring clip washer. L1.TJ11 Open Web Join: General: The TJII! open web Fabricated from flat rolled carbon sheets of structural steel joists are similar to the TJH open web joist except that the having a minimum yield point of 45,000 pounds per sguate top and bottom chords consist of two upright 2x4 in�t, inch. The web ;panther ends are swaged flat taxi. contain holes nie and the solld steel plos.(tensile = 60,000 psi loins punched for the pins by die stamping. see Sf 8•Inch trod I Lich diameter. Wood Chords: The wood chords are MICRO+*LAAM , E, T)/S0 Open Web Joist and T3 /60 00un Web Jose,. laminated veneer lumber ur itreSi graded auuctura1 lumber as • General' The "11/50 open we joist and T1 /60 open web joist set forth In Table No, 25 -.1 -I of die Code, or stress graded are Wat,en web trusses with MICRO= f.A,bi laminated vcnee Structural lumber as set forth in the Trus Joist open web joist chords and noel tubular webs, The webs are connected to t stading rules. The lumber shall be marked by standard grading clouds with solid steel ;arts. 5/8 and 3/8 - inch diameter for the symbols by the symbols shown in Table No. IV, or by hand. T1 /SO open web joist and 3/4 and 1 12•inch diameter for r: - _ (Occasionally it is necessary to cut a board into shorter lengths TJ /60 on web joist. All pins are solid, made from AS - I st _-- and the grading symbol may be Lost. In these oases the board A-307 bolt stock (tensile = 60,000 psi rain) except the ..3. - shall be marked hi crayon to replace the cut off grade mark.) Ittclt pin which Is made front A SIM .1.440 bolt stock (I 2 _0,0„ • 1 Additional restrictions are imposed on the stress graded lumber psi min). TJ 150 open web joist and TJ/60 open web joist and st,eugt}r reducing characteristics are not allowed at finger ' represent chords 50 and 60 mutt. deep. joints or drilled areas in tension members of all stiles and corn. The wood chords are spade of AI1CRO.LA,M latniiic;ta pression members of the 1J11 open web joist and TJII open veneer lumber, each chord consisting of two members side b5. • web joist series. Sound lntetgroivn knots before and after side with the steel web inserted between them. Each tnem' i drilling up to 1.1/4 Inches In the wide (sea may be permitted has die glue lines vertical. The tension chords art co,utirnio_a in drilled areas of the TJL open web joist compression chord. length, The compression chord may contain finger joints. Oilier type knots or holes exceeding 314 -inch are not permit- F_ Tension Connector: General: The tension contrtc,''. . Led to the drliled,arcas of Tit. albeit wort jotsl is a variable density laminated veneer component designed ,,, Wood Chord Design: Wood chords tare designed in splice wood truss structural ntenibers used in tension. Densitl. • 1 accordance with recognised crtgineeripg principles, cation Is obtained by adding pieces of veneer in the arce. Allowable design stresses for tttacltine stress rated lumber greater deansity.is required. The entire specimen is,t[ic/L coin. and b11CRO =LAM laminated veneer shall be as set forth in Pressed under heat and pressure to the desired chlelcne5s, fit. Tabu No. IV. nondensifted portion is connected to solid sawn wood nun. B. TX Open S>rab Joists: General: The TJLu n web bets by means of approved finger joints. Denslfled portions ,,,t A f the assembly are spliced with steel plates burgled on either joists air fabricated with either parallel chords, double - pitched side of the wood member and connected with bolts. . top chords, or tapered top chords and range from 12 inches to Design: The MICRO =LAAI densitiied laminated vcncct 48 inches deep. They are spaced front 12 inches to 48 inches , ' lumber tension connector is designed as follows: on center with sheathing materials nailed directly to the top chord. Ceilings may be dire— sly attached to the bottom dtotd, Bolt Dc,iting in Wood 7200 lbs_ per sq. lit. or applied to stripping or suspended. Tile wood chords eta Tension in L�cnsified Net Area • 2700 lbs. per sq. i.l. Single 2x4 members installed in a flat position. Tension in Nondensitied Area 1970 lbs, per s.l, le, • The chords are routed to a width of 3 /8- irtels at the large The bolt end distance a shall 60 not less than 4r1 . pin and 1 /4.in ch at the small pit through the wide face of the e = P piece. They then are drilled through the narrow face at pre- I2250r :� dettnuirted' panel points to receive pins connecting the steel whichever isgreater. Where f • thickness ofeonnectormeasured tube web members_ The drilled holes arc equal in diameter to along the bolt. P. load per bolt and d = diamietet ofbolt. Steel I; the net sizes of the pins to provide a driving fit. The web satin- side plates and bolts shall be designed according to the Code. 1, - bers are inserted In the touted portion of the chord and pins G. Des ;rs: Olsen web joists are designed its 3 . :torlans-e • ' "� inserted through the drilled holes to eng oc the web menthe/1. with recognized design criteria. Allowable load on v'ob stern . 'Connecting Picts' Connecting pins art 3 /8- irttlt ASTd1 hers, allowable wood bearing load on pins, and chord section A4419 -b0lt stock (tensile =120.000 psi tour) hear treated and properties at pin locations are set forth in Tables Nos. L II S /$•hash ASTa1 A -307 bolt stock (tensile = 60,000 psi min). Ill, and :V, respectively. . JUN -14 -96 FRI 08:38 LU FAX NO, 5036843622 P,03 01d "dial . : Paso 2 of 6 a « di AA' air)4 L x 4 0 N"fg 2- .e d c ' d•' e:[ : /ate: Rerrr( NQ. PFC.-1094 f ��r ; 9/ -- �.•..,.,..,. 1 . H; One :Hour Fire- Realtglve ko iftelling or Floor Ctiiin, 4. A double•wood [loot as required by Table No. 431L /' ngi. ard•.Lssignr� thefo,iFollowing' Ceostruetterse l,f,� of the Code or a single layer of 314 -inch longue and groove `t * „ . ate Wood, ;.4.*etuired.,by r+ble•.No,'43 y 1 wood Moor sheathing or plywood roof sheathing a sre ' � :.f p Y $ P Y $ 9 uif if ( proWded,witlt� a•suspended cellineof S/8 -Inch hick ! by the Code Is provided ever open web joists spaced 24 inches oat s 2 foot or 2 foot *4.foot USG Eirecode Auratnn A la , on tenter with any approved ceiling system which will provide _ S• : eaastieal; board stipporied' by''an ' approved exposed Mire; a 46 I -- rrtinu to finish rating as defined by Section 4Q7 of the Code: .1•„iiatail suspension attached to cold rolled tarrying cban ' ''.. • nclriapaccd no over 4 felt on Colgeranatallod 'oVer'therag�.. _-._ , - , . •' 'Al board I inch thirk'4 pounds per cubic USG Tha,t ` - fill:T ence StibiiiTitedc' The'restil aE loa tests ,on.com•• ' ?. (i tnincred Weal batti;`Light Cutures having a maxirnnrri'si i �;1}p � tt • fell° alti : lo ad'fzst ,On, joists are submitted �, k ., feet by 4 feet may be installed provided the aggregate atrlas ' . �.,, ' . uf :fixt do no exceed square feet per;100 square fcet;cl'. FI . - . d+l%b and protection Is as specified for tent shaped proteoUla a tViibrees tell Report No:'233I :In addition, ceiling openiiigl7o •, ; IV- Findings: That the TJL, Tlif, TIM, TI /50 and Ti /60 . i4dlffusers'rip to a maximum,size of 12 inches in diameter are *• open web joist as described in this report are alternate `gtttlawed "Providad openings ate protected with fire dampers a nd methods of construction to those specified In the Uniform c. ajc a=aggreg,, areas, dp_rwt exseed:I l3'square • inches per 1100' , Omitting Code subject to the following Contlittop ,, . , s. ,' . • Lid; fee ,of' ceping:::7'lte. distance •frgm tn- .the • botto.of,.04. , .to the soffit of the'eeilin shall be at least 10 inehes:s"� r I. The open web joists arc fabricated under a quality 2. A Single layer Floor of 3/4 -inch Tongue and control program with inspections by Timber Products Groove Plywood or S/8 -loch thick plywood with 1.1/2 inch Inspection, Inc. (AA -507). - lightwe.ig tt concrete is provided with open web Joists spaced up 16 24 inches ors center. 2. Ilia open web Joists are designed in accordance with A ceiling of two layers of 112•inch thick type X this report. • ' -• gypsum board applied id the bottom chord- The fist Layer of • • board shall be attached with 1-5/8 inch long type S screws 3. The allowable loads or stresses do not exceed the t, placed 12 Inches on center. The second layer shall be installed values set forth in Tables o. 1, No. jl, No. 111 and -- with the joints -staggered from the first layer. It shall be No. IV fastened with 2 hick long Type 'S screws spaced 12 inches on 4. Increases fi • tenter in the for duration of loading as provided for field slid 8 inches on center at butt joint. )e G sciew, 1 -112 inches long shall be spaced 8 Metres on ' wood Members and their connections may be usert In er, 6 inches each side of the butt joint. The second layer accordance with lirnitations specified In Chapter 25 -t Jo :— srtiii be finished with joint tape and compound, of the Code. • • When used as a roof ceiling assembly, the decking 'may be any wood deck as provided for by the code. when 5- Top chord shall be designed as a continuous member joists are spaced more than 24 incites on center, the ceiling subjeci,to combined axial and betiding attetsess. . may be applied to stripping spaced 24 inches on center attach- • ed as described above for attacd to the joist, The strip - The bottom chord shall be designed as an axially • ping may be 2 inch t 1 inch construetfon grade Douglas hit loaded tension Wier bet when ceilings are directly lumber for spares up to 5 feet attached to the chord with ►Ad applied to the chords or to stripping not more than • nails or metal furring strip attached with two 1 - 44 inch fur- 24 inches on center and the ceiling load dues Hot ring channel screws provided spans do not exceed those for exceed 10 pounds per square foot. For conditions ; . which the given size, shag arrd ggauge hasjieets.0. r !tcktesi „� more severe than this, it shall be analyzed and design- . .3 ayerri f loor .,of$3 /4- incl►-+�Tottguccia t cd as a cou[irtuons member subject to combined axial Groove :plywog4 is pjoxidcd.yklthopcn'wcb joists spa e ed 'u1i t and bendhig stresses. • -' . Csiliti 1!13.- In t n nth liri 6_ Deflections are limited as set forth in the Code using. rdrlat T;ta'.th : oists :ite :s ited..24ehes, Lid beam formulae and considering the full areas of the canter;_ rustic, stripping.soaced.:24 :inches:ort• centei'•festened -' top and bottom chords arid the modulus of elasticity , matritb;1.518 •inch lung types drywall.screws located 6 Inehes,trarfar assigned to the lumber used. J termite' a end 'joints'aatd :8'duchcs on center in • the'fteld, ^ln, xsddition; an- approved exposed fire- rated. suspended ceiling 7. Where a one -lour tlre time period is required • alruim is' Installed, beneath.the gypsum board ceiling; 'a inittl• : construction shall com ply with Item 11 (11) of this own ,of .12 ,itrcl,ies: grid systent trithv report: .. Quo;. 7? '""S�Y4'f$siranixed``sierw fastened . .to she.furring,:ot , 4olsis with inch long flathead'hanger Light Datum. . All two member chord open web joists must have proteetion'cortsisrs'of 6 larch wide pieces of ceiling grid panels lateral suppor i to each member of the compression 19 'feet Ioug'.for' the' sides;and' 2 feet long fox the ends and a full , chord at least every 24 inches. Each connection shall , __ sgrid panel placed on top. Gaivanizcif steal duct with a 12.irteit be capable of transmitting a 75 -pound horizontal . :,diameter steel diffuser opening without damper and a 6 it '121 load. Sec figure No. I for the TI/S0 open web joist • • inch re lurrr air Opeiring are pe, for each 200 square feet• and T1/60 open web joist, • . "ceiling. Ceiling panels may be 5 /$•itch USG Auratone Fire !lc or 518 -inch National Gypsum Sblidtade Fire - Shield.; 9- Allowable end beating loads shall be limited by coin- e '.. blorrcombustible insulation above the gypsum board' pression perpendicular to grain of the suppo may be designated R -30 or less; S. ' ' member and shall not exceed those given by Table V. , ad. • " When used as a roof ceiling assembly square edge plywood meeting the code may be used for roof sheathing_ This recommendation is subject to annual re-examination.- JUN -14 -96 FRI 08:42 LU FAX NO. 5036843622 P.04 JUN .11.1996 11: 02FM �� • `+ �' L 1/2' ACOUaTIGAL CEILING PANEL WIT4 TYPE P ,.� RATINCs cONSTRuCT WITH • Cod NdILSON «' ci_1+IT�fz� 3° MIN. CL.EAR frFi@O1 STRJCTLiRE 51.rpoRT WIRES MEW g�1 —' 10' MAX. 1/7" I.161-IT FIXTURE MIN, G FIXTURE ONE HOUR ASSEMBLY F.2 NO SGALE DMiGNEO e, hT, r' MORO NUMBER M ?-6 QpA'"" III dI �►. :QSfass�, Lem G CH ar I Canso Favls.e APPROVED 9Y ni sri tr r w Arw�r i 2. �oMtriE /3m) t�fMM P71Y 1�l t�•re� ge rsraN oA1� ofcrc a-•0 • JUN -14 -96 FRI 08:43 LU FAX NO. 5036843622 P.05 6•--1 -1996 12.34PM FROM WDY. I NC 503 +7683929 P. 2 • iiiW/1DY • WALKER / D I L O R E T' O/ Y o U N I E, INC. CONSULTING STRUCTURAL ENGINEERS Job "r"lC tip i ,, LE {_ *IVI !.V .fob No. Sheet Na. tm�'� Client L'' Date I // G By 12,AJ . ; ' ; I Principal; , - - - -. -' - -- � - - - -., ......:... ...., ., ....... ,..........--- ... + -- - - -- - - - - -- ,., ,, ... .. . L� R(J�ierr A. Wacker ; -fit Dale J. DiLoreto . 1 ` 1 1 ' � j Q � � ` t f W de W, 3k ,. j i I _ G44) , 4 3 , $ *1,014 I � � E � ' rtssQaFa� � _ • • N T.. Cole G. Prest!°urs y : -- i - -... - - ' - - - , .. . „ .. .._ .— - -- - -' - - -- . . , ,. ' ].... -- i- ! I .._.. - .4,1..E � I -- -- 5 . . �i o I� .� I I I . ..ph ....,..., i ,. ,.. ....,.,. .....r.,..„ ..., .S. =i . c.. sx.iis . -� .. �4...7. ( r.. 1 _3, „, I P , 2 pop �/ _ ! , , OREGON 6 4) "iG ' � A9. *.... -- .: - . . .. ;_..ak•.I' - ..`7.5' ,/s.i,.,s►_. : �, O� 17:' .E�i i I , . A , • •“ ?rk......., .. ;.„ . .mow.. I I k) 12 !.., .., .. - :,... i..... ...!.. - L. . I , .. .!.. *-/ji,. .177..i .. ;O.( 1 -W-eic.,e, : !,0 !4- . .) � t b�. (4.0 ' , . , _ '^ ��1 3 �i 0 , 6420 SW M i 'ad vo • i i f I ",. ' ( " _ r, , Smite 860 i „. a ,,...; .,., . 3'arrlar>rl. OR 9720; I � ,. 114- . .. `k'` z.6 r ;¢ ,�.�, . ,. . I 5031768 -3930 l - ; ......... _ I a.. _._ ..._ .._ JUN -14 -96 FRI 08:46 LU FAX NO. 5036843622 P.06 -12- 1 996 12 : 35pM FROM WDY. I NC 603 +7683929 P. 3 iiii WD Y • WALKER / DILORETO / YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS ' Job - C ____ -� _LF 4 — D r= - Job No. Sheet No. Z.04.2 Client , Date V (, By mod/ . i : ' i . i f ' 1 i I • • I ', 1. Pruiaipalc .. - — I Robert 4. Walker ' , ><2 J` • „ �. , C” i Dale .I. Dturuttr ; Wade W Yaw;e f ,_ } — ._.,... ' ,.,.,,. ...........— . 1 L. — .1,-- ..'.._. PL) .. ... - .._(_ - - ..._.... o- � ...�. �, �. � �'z��±�4,.. ‘ 14! �� r , ,. � , I ! 1 Cafe G. Precthus 1 ".. . . U`'-- J. „� , u . ./ 01, . • o i j I • i 1 ....n.," 1 ._. _._. __..._.... ._ , . . ! fi.. . - ,fie � � � ; f ?,. ±�..I��.�jr 41 S (�� I , X1 1• 'f L _ 1�I r � T { I , 1 i 1 I . f i , i i I� , i � '� S' y �i c s1 v Z I . • i I ; � 1 �� • ■ I i i : f E _ . .. . ...... . ......., f ..� - '�tws�...8,zx� 4s� ate. • I . i. ., .__... _.... ..... ...' 1 . p ■ i i I _ 6420 S Macadam , Suite 360 .„ ,, ._.. ._.b...._.......; .;. , ' H F_.. -T- _ '...._, ,, .. ., .. ; , Poniard, OR 972W . , �AAX 503/7!58-392$ J . f 4 i r 503/788 -3930 _ _ _. _..._ A . . i f• I I . I I 1 I SECTION 08000 DOOR SCHEDULE DOOR SCHEDULE - TWALITY MIDDLE SCHOOL DOOR FRAME DETAILS REMARKS NO. SIZE TYP MATERIAL GLASS FINISH MATERIAL FINISH HEAD I JAMB I SILL aG Q W H. N f� Q E- F -' N O c, L1 F .. E..., . , U a F, 3 w I O w a 3¢ ¢ tr Q W 8 7 J U e4 >. H. - E- cG 7 C .r� w E2 E- (7 ' C7 W O ni CG F. ` O �" F- D Z w D v 3 v p w 3 w E- ¢ o v O c 0 z w¢ w a o z ,_ 4 LU Q J (A , ¢ Q ,_ w v) Q SEE SHEET A 8.1 FOR WDTH. HT. THK. O O e Q W w H Z 3 H a X W W a DETAILS u. A -16A 3' -0" 7' -0" 1 3/4" B X X X X X 4 4 10A 20 2 A -20A PR 3' -0" 7' -0" 1 3/4" B X X X X 4 4 90 9 A -20B 3' -0" 7' -0" 1 3/4" B X X X X X 4 4 10A 20 2 A -21A PR 3 ° -0" 7' -0" 1 3/4" A X X X X 8 8 15 A -22A PR 3' -0" *8' -0" 1 3/4" B X X X X X 4 4 20 10 1 A -23A PR 3' -0" 7' -0" 1 3/4" B X X X X X 4 4 20 10 A -34A 3' -0" 7' -0" 1 3/4" A X X X X 2 2 20 3 A -35A 3' -0" 7' -0" 1 3/4" A X X X X 2 2 20 3 B -28A 3' -0" 7' -0" 1 3/4" A X X X X 2 2 - 13 TWALITY MIDDLE SCHOOL TEMPLETON ELEMENTARY SCHOOL MAR 96 TIGARD/TUALATIN SCHOOL DISTRICT 23J 08000 -1 SECTION 08000 DOOR SCHEDULE DOOR SCHEDULE - TWALITY MIDDLE SCHOOL DOOR FRAME DETAILS REMARKS NO. SIZE TYP MATERIAL GLASS FINISH MATERIAL FINISH HEAD I JAMB I SILL v) c; O w • O p _ F - , - w Z a ¢ o v) x a a a a o j w¢ 3 w E- O w n . >- a < w Z O U .a c4 E - J E- X W u] Q O E- 0 ' CD w o a 0 C7 0 E- Q z w c v) 2 E-. [z, v, F ZZ d o U v w Ez n 0 r 3 u o 0 0 z c a' ' v� 0 w 3 Z w [] ..a F Z -1 E- E. H Z O O w w ..� O � a n w :3 3 ? 2 � _ 2 Z w w cn Z a SEE SHEET A 8.1 FOR ��' c4 WDTH. HT. THK. cwn O O2 a 8 w w F Z 3 H a z w w a DETAILS c. Z B -29A 3' -0" 7' -0" 1 3/4" B X I X X X X 3 3 20 2 B-31A 3' -0" 7' -0" 1 3/4" E X X X X X 2 2 - 7 B -32A 3' -0" 7' -0" 1 3/4" E X X X X X 8 8 - 7 C-21A - - - - X X X X - 16 C-21B - - X - 17 C -23A PR 3' -0" 7' -0" 1 3/4" B X X X X X 3 3 10B 20 11 E -9A 3' -0" 7' -0" 1 3/4" A X X X X 4 4 20 12 E -12A 3' -0" 7' -0" 1 3/4" A X X X X 8 8 - 14 TWALITY MIDDLE SCHOOL TEMPLETON ELEMENTARY SCHOOL 1\ L 6 T ^ 'ID/T` T , 00 TRIr " 1.I mss - 0 I ri w - w SECTION 08000 DOOR SCHEDULE DOOR SCHEDULE - TWALITY MIDDLE SCHOOL DOOR FRAME DETAILS REMARKS NO. SIZE TYP MATERIAL GLASS FINISH MATERIAL FINISH HEAD I JAMB I SILL I I W W H ' U a w¢ 3 W W u w o. > 3 < ¢ z W H U Z .a cC >- I : -a E- Wr� Q O ® E— '. . c7 W p D U F- D D F.- u. 3 3 p o „p o o z 14 ¢ w o z , g 3 2 a .a a F" W -a F' q LLJ o a -) �� 2 2 Z ¢ Q -a w H v) z - SEE SHEET A 8.1 FOR P4 WDTH. HT. THK. ch X O O � e U -<- , � H � 3 N a I� O w w a DETAILS w x E -24A 3' -0" 7' -0" 1 3/4" A X ; X X X 4 4 20 3 F -2A 3 ° -0" 7' -0" 1 3/4" A X X X X 8 8 - 18 F -3A 3' -0" 7' -0" 1 3/4" A X X X X 8 8 - 18 F -11 A 3' -0" 7' -0" 1 3/4" A X X X X 8 8 20 19 F -12A 3' -0" 7' -0" 1 3/4" A X X X X 8 8 14 F -15A 3' -0" 7' -0" 1 3/4" A X X X X 3 3 20 3 F-19A - - - - I X X X X 16 F -23A 3' -0" 7' -0" 1 3/4" E X X X X • X 8 8 - 7 F -27A 3' -0" 7' -0" 13/4" E X X X X X 8 8 - 7 TWALITY MIDDLE SCHOOL TEMPLETON ELEMENTARY SCHOOL MAR 96 TIGARD/TUALATIN SCHOOL DISTRICT 23J 08000 -3 i SECTION 08000 DOOR SCHEDULE DOOR SCHEDULE - TWALITY MIDDLE SCHOOL DOOR FRAME DETAILS REMARKS NO. SIZE TYP MATERIAL GLASS FINISH MATERIAL FINISH HEAD l JAMB I SILL cn CG - Q E O 0 _ H = E- ry aG O w z a: (. Z N 0 0 0 E- E- ¢ �" Q O Cn a Q' i w - C) Q O 5 t O w H O 2 a C7 ¢ '..a 2 3 Z O w H. 3 x w w Q 0 I~ C7 , 0 w O a o c� O H 0 Z w 0 H w c.) v 3 0 0 0 n v i¢ r?' ' w 0 0 u 3 w O w 0 , c a „ L z - ¢ - m ' E z ¢ SEE SHEET A 8.1 FOR �a WDTH. HT. THK. v) X 0 E ] O X w i- Z 3 F a. 1� O z X X a DETAILS w X F -33A 3' -0 7'-0" 1 3/4" A X f - - X X - X 2 2 - 8 KEYNOTES: I MATCH EXISTING OPENING, VERIFY HEIGHT TWALITY MIDDLE SCHOOL TEMPLETON ELEMENTARY SCHOOL w ii IL TI P / T1 t g a TIN r 10 L r"° RIAlib 08(x^ liiirilit IN WI. arlarlirkilIMIP SECTION 08001 DOOR SCHEDULE DOOR SCHEDULE - MPLETON ELEMENTARY SCHO L DOOR FRAME DETAILS REMARKS NO. SIZE TYP MATERIAL GLASS 'FINISH MATERIAL FINISH HEAD I JAMB I SILL SEE SHEET A 8.1 FOR w N O O _ DETAILS Q O O 0 E- Z [-p . K Q a w _ Q U L1-1 E- ' c OK H H E— w C7 ' 2 O O ,, r-L/ E O Ca Z W OH u�. vD U a W F - v 3 O ¢¢ � d C7 E- w 3 0 0 w f- f, Lu 0 uj O O L 1-1 a 2 z.. a w c Z Z oC WDTH. HT. THK. v) X v 2 U w w E Z 3 E a x W W a c:.. = A -4A 3' -0" 7' -0" 1 3/4" E X X X X X 3 3 5 A -5A 3' -0" T -0" 1 3/4" D X X X X X 8 8 10B 20 2 A -7A 3' -0" T -0" 1 3/4" A X X X X 7 10B 6 A -9A 3' -0" 7' -0" 13/4" C X X X X X 9A 1 A -12A 3' -0" 7' -0" 1 3/4" A X X X X 3 3 10B 20 3 A -13A 3' -0" 7' -0" 1 3/4" B X X X X I X 3 3 10B 20 4 A -16A 3' -0" 7' -0" 13/4" A X X X X 8 8 10B 20 2 t k '' ' ;; s r.. p . 0 C nM � de 2 . R F , - ii - "' ' € - _ .;. . . . _ .: ' _ .. .Y - _. .. :0?'1.0.:": . ` ._: _ii. ms. . C� V., sxs__ `5'.",her!: . ,.., ..(s?'. _ ',A,. mvs ._ ,Kz,,. 0,: ^' *k'i: a :. .. .'. V. :.,,'S vo,P.: . ,, D -19A 3' -0" 7' -0" 1 3/4" B X X X X X 8 8 7 D -20A Y -0" 7' -0" 1/3/4" B X X X X X 8 8 7 TWALITY MIDDLE SCHOOL TEMPLETON ELEMENTARY SCHOOL MAR 96 TIGARD/TUALATIN SCHOOL DISTRICT 23J 08001 -1 SECTION 08001 DOOR SCHEDULE DOOR SCHEDULE — TEMPLETON ELEMENTARY SCHOOL DOOR FRAME DETAILS REMARKS NO. SIZE TYP MATERIAL GLASS FINISH MATERIAL FINISH HEAD .JAMB SILL SEE SHEET A 8.1 FOR w ry O O, .. E^ Q DETAILS E- N o 0 o H z a I- w - 3 3 W O w M 3 = - Z 0 X • w ui o LA o E~ L, ' w 0 n � 2 o o E-- o z w Ca v, 2 H w v) • 0 .a w E- L4 E- a • 0 o< z Ca w< E— w F ti o Z z E— , r � � g WDTH. HT. THK. ccn O 1 O � 2 o w w H Z E a t X W W a w = D-21A 3' -0" 7 ° -0" 1/3/4" B X X X X X 8 8 7 D -22A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 I D -23A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 • 7 D -24A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 _ ' ` fig » ' # -�, �,, a °",. l � a z `e � � � `"'� . . - ' F ^ti,. � � ' ' k� t mw k�e` .,^�'; i. .�..§ `�' -: �:a >. M- .,. E -13A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 E -14A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 E -15A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 E -16A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 E -17A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 TWALITY MIDDLE SCHOOL TEMPLETON ELEMENTARY SCHOOL - M • ' 0 (-7_ T T/TIT,A1.ATIN . OOL. n'cT ^ICT 21 - 08 - .1111T 11111r111r3Olr- _ . . . , SECTION 08001 DOOR SCHEDULE DOOR SCHEDULE — TEMPLETON ELEMENTARY SCHOOL • DOOR FRAME DETAILS REMARKS NO. SIZE TYP MATERIAL GLASS 'FINISH MATERIAL FINISH HEAD I JAMB I SILL I SEE SHEET A 8.1 FOR w �' _ DETAILS E-. N O O O El. r cv O O C F- E- . E._, .4 O H O W GL .4 _J O w E.- 3 -1 x >,. E- 3 F- 0 (4 W c7 = W O O O 0' O d 0 U cG Z Z W< I- W F- -.7 O z -a o z :a � z¢ a o w z c4 WDTH. HT. THK. c x O ` n ... - _ 0 .. w w E- z ._3. h a. v X v w W °~ t, 'C = E -18A 3' -0" 7'-0" 1/3/4" B X X X X X 8 8 7 7 ..3tRinr , garrig4M147:1WW 7,124 ':. IVITAIM AT i'Spritl ---r- ,,p1*.;... e ., , 1 ,4 T ... „„ 8 . 44 .,,, vef t m ,,,,, I t o ,,,o,„ , „. 041 , 0k4 . :w F -7A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 F -8A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 F -9A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 F -1 OA 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 F-1 IA 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 F -12A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 .ro .,,� N ,� . � ,; "".. � , Wit. .�, ., �% +�?+ ., �' ' _ �, :. � " �.. � 5 ,'r�" ;�, : rte• , .„ � , ... .. ..... .�" � � sa. . L - .. _ —� mss... ta — - ,., r -�.` ' .,�:?:ca�. . ;�`;' _.. �� ` , , A. �:�,, ,. G -1 A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 TWALITY MIDDLE SCHOOL TEMPLETON ELEMENTARY SCHOOL MAR 96 TIGARD/TUALATIN SCHOOL DISTRICT 23J 08001 -3 • SECTION 08001 DOOR SCHEDULE DOOR SCHEDULE - TEMPLETON ELEMENTARY SCHOOL DOOR FRAME DETAILS REMARKS NO. SIZE TYP MATERIAL GLASS FINISH MATERIAL FINISH HEAD JAMB SILL SEE SHEET A 8.1 FOR w N O O rm - H H DETAILS N 0 CZt 0® < ¢ `, w. Q U 2 a E- "a 0 3 FW- O w a 0- 0 ` 2 0 Z O w 3 a >- [- 3 r— H Lk' v c'ii L' U O g ra Z w o w 0 k o Q < z c z < E- w ._ 0 Z Z a 3 O O n - . v, c am „ _ 2 z ¢ ¢ '._.1 w v) v) Z WDTH. HT. THK. v X O U w w Z 3 E O. F ., , v v, o v) w w a w = G -2A 3' -0" 7' -0" 1/3/4" B X 1 X X X X 8 8 7 G -3A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 G -3B 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 G -4A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 G -5A ' 3' -0" 7' -0" 1/3/4 " B X { X X X - - -- X 8 8 7 G -6A 3' -0" 7' -0" 1/3/4" B X X X X X 8 8 7 TWALITY MIDDLE SCHOOL TEMPLETON ELEMENTARY SCHOOL n6 T'D /TI T1T� c 'OOI °T ► 1 11 i' � 08 -- )♦ SECTION 08700 DOOR HARDWARE PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1.02 SECTION INCLUDES A. Hardware for wood and hollow steel doors. B. Thresholds. C. Gasketing. D. Hardware as scheduled on Drawings and end of this Section. E. Furnish templates to Section 08110, 08210 for door and frame preparation. 1.03 RELATED SECTIONS F. Section 06200 - Finish Carpentry: Installation of hardware and repair of existing doors. G. Section 06410 - Custom Casework: Coordinate keying of lock in cabinetry. H. J. Section 08110 - Steel Doors and Frames: Hardware for doors. I. Section 08210 - Wood Doors: Hardware for doors. Section 08331 - Coiling Doors: Cylinders for coiling doors. K. Section 16010 - Basic Electrical Requirements. L. Section 16721 - Fire Alarm System. 1.04 REFERENCES A. Americans with Disability Act Accessibility Guidelines(ADAAG) Federal Register - Rules and Regulations. B. ANSI/NFPA 80 - Fire Doors and Windows. • C. DHI - Door and Hardware Institute. 1.05 COORDINATION A. Coordinate work of this Section with other directly affected Sections involving manufacturer of any internal reinforcement for door hardware. B. Wiring, junction boxes, conduit, etc., for electrically controlled and/or monitored hardware are to be provided by other sections of this specification. Coordinate voltages, conductor requirements, etc. with the affected sections. TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -1 SECTION 08700 DOOR HARDWARE 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Obtain each type of hardware from only one manufacturer, except where indicated otherwise in hardware schedule. B. Supplier Qualifications: 1. Hardware supplier shall have furnished hardware in the same market area as the project for a period of not less than 2 years. 2. Hardware supplier shall have in his employment an experienced Architectural Hardware Consultant (AHC) who is available for project hardware consultation to the Owner, Architect, and Contractor. 3. Hardware supplier shall review and approve Hardware Installer qualifications. C. Installer Qualifications: Company shall have a minimum of 2 years experience in the installation of commercial grade hardware. D. Fire Door Labels: 1. Provide hardware for fire -rated openings in compliance with American Insurance Association, NBFU Pamphlet No. 80 and NFPA Standard No. 80. 2. Provide hardware which has been tested and listed by an independent testing laboratory for the types and sizes of doors required, and complies with requirements for door assembly labels. 3. Where panic exit devices are required for fire -rated doors, provide fire label on exit device indicating "Fire Exit Hardware." E. Keying Meeting: 1. Upon receipt of fmal hardware schedules, hardware supplier shall request Contractor to arrange a keying meeting between hardware supplier and Owner's Representative. 2. From information obtained at this keying meeting, submit 3 copies of detailed keying schedule. 1.07 REGULATORY REQUIREMENTS A. Conform to NFPA Standard No. 80 and applicable codes for requirements applicable to fire rated doors and frames. Hardware applied to doors with U.L. labels shall comply with requirements of that label. B. Conform to the requirements of ADAAG for making buildings accessible to and usable by physically handicapped occupants. 1.08 RESPONSIBILITY A. The types listed are to be used as a guide for quality and operation and are not to be construed as a complete list. The detailing of the hardware requirements shall be the responsibility of this Contractor. 1.09 SUBMITTALS A. Submit schedule, shop drawings, and product data under provisions of Section 01300. B. Indicate locations and mounting heights of each type of hardware. TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -2 SECTION 08700 DOOR HARDWARE C. List each opening, door size, door hand, door and frame material, door label, manufacturer's number and finish. D. Provide edited product data cut sheets on specified hardware. Clearly identify hardware items represented within submittal. Submittals containing complete product line catalogues will be rejected. 1.10 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1.11 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Package hardware items individually; label and identify package with door opening code to match hardware schedule. D. Protect hardware by storing in secure area. 1.12 WARRANTY A. Provide one year warranty for general hardware, ten years for closers, three -year warranty for exit devices and Lifetime guarantee on continuous hinges under provisions of Section 01700. 1.13 MAINTENANCE MATERIALS A. Provide special wrenches and tools applicable to each different or special hardware component. B. Provide maintenance tools and accessories supplied by hardware component manufacturer. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Butts: 1. Hager. 2. Lawrence. 3. McKinney. *(MCK) 4. Stanley. B. Spring Hinges: 1. Bommer *(BOM) TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -3 SECTION 08700 DOOR HARDWARE C. Latchset, Locksets: 1. Schlage (SCH)* D. Cylinders: 1. Interior and Exterior: Schlage (SCH) E. Occupancy Indicators: 1. NT Falcon (FAL) F. Rim Bolt 1. Bommer (BOM)* G. Surface Closers: 1. LCN - 4040 Series.* 2. Norton - 7500 Series 3. Sargent - 350 Series H. Exit Devices and Mullions: 1. Von Duprin - 98 Series. *(VD) 2. Precision - Apex Series. 3. Sargent - 80 Series I. Stops and Holders: 1. Builders Brass Works. 2. Glynn- Johnson. 3. Ives. *(IVE) 4. Quality. J. Push and Pull Plates: 1. Builders Brass Works. 2. Trimco. 3. Tice. *(TIC) 4. Quality. K. Thresholds, Gaskets, and Weatherstripping: 1. National Guard. 2. • Pemko. *(PEM) 3. Reese. L. Astragals: 1. Pemko. *(PEM) 2. Reese. 3. National Guard M. Automatic Door Bottoms: 1. - Pemko: *(PEM) 2. Reese. 3. National Guard. N. Overhead Stops and Holders: 1. Glynn- Johnson. 2. Rixson. *(RIX) . O. Flush Bolts, Dust Proof Strikes, and Coordinators: TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -4 SECTION 08700 DOOR HARDWARE 1. Glynn Johnson. 2. Door Controls International. *(DCI) P. Silencers: 1. Builders Brass Works. 2. Glynn Johnson. • 3. Ives. *(IVE) Q. Other Manufacturers: 1. Submit substitution requests prior to Bid Date. 2. Comply with requirements in Section 01600, Material and Equipment. * Manufacturers specified in hardware schedule at end of this Section. 2.02 LOCKSET/LATCHSET DESIGN A. Design: Sparta lever, except where listed otherwise; B. Strikes to have extended lip strike where required to protect trim, ANSI prep. C. All locks to have 2 3/4 inch backset. 2.03 KEYING A. Provide temporary construction cylinders for locks, as required by contractor, keyed alike. Supply twenty (20) keys for use by Contractor. B. Permanent Door Locks: Designed to allow keying by Hardware Supplier. Master keyed and Grand master keyed to Owner's existing keying system. C. Coordinate and key cabinet locks as specified in Section 06410 - Custom Casework D. Supply all keys in the following quantities: 1. 2 keys per lock. 2. 6 master keys, per master key group. 3. 4 grand master keys. E. Mark all keys "DO NOT DUPLICATE ". Do not stamp keys with door number or bitting. Serially number all keys in accordance with Owner's instructions. 2.04 FASTENINGS A. Furnish hardware with all necessary screws, bolts and other fastenings of suitable size and type to I securely anchor in position and harmonize with hardware material and finish. 2.05 FINISHES A. Finishes are identified in the schedule at the end of this section. TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -5 SECTION 08700 DOOR HARDWARE PART 3 EXECUTION 3.01 INSTALLATION A. Installation of Recessed Door Hardware: 1. Install recessed hardware, then remove and store recessed hardware in a secure place during application of door and frame finish. 2. After finishing doors and frames, reinstall recessed hardware. B. Installation of Surface Mounted Door Hardware: 1. Anchor kick plates with oval -head full- thread screws, spaced uniformly at a maximum of 5 inches on center at kick plate perimeter. 2. Anchor thresholds with a positive anchoring device or expansion shield and anchor bolts. 3. Set thresholds in full bed of mastic caulk. 3.02 COMPLETION A. Operating Hardware Adjustments: 1. Check and adjust operating hardware and each door operation to ensure smooth operation. 2. Lubricate moving parts with type of lubrication recommended by manufacturer. 3. Use graphite or WD 40 if no other lubrication is recommended. 4. Replace hardware which cannot be adjusted and lubricated to operate correctly. 5. Adjust door closers to required opening force and closing speeds, per ADAAG. Door closing speed shall be consistent through -out the building. Properly adjust backcheck on . closers per manufacturer's recommendations. • B. Contract Closeout Adjustments: 1. Where hardware installation is made more than one month prior to occupancy of a space or area, return to the work not more than 7 days prior to occupancy, and make a final check and adjustment of door hardware. C. Re- adjust and inspect hardware for opening force and closing speeds, per requirements of ADAAG, after final system balancing of Mechanical Systems. 3.03 HARDWARE SCHEDULE A. Required Door Hardware: 1. Furnish the following hardware groups for each door as indicated on the Door Schedule, and as required for a complete installation. 2. Include items listed and required for a complete installation regardless of omissions or conflicts in Contract Documents. TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -6 SECTION 08700 DOOR HARDWARE 3.04 SCHEDULE HW -1 OTY ITEM MFR NUMBER SIZE FINISH 6 ea. Butts MCK T4A3386 -NRP 4 'h x 4 'V2 630 1 ea. Exit Device VD 98NL -OP 626 1 ea. Exit Device VD 98E0 626 1 ea. Cylinder SCH 20 -022 626 2 ea. Offset Pulls TIC 46 630 . 2 ea. Door Stops IVE 446B 626 2 sets Weatherstrip PEM 297AV 2 ea. Door Bottoms PEM 315CN 1 ea. Threshold PEM 282Ax272A 3 ea. Silencers WE 20 HW -2 3 ea. Butts MCK TA2714 -NRP 4 'A x 4 ''A 652 1 ea. Lockset SCH D7OPD Sparta 626 1 ea. Closer LCN 4041EDA 689 1 ea. Door Stop IVE 407 -1/2S 630 1 set Smokegasket PEM 297AV 3 ea. Silencers IVE 20 HW -3 . 3 ea. Butts MCK TA2714 4' /2 x 4' V2 652 1 ea. Lockset SCH D4OS Sparta 626 . 1 ea. Deadbolt SCH 83T7K STK 626 1 ea. Closer LCN 4041EDA 689 • 1 ea. Door Stop IVE 407 -1/2S 630 . 1 set Smokegasket PEM 297AV 3 ea. Silencers IVE 20 . HW-4 3 ea. Butts MCK TA2714 4 '/2 x 4 V2 652 1 ea. Lockset SCH D53PD Sparta 626 1 ea. Closer LCN 4041EDA 689 1 ea. ' Door Stop IVE 407 -1/2S 630 . 1 set Smokegasket PEM 297AV 3 ea. Silencers IVE 20 • HW -5 3 ea. Butts MCK TA2714 4' /2 x 4''A 652 1 ea. Lockset SCH D53PD Sparta 626 1 ea. Door Stop IVE 407 -1/2S 630 3 ea. Silencers IVE 20 1 ■ TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -7 1 SECTION 08700 DOOR HARDWARE 1 HW -6 QTY ITEM MFR NUMBER SIZE FINISH 3 ea. Butts MCK TA2714 4 ''/ x 4 'A 652 1 ea. Lockset SCH D70PD Sparta 626 1 ea. Door Stop IVE 407 -1/2S 630 3 ea. Silencers IVE 20 HW -7 3 ea. Butts MCK TA2714 4 '/s x 4 'h 652 1 ea. Lockset SCH D66PD Sparta 626 1 ea. Door Stop IVE 407 -1/2S 630 3 ea. Silencers IVE 20 HW -8 3 ea. Butts MCK T4A3386 -NRP 4' 'A x 4' 'A 652 1 ea. Lockset SCH D80PD Sparta - Knurl 626 outside lever. 1 ea. Door Stop IVE 446B 626 1 ea. Weatherstrip PEM 297AV 1 ea. Door Bottom PEM 315CN 1 ea. Threshold PEM 282Ax272A 3 ea. Silencers IVE 20 HW -9 6 ea. Butts MCK TA2714 -NRP 4 'A x 4 '/z 652 1 ea. Exit Device VD 9847L -F x17 Lever 626 1 ea. Exit Device. VD 9847E0 -F 626 1 ea. Cylinder SCH 2O -022 626 2 ea. Closers LCN 4041EDA 689 1 set Smokegasket PEM 297AV 4 ea. Silencers PEM 20 HW -10 6 ea. Butts MCK TA2714 4 ''A x 4 'A 652 1 ea. Exit Device VD 9827EO -F 626 1 ea. Exit Device VD 9875L -F x 17 Lever and 626 open -back strike 1 ea. Cylinder SCH 2O -001 vfy. cam 626 requirements. 2 ea. Closers LCN 4041EDA 689 1 set Smokegasket PEM 297AV 4 ea. Silencers IVE 20 HW -11 6 ea. Butts MCK T4A3786 -NRP 4 '/s x 4 'A 652 2 ea. Exit Device VD 98L -F _ x 17 Lever 626 2 ea. Cylinders SCH 2O -022 626 2 ea. Closers LCN 4041EDA 689 1 ea. Rem. Mullion VD 9954 689 1 set Smokegasket PEM 297AV { 2 ea. Astragals PEM 297AV 4 ea. Silencers IVE 20 TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS 1 MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -8 I 1 SECTION 08700 DOOR HARDWARE HW -12 QTY ITEM MFR NUMBER SIZE FINISH 3 ea. Butts MCK TA2714 -NRP 4 '/: x 4 '/2 652 1 ea. Lockset SCH D8OPD Sparta 626 1 ea. Closer LCN 4041 EDA 689 1 ea. Door Stop IVE 407 -1/2S 630 1 set Smokegasket PEM 297AV 3 ea. Silencers IVE 20 - HW -13 3 ea. Butts MCK TA2714 652 1 ea. Lockset SCH D4OS Sparta 626 1 ea. Occ. Indicator FAL D871K 626 1 ea. Door Stop IVE 407 -1/2S 630 3 ea. Silencers WE 20 HW -14 3 ea. Butts MCK TA2714 4 '/2 x 4 '/2 652 1 ea. Lockset SCH D8OPD Sparta 626 1 ea. Door Stop WE 407 -1/2S 630 3 ea. Silencers IVE 20 HW -15 1 6 ea. Butts MCK TA2714 -NRP 4 %2 x 4 '/2 652 P I ea. Lockset SCH D8OPD Sparta 626 2 ea. Flush bolts IVE 458B 626 1 ea. Dustproof Stk. IVE 489x487B 626 1 ea. Astragal PEM 352CR place on active leaf - outside of door. 2 ea. Door Stops IVE 407 -1/2S 630 4 ea. Silencers IVE 20 HW -16 1 ea. Exit Device VD 98NL -OP 626 1 ea. Exit Device VD 98E0 626 1 ea. Cylinder SCH 20 -022 626 2 ea. Pulls TIC 106x46 vfy. that 106 plate 630 will cover old function holes 2 ea. Closers LCN 4040 EDA 689 HW -17 2 ea. Spring Hinges BOM 2100 3 x 3 605 1 ea. Rim Bolt BOM 15004 605 HW -18 3 ea. Butts MCK TA2714 4 '/2 x 4 V2 652 1 ea. Lockset SCH D8OPD Sparta -Knurl outside 626 lever. 1 ea. Door Stop IVE 407 -1/2S 630 3 ea. Silencers IVE 20 TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS i MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO.23J 08700 -9 SECTION 08700 DOOR HARDWARE HW -19 3 ea. Butts MCK TA2714 4 V2 x 4 '/2 652 1 ea. Lockset SCH D80PD Sparta -Knurl outside 626 lever. 1 ea. Closer LCN 4041EDA 689 1 ea. Door Stop IVE 407 -1/2S 630 1 set Smokegasket PEM 297AV 3 ea. Silencers IVE 20 END OF SECTION I TWALITY HIGH SCHOOL TEMPLETON ELEMENTARY SCHOOL REMODELS 1 MAR 96 TIGARD - TUALATIN SCHOOL DISTRICT NO. 23J 08700 -10