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A _____�_w._ ` , r;'7•�� G''Y 7r�/✓� process, tPCtni ues c construction and CUOTGInatiOP J1 l c:,l,:r trades and conditions ”. uml T , Of his/he , 7 �', ;.f '. ,• f 'pA7Lr �,� r/ SPECIFIED n ROUTE TO ARCHITECT/ENGINEER •�' 'r ' ''` .� «. _ _ -Y” 0EV1A*r!)N ROUTE To 51.13011TRACTOR'SUPPI-WR WILLAMF-7[ HVAC , INC OFFICE ADDITION , POWER RENT5 N DQTTRS 14020 S.w 72rdNVE T�C�IARD� GRFGDI►V 72N0 AVE., 14020 -�, � , _�' ,' `f "�i �. t'' • �. .. '.`' '' SUP 94 •0143 1 OF 18 '{,:1►t#At s / '+•'...`. It ,...••!:,.. 5.'., .'.: ... '♦ fT"f T1�TTT TTT .. I F THIS DOCUMENT I5 LESS fi I 1 T TT�(� I' TTI l t I �T� 11��I ll�r i I�' I�1' ' AUGUST 30 1995 { LEGIBLE THAN THIS NOTA'T'ION• 1. 4 6 8 1� 11 d IT IS DUE TO THF:, QUALITY ON N0'3e 1'llIs ORIGINAL, DOCUMENT. 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T '!'sYyr+++v�.«_..,. e �M�...................:........•._.,__ -._..,.,•,. ._..tom, I� ' �y A , • R PHIS DOCUMENT IS LESS i�T' ITIITT�r � TTrrr�l � � TTT� TTT ��r ifi �� NoW� �111TIT 111711.7 � �® 1995 LEGIBLE THAN THIS NOTATION, _ r T _�1_._r _ S � 1 i 1�� AUGUST IT IS DUE TO THE QUALITY OF No 3e F 777 THE ORIGINAL DOCUMENT. 6Z BZ L��Z 8Z Z Z £ "311111111111', �- -- j1ac, Zi - -- —_ `-�9III IIIIIIIIIIIliIIIIIIIIIIIIIIII Ililllll 11111111 IIIIII11IIlil II Illllllllllll I Il lllllllllll II 1 1IIII Illl IIII Illllll 1111 I ll �1 1 RN VISICWO BY DETAILS DETA I L 3 13/16 HOLES 7"GAGE O The maximum stair rise to be 7 inches and the minimum _ tread to be 11 inches . The top of handrails and handrail Extensions shall be placed not less than 34 inches or more than 38 inches above the nosing of treads or CETA I L. 6 _ 4 'X 4 x 1/4 TS . TYP. ---� - landings . Handrails shall be continuous the full length p p of the stairs with at least one handrail extending in the direction of the stair run not less than 12 inches beyond ` TYP. TOP BOTTOM the top riser or less than 23 inches beyond the bottom riser. Ends shall be returned or shall terminate in -� newel posts or safety terminals . The handgrip portions ,� \ IT of handrails shall not be less than 1-1/2 or more than 2 10 + 101 1/2PL .W. a- 13/ 164JLESTtiP • -� inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface . Handrails projecting from a wall shall have a space of not leEs han 1- 112 inches between the wall and handrail (section _ DETA IL 1 3/3' OVEP LAP OF TPEADS 2x2X3/16L 5/8'x 6 P oPa 9OLTc, 4 8 1 11 V 11 I. rv . _ 3/ 16 D I AMOND PL . -- Tcfr 73 ; T.. W i O O 15o M io►4 Is►-F, e ICP,4 x 1,11 q w. I , - 27 DETA IL 1 Nto : � x , 21 X- 2 83��� Com, s . Co7 DWG . POWERR 1 �,&15 M I c z0i-1 G 3 !: , 3 V. t ZI S P-1oa , 12IS �t2 ► 2.a3 iK ��� L�0P .. s;a 11,2 Na.w/NUT ►,� A! �nl ^� �j 1� /] J ,y, T r"P.BOTH S IDES � A�'T'" 1_'� rte. I tV�� X 3 .7 4- ,��1� X 3.76 1 40 T - IV7 _ DETA 1 L #5 . A.v R� VJ*O a rJ cu r-y, "z : -_r ; w � �4 Le) TSP . }� n 1, ',,./� _, 2 ; 2 1/4 L X 6'' w' 2- 3/4' HOLES - . r �'L x 2/ Tv(/v � 1�. I��Q 1 3/16-EiiTH S IDES TIP[ f2 S J d l S �1 M 'T � �. 7 ' CA , TJ , f DETIA IL 4- bu' DETAIL � DETA I L 4-� -� DETA IL 4 DE AIL �-- 4g" 196'' . '\ _ DETt4 T—, 76- 1/2„ 112"MC 10 .6# T rP . DETAIL 7 4 X 4 X 1/4 TS . -� 1Its 10 0 X 1j2" EASE PL .±�'4- / 16" H0 - DETA IL 4•— 8 PL . W' 2- S '°' WiLE� '' T IL � r---- 48 w IDE TREADS (GR I P STRUM 3/ 16 V- ONAW - - GP. IP STRUT TPEADS 113/4" X 48" X 2' X 12* . -Olt , nO ,. (� CHECK J OAT E 4��L i i • Q TH ErDS T'(P. 2 Z 5 ,� "`� MATCH ING PL 'S . STA IRS TO LAND ING __� rCA�.s / 3/ 16'' D I AM0ND PL. . 1 JOB NO. ' 2 X 2 X 1/4L • �. .. o II M J ' *bTl►1 R ��� * d 6'Ti►1 l.4 •r�4�E T 11" TREAD W/ 7 ' ' OF RISE ' rRio„I®w lar MXWrAwarOW-WA- 6 4 GLE CREEK R . 022 2ND AVE., 14020 XIW L I N 4 9""117 swr� -big" N_ - 7- 7 OF Nidi IIIA BUP 94-0143 13 OF 18 _ � OF BNEET6 VrTELEDrw POST 1 BA L 20 24 36 IF THIS DOCUMENT IS LESS � + � _ I r_ _T_ei T 8 lilt 1 7 T 1111ITT T � 1995 10 AUGUST 30 LEGIBLE THAN PHIS NOTATION, 46 , I'1' IS DUE TO THE QUALI'T'Y OF No-35 THE, ORIGINAL DOCUMENT- £ gZ 8Z GZ 92 Z Z £ Z IZ Z I 8T GI 8T 9i 6i £I ZT IT i g G 8 4 Fiiiiiiii, Fiii T�ul� � Illl IIIIIWil i PWVMONS my ' a 4' %#cowed Fluorvareot fixture M/ !32 1 me a &*l l ast w/ redse>!e& ba x tx�►�3 � $�$32t161D 120v 1/3GX810, 2POAX-332 28 36I-120v-1ZC09 or Squal F Surfaced mounted Nigh Output Fluoreaoest 4, !i xture. R LI77lO1/Th tJN296E0 Or Equal ► O Wall Mounted Mercur �i'�C 3'NPIb©M arSqualspor fixture + .e µ D Ceilt Koxua►ted Nxit litturlr• r/ Green Face. LI!$OMI1► »M3lilth-1?0/3y7 or 8qual ' ( ! '�f1.l+r ateJ. i 4 Al 1 out'l eta 4hown 40 floor- or wall ost l et groups are to be Ora► together aAd iasta)/ed is A tight aehfiguration unleffis stherwi�z.e 4 `f G w A_ 1 A A A A A cc i 1 ---- \--�+ r ; A A A A A a A q ' A. k / 1 �` s #7 ' A A /\ A 1 I \ 0 zo On Ck A, ,� .� ,� CA t --- L. -- / A _ A A — _ A A I "'� A,►- _ z � w 9 OAAWN cc ' G k-�AtiG+eh \ GNIy-ttiC��s � ONRCKEO ,1 �.LL GI17l..0 tT�`f 1�""f �1.• T�ZJG�.L • u!!J-�u.�TGo'(� a� b!�.t 4 N tL u t t,p, 11� O1hE 1vice No. i' A �k'. rLooel� L-,I -41 7 A --- - - " SHORT 1 -all � 72NDAVE., 14020 Rt 14 OF in 8UP 94 -0143 opt SHEETS 'WlaAVMliPOfl 1tAL-20 —24 x 30 p • _ p.M. .e....m,.y�. �i rll! ,... .. . �!•1r. r •rn+ n , : h...;. .s - ..�►. ..-: ,..,.. ' - }.,.f y 11 _ — T_-T- rI� T19TJTP[q� i1111T 1� 1995 1EGIHLE THAN r} IS NO1AIION, � I1 ' AUGUST 30IF THIS DOCUMENT IS DESS 1 ' t IT IS DUE TO THE QUALITY OF N0.36 THE ORIGINAL UOC'UMEN'L'• --- – _ _ E �6Z t5Z LZ 9Z Z Z T 8I Gt 9i 9i 6i >vi Zi Tt t 8 L 9 �Iflllfll U!l 111 lllllll I I IIIIlI1 IIIIII,llI111I111 III il►i ►ui ►ul 111111 1 �: 'f,. _. ''r. ` r q r - tb '�; `�y1. 4 tl - �� `r. +li - 1, ... ,� ..r, I,4, �• '.z L t �"�'t ,.~ ' ,�R,i, %Flo, ,�. .! �:.r `- •,� 1'.fi:: A'sµ'- �.: )(fA+�l,; •+ / i f� r •./ {•' I . i KR�' f�` A4 It .t .t At RNVMC IM ov t1 } r•� / •MI , ar.• ini.' t` , 1 W + / t.f t4 1 r 641 M1. tai 4 yi -4L 1 rarer. I„1�.�4 --- � I � � � ■ r • , ���,; - -- -r - —PIKF. or io f�� Irl F QAls►T, /rleGi,t.-A-1a wolx- ' \ 1 ' tib. �CTA.tI� " t��T'� OBJ 'r�►4E I �f' i -r -� T It _ v 11 , w FFA I!�T !6 U I i��t : CiL L _� rC"XK► Kj U i L I O E1 AW X11 CNrCKNO OATr P'yA,-r rCALr JOE ruo. c4 GHENT 14020 , ' 1 a 72ND 1/411 E., i 1I SUP 94-0143 AV 15 OF .B �tl Ogg rNrrTr i 'e t 'WTMJV r PW IML,20 —24 x39 '.S .,.::uwv*.'tlOF►+>. ;rw.•"... -..,_....-- - • @.T.�ATxb�'S..h�+�.., .*.a'�A�w.. r..�..,: - .r. ........ .. ........_....,rte_«.. .. r•e,n...,nr .. ♦ .. n � M .r . . .. •. .+.Yw...r�..r. ., .,a v..r+.a O ..'., s....a .. ...., . � w.� r � •. .,,.., ..:"•. ,�,� ^• U R. -. #,. IF THIS DOCUMENT IS LESS m ��1��T X111 P111 �TI HITT i�rl' I 1FF i 1995LEGIBLE 1IIAN PHIS NOIA1lON, 4 �� M"L_ • !L � T 1 11� lip — AUGUST 30 I IT IS DUE TO THE QUALI'T'Y OE' Nc.ae THE ORIGINAL DOCUMENT. till aZZ�£ TZVII 1 ► HITT Ill Illlllllllll II� Illlll sII�III 11111111 Illll �Illl�llll I Ili �! II�IIIII III I I 1 I. III�II�IIII �Ili�llll llll� � 1111111111111 Illl�lll Wlllllllllllilll Wl I►Il�lll I��Il�il�luil'��►�ilii iiii�i I t 1 ' I tttttll._ a 1 own N w •O •CJ = • 0 ��_ • ♦ ADOO wO a Q •Cl tv ICr iG iC, Ica. IGj 1GI �t G Cj , Ul Ic LI vp #� QT QT T QT QT QT QT QT QT Q 4 L 5f t;7` yr ii t?V�t.t� 4V"Tt•-� C4.l�aL4� �� � � •t,.,�.,.; w*;�. 4 �►.vA �uTt.lc'r QT QT T T _ bupl�' �'!�-�T`-•� CFL,��� �1UrL� = r, .r � Q bA.�A A�TL�; L FI.I,Ns►� FL1rQ1�� � ,,,`�rF '4 I•�a, IAo l.r-TLP el va'ut,4 P r uT1.rr T QT QT QT QT QT QT e 004 rIrvX O 00 tri�►s»iZ 1 NG, tit t-t�' nATA o 101 ©�F, Q T Q T 00 0: I_ � r I"— z 0 I 00 . >e ot i t4/)L) i i..-• • ----- --- _ _ _ v (DQrPf ON, Na cc I � 1 OAAW94 ; CN8CK8O '`i 4 y SCALLS rZlw'�,I F.--, LA t. y�.1'� II-fir 72ND AVE, 14020 r' � BUI ?4-0143 • ' 16 OF 18 op 814maTo 'WTWKMPW 1GAL.20 —24 I E 1 ` y .. w a, .t, ..r. a `. ... . _, _ ....Mir ..«. . ...*rtiw „ , w'r.aMY1bs:.,G, n. : • Qti.�' •!..f AwfrJM .. .. -.... • ., -. i. .. ,.eAw _ y.•.•. 11 III R - i -----I-__- ____'--- � T7PT_—T1 I7T �T I - 11_ � 1995 IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, 4 6 AUGUS13O ► ' r IT IS DUE '1'U THE QUALITY OF N0.39 'PILL: ORIGINAL DOCUMENT. E gti gZ LZ 9Z Z Z E Z iZ Z 6i BT _ Lt 9t-9I -f t EI[ ZT tt tEi L 9 { �i � I '• I' � I � � o� � Illll! Illllllllll!IIIIIII IIII�NII k illll�l�lll�lll� 1 I� 11 I � � 111 llll� �ll�lll�lllllllllllll�lllllU�l�lll llillllililllll I II III III III I IIIIIII 111111 II 1 Ill Ili illi IIli�llll IIII IIIIIIIII III I I I , �� II I IIIIIII I III II I � III 111111111 ! III► I I @lt �1rS�._1��3e1 "Structural Joists and Planks" . Provide flour : R=30 0500 Metal Lund" 4Fw:L,�E_RM.O.Q.F.L M1 for all member:; 3" thic..k and over . "douglas fir " or Alav1S1�;i1N6 w ' larch" . Idgn ff,�Las..i;zn: Insulation shall be clearly marked with `R' Materials, Extruded aluminum 6063 T5 alloy . Members min. 1 Mf I CAT values on material and easily visible when in place . 1/2" depth with solid sections 1/8° thick , and tubular poste: "Douglas Fir " q1 . sections 3/16' in combined wall thickness . Aluminum windows: Q L - eENERAL__.',_Q 11_1ON5 Installation "Regent ' 1 -AOA with extruded glazing bead. 1 Ltrtif tee: Provide certificates indicating moisture i ilding shall be constructed to comply with all content and grade designations . WAIII: Install with staples, Max . SPacing 6" o.c . ; vapor tWllions: Employ section.-11293. '0294. ( Mercer ) . odes/regulations as follows : barrier facing "warm side" . Place on "cold side" of pipes: ` uniform building , Plumbing , and mechanical codes . OlYlgoo_sl Wall 24thing: Standard interior grade 32/16 , DFPA fit carefully and extend fully to endo of Joist sNaces . Inatallation: Apply metal flashing at head conditions with state electrical , fire , And health codes . with exterior glue . C face , D back or structural II . Overlap vapor barriers where baits abut . building paper covering vertical leg of flashing . Install 1 thickness called for on drawings . paper under extrusion at sill . Fasteners to be instal ed 1.b 10- 2122 GralCon tion� : L Fl :� Roof : Provide 18 ga . wire max . 2 '-0• O .C . across o .c . at sill and jamb . Do not nail or apply fasteners ' bYyW40d RoofSsheathing: APA structural I , exposure rating chord members and attach to each truss . Do not compress through head flange . Bend nail over onto head flange for Mhthods , materials . and workmanship shall conform to of 1 , with exterior glue . roof sheathing exposed to rain Batts at attachment more than 15t . pressure fit . .b .c . framing lumber grades and structural design as per : lend elements shall be ape structurAl I rated sheathing with tern production assoc . , "structural data and design exterior classifications . 07500 - �n4, Rolf i Factory Glazing: Utilize extruded bead 0256 with vinyl _ J9�br. nn: tables , " 1979 edition . 11 casket for 1 " insulating glass on exterior and closed cell k Utallation: Min . nailing 8d common at 6" o .c . at edge and g y§tem; Owens/Corning 31-C or Nanville AGNC with foam tape . Caulk inside corners with non-hardening urethane 2. Design criteria : roof live load-25 psf . wind-20 elf horizontal , 15 psf up:ift . R12' o.c , intermediate bearing. install roof sheathing with equivalent weights , base;-flash1trg and bonding requirements. sealant . seismic-zone 3 per ubc . 'face grain perpendicular to supports . r-tagger joints , . Framing lumber : kiln dried hemrflr , nail base sheet fPlywood: grade dfpa open index 32/16. tgePtr Fabric Fleshing: 3 oz . copper sheet betweer 2 layers glas base sheet 28 lug . � QIVI�XON _9 - FINISHES � Railing. per ubc tables . bf asphalt Impregnated cotton fabric . afro products , Inc . ; asphalt 25 lbs . wasco products , Inc . : sandell . location• see drawings . felt perm p1Y-IV 11 lbs. 09250 - wpm Board: b• &W: construct facility without deviation or changes asphalt 25 lbs . M"Jose authorized by architect . mechanical system, tiamin9 Conntctgrs : Cleveland Building Xpacialtie;s; felt perm ply-Iv 11 lbs . Standard-Specifications: USG 'Drywall Coni,•truction lectrical entry service , and circuitry shall be submitted Simpson; Teco or equal for conditions and installation . ,asphalt 25 lbs . Handbook" , and as herein specified . �- and approved by architect prior to installation. mineral surface cap sheet Z� lbs . 06170 =pabricated 5 ru�t�lra,LWood: material/100 sq.ft . of roof area 100 lbs . " Ptrmtc:: provide permits necessary to construct 9perove�Manufacturers : u .5 . Gypsum , Nacional Gypsum excludes mineral cap sheet and relatdd aspnalt , min . Company , Domtar Gypsum Co . ildino. provide sitework , foundation, utility permits and Glue Laminatr -Meiners: weights Far sq • ft • 1 Ib. or 16 oz . Inn;sctic�n fees as required , Gypsum Board: ASTM "C-36-67" , 5/8' thick with tapered edge . { %.6 15tandard Specifi^v&Uo-ns: Conform to US Dept . of Commerce Installation: type "x" . i *commercial stal,de; d" ; CS 253-63 for structural glued bI�T 2 - Sjj laminated timber . Q.AQPly: Apply with 2' side laps and 3' end laps in Lt,allAA"n tae neral ): Space anchors 12' o .c . in field of All footings to bear on firm, 1Qyat,�itvn rol,�arks . Ce> tlficatiuns : Affix AETC "Quality lengths not to exceed 18 ' . secure . using mechanical board and 8" o .c . staggered along abutting edges . Joints on ' t�0 Site p>rsearation: Control Mark" on each glue laminated member furnished under fasteners recommended by deck manufacturer 9" o .c . at side opposite sides of wall shall occur on different studs . Run "disturbed soils min . 18' blow grade . notify architect Phis section . ltans and 18" o .c . on 2 lines 12' from each edge ( staggered ). boards perpendicular k'-.o studs and across ceiling supports . W fore proceeding of any unusual conditions encountered in do not leave sheet exposed overnight . cut with miry . 1/8 max . 1/4 " tolerance between wall board noting excavation . r Company" . Tacoma . WA; 'Bohemia floor . �•BSL•�!l1�.S�, ru c+r s : "We v e r ha u�e p ctign max . density and opt!mum moisture determined in Wood System" , Eugene , OR ; or ;y approves.' firm licensed by _lis: Embed 2 Plies of -perms ply" to shingle fashion, " starting at low edge and working up slope . lapping 19' into Metal Edae�and Corners: 'Dur-a-Beed" 11103, steel kccordance•with astm 'd698" , or assho 't99-57" . compact efts. to use "RITC Quality In._pectesJ mark . uniform solid mopping of hot asphalt , using a nominal 25 reinforcement for protecting external corners . steel casing Roil , granular fill , and/or engineered fill as follows: Coas': region Douglas fir , meeting structural lb/100 sq .ft . per ply . Solid mop between each layer with 0200a , "U" shaped channel trim . Provide metal trim at cc 98% under building ��' asphalt . Layers shall be turned up , mopped to cant strip dissimilar materials with edge of board or where edge is 95% under walks , pavement and driveways requirements of "CS 253-63" and applicable local codes , Q tical walls . exposed to receive finish . stress graded . FG = 2400 Psi per AITC " 117 specification" . and trimmed at ver Joe* in layers not over 8" deep with tuffieisnt fines to M,Z,ner Surface : Embed 12 ' lengths of "Perms Cap" into tflll voids in coarse materials . compact each layer . � NN Utilize waterproof glee . I�P�: Conceal joints and reinforce re-entrant corners with �► 8e;g1- uniforrr. solid mopping of hat asphalt , using a nominal 25 "Perf-A-Tape" joint system invisible after painting . • 1 " . lade for lb ./100 sq .ft . `Perma Cap" side laps shall be at least 8' W Conform to GS 253-63 and AITC 1 9 V } from 'perms ply' aide laps . 'Perma Cap' end laps staggered Wall TaxturL: USG spray tex!ure , " light orange peel ' - COPIMETE exposed beams: "Premium Grade" . Grade for concealed e -.Gray application . F,rovide textured samples for \ DIVI5IQ�1 3 3 re-roll/roll-In method o. apPlicati �n is recommended to finish ; 1 members: " Industrial " . minimize fishmouths and blisters. approve: Prior to application . "Splatter " or 'Glob" type W 28 day compressive strength, 3000 psi. for all texture not acceptable . Bt results have been obtained by d.Z boor k. bags , ( 94 lbs . ) min . of cement per cv ,yd, and Hand ?ns: Provide water boilturie C en : Kiln dried 124 max . es Flashjna: In lieu of two additional roofing felts at diluting sP� ay texture and applying it " like a find mist ' or t - _resistant reinforcedhese flashing condition installed in flashing compound, an paint . A heavy builJ up is r,,,t desired . a fine , light h O � Qel very i not less than 140 lbs . per cu .ft . ( 28 day cure ): alternate method is acceptable as follows: apply one layer texture is . A IV er astm c138 . `kraft" Paper wrapping . covering surfaces of exposed members . Leave wrapping in place until permanent protection of 'Derbigum" 4" beyond tae of cant and 8" up vertical place Use non-marring slings for surface . Cleaning and Patching: After other trades have finished, �O : concrete in excess of 4" max , allowable slump shall is provided by adequate cover . point up around trim, facing tile and other "set" work . for all work . loading , unloading . and handling members to prevent damage Workmanship: Top quality , performed by skilled and Replace damaged drywall and l -an and ready for pe rejected, s ,cava e W to surfaces . experienced workmen: approved by manufacturer of roofing painting . astn� x615-82 , grade 4C For 115 bars and smaller ; felts , in strict accordance with specifications . Work shall OALl: Unload at site, place on level supports , off-ground , be done in a manner that will not mar or injure work of _ iCrade 60 for 06 bars and larger . adequately covered and protected from elements . .Q95Q0 • Acoust�el_JJr_4ALt1�.Wt_ � VM NO I q other trades . ; n with "UBC Standards" 047-18 .62ii-shrinking Cement � h : Ready mixed metallic grouting Keep members braced end �.4��-1.� Install -n accordance wi ompound by embeco , Burke , ferrolith g . or non-metallic ,Protection After D_ el'very: G�aE��Qg: Furnish s written guarantee of roofing 1'five star " grout . employ adjacent to. or st-rounding metal protected from elements , all applied loads . and against workmanship and r~saterials for a ppric'd of 2 years from date ;damage to surfaces . of final acceptance of wank by owner . Remedy any and all M$S.€I-1-�i ( flame spread - Mass I , 0-25 noncombustible ) i' ,fasteners , connectors , baseplates , frames o,, miscellaneous I o t®ls . drill holes and defects ocs:Urring within this period at no additional cost r " Er tion: Set beams in orepar-d anchore-tes . ,� n ion Wirt: 1112 galvanize annealed steel wire , 1 to owner . 'install bolts. leave wrapping in place until Permanent pose arid: Steel primed and finished with baked on white '\ DIVISIt " S - }protection is provided or until prior to stain n9 . _OZ600 = Prefinished Metal: vinyl enamel . 1 1/2" high bulb type tee runners and cross - al�ast�iala Ob-'�=_ Pre abricat. St_ruct'�LeLhQcr�_( wooel trusses) to®s with rolled edges , dv exposed tee grid system as �treral : Metal roofing fabricator shall provide and install manufactured by Donn Products , Chicago Metallic Corporation , Provide mist: . metal items shown on drawings and/or 1 " " all materials designated as: prefinished, fascia , flashing, and National Rolling Mills Co . �r�Qys : I series fabricated .4ith structural wood trim pieces , and roof sections . Members shall be finished bpecified . coordinate work with all trades . !flanges and web material : 3/8" APA structural 1 CD exterior prior to installation . " for "25 and 35" series and f" for "45" series . �1 L..MQuldir�: 15/16 flanges with rolled edges of same New; free frpm defects which would impair i material as exposed grid . trength.—terials•durability , or' appearance .• best commercial 1 f R o Tr Shell meet or exceed: tiu Match existing materials .- Duality for purposes specified . prion a Q � �' Acoustical Materials : 24x4845/8" lay-in panels . Panels :5 lb ,/sq .ft . dead load ZpZtallation : Form lines and edges true to detail . Hem should be " fire-rated" as required . Patter as selected by 25 lb ./sq .ft . live loan plus dead load edges and drips . Exposed surfaces free from buckle or owner . / FIttedamate Provide to lob site - shop uta instrcated and waves . allow for expansion and contraction . Nailing of �fttted material ready for erection . execute -in strict �rovida structural support for all mocha„ical units and !accordance with detailed drawings . check dimensions on job. isquipment . 'lashing shall be confined to one edge only . Where sheet 09650 •- Reel 1ientt FlQorinsL ( n�eLal is applied to surfaces other than wood , provide proper do not oversize drilled or punched holes with burning torch. �gntes _ Hol : 1- , ” factory Provided knockouts at 12" o .c , attachment l secure work . VA".: Flex-co, roll lengths . color as selected; mid tones , under top chord of "I " series trusses . no whites or blacks . 4" base as indicated. 6' base in !Standard -:trugtur 1 Shale _a MiLdStgel: ASTM A-36-81 Match existing . toilet rooms . "topset cove" base at all resilient flooring. specification for structural steel . brovide web stiffeners as required at, bearing points and ��� Al ' structural tubing: ASTM A500 , grade B FY = 46 ksi Nhere concentrated loads of greater than 501 of max . shear "straight" base at all carpeted areae . All Ripe' ASTM A53 . type E or S . grade B . desistance are applied . Touch Lip: After installation, touch up blemishes arsd exposed pop rivet fasteners with matching paint . I not a I1at9_n: Press base into adhefive with roller . Do not ASTM A-307 unless noted otherwise . Provide standard install base whe;•e drywall or plaster opdning at floor is late washers under bolt heads ote and nuts i^ contact with rovide all bridging . blcatking , filler pieces , and bracing Gua antes: Provide 20 year warranty on paint finish against over 1/4" . Inside corners to be mitered and outside corners cd equfred by calculations wind code . fading , chalking , cracking checking, end/or peeling . to be wrapped with joint , mire . 8' from corner . Install base Truss erector shall exercise extreme care during erection of r Flashing , gutters, downspouts: min . 24 ga . material with "contact bond" adhesive, max . e' from corner . ASTM AS00 grade ® FY = 46 ksiroof trusses to prevent trusses from buckling laterally . �1`��'``��-'�• per AESC end AWS code for fusion welding and gas Use spreader bars far lifting trusses and provide bracing as Z Q IY Iii i.no= � Z =dino tin9' building corsatr�.lction code 1 . pert a : using E-70-XX h®csasary .rods . all work performed by certified welders . OQ'680 - Csaet n end round smooth all connections . Provide assemblage C 4$+200 - Woo�_ and_Plaa�.ig Dogra a m' shop drawings ( stamped by an engineer �i• o �,bsJe,•,p r�in�.�� �Submit.�t p g lin true planes with :•.ase metals . Provide special inspection Platerial : Provided by owner . <o of all welds as required by code . re9iatered in the state o� Oregon ) for approval prior to standards : Conform to U ..S . Commercial Standard 'CS 171-58" � �nbrication . ,and all amendments , as mranufactured by U.S . Plywood. : 0 �� n iniac „ metals with 7 I Weyerhaucer . Mengel , Paine , Curtis , Hardwood Products , and Q cost structural steel and Truss manufacturer to inspect all trus�Los after Simpson . jDstellation• W O oats of 'rust inhibitive iron primer " , concrete surfaces hey have been erected and roof sheathing , bridging. cc It o be welded and , surfaces to be cast in concrete shall be blocking , etc . have been Installed. Manufacturer to submit C ;: Type II ,water resistant . Qirect,G.Lye Dawn: Edges shell be seam sealed . Glue applied =rL �O leaned and not primed . �ertiftc.ats to architect that inspection was made and LL trassses are in acceptable condition and meet manufacturers ' et edge of primary back . et has been Eacc� yer>_cers: Stain grade to match existing . � 0 �Q Iter recoat areas where shop co design aria installation requirements . ��d • 1 Carpet Pad.: Edges shell be seam sealed . Glue inserted a Finger Joints: Acceptable only at top and bottom rail and into edge to form a homogeneous bond . hinged edge of door . ��,DIYISS�_b - 110QaAI�,F1.9.:rl�s _ �1.�.YYL�19I�1__'T�AhA�.ANU��TV PRQTECTION � Place according to approved layout . No seams I Sid' Edna tap _1: Match face veneers as to species and withinn nr adr)raadjacent to teller row . maintain direction of L061 '0-- �guoh Caroe�Ty - Insulati 111 color . pattern and texture throughout . seams to be kept to a minimum . Avoid in "traffic- areas . Cross seams that are d Sills . Plat�, Wo,9d i1 Contact Wi. CQD.C- & Masonry" Lia" : Batt Insulation : Fit&inQ . ging and Trimming: As specified. Allow 1/16' necessary due to layout of an area shall be limited to Dm/4W'" ressure trestod lumber : conform to "american wood clearance at top and sided ; 3/16" over thresholds , and 3/8" absolute minimum . T-seams are not allowed. Edge strip , t- 1,k N reservers ' assoc . " and "federal. specification' TT-W-00571 goed Applicatign: Flame spread 25 foil faced per federal CCA/TT-354 ). chemical injection at 0.25 lbs , per cu .ft . pecifications NHHI-521F , type III , class A . and in clearance in openings •without thresholds . Bevel 2 edges at material change , or color change which �.ccurs at door CHOCKED ``CCA/Trlized" , 'chemical i ec "on at n ccordance with all local building codes and U .B .C . rate of 1 /8" per 2" . Under cut doors; i " at locations where locations , shall be centered under door when door is I required for ventilation . Work must be done by skilled "closed" . Install carpet edge guard at location wf-.�re edge 0^Ts Studs: Provide 'sstud* grade for lengths 10 ' andgaledApplication: Fail faced thermal insulation per mechanics to Architect 's Atisfaction . Adjust movable of carpet meets another type of flooring. f t-�-� 1'1-14 - , phorter . material classified as light framing' , utilize edwral specifications NHHI-521F . type I , type II . class C , parts to operate perfectly . Make further adjustments within •cAl.s `standard" and better grade with no more than 25% standard; ype III , class C . and in accordance with all local building 1 year after completion. �he balance "construction' . all material. classified Icodes and U13C . • " or " larch" , kiln dried and marked with grade G.l,1-al�.►st_": In accordance with terms and conditions of � JOE No. douplas fir �4� t7 biases . • Certainteed fiberglass 2" thickness *Standard Door Guarantee" , National Woodwork manufacturers '� ensity 2 .5 pcf sound accentuation blanket . Association . Replace any door whic;r fails to meat I , s►�sss Via, Rafters aIIS� .Headery Provide structural ,Joist and I por formrnce conditions of guarantee . nlanke with grade +-1sivnstlon: "02 and better " . all R,esistara_,,,_Q: "R" values shall be : ' at.erial "douglas fir " or 'larch kiln dried and marked walls: R-19 in 2x6 framing . .� Ith grade stamps . root : R=30 , erwts 72ND AVE., 14020 BUP 84-0143 OP 17 OF 18 'R18 XW10 PO r IOAL4e -31 w30wK ♦ ^1 IF THIS DOCUMENT IS LESS 17fTF171-111 1T TTTT Tri T 1TTTTTI IITTTT 1�1 1111 1 T�TT I 1995 LEGIBLE THAN THIS NOTA'1'ION II I 4 II ,, 6 I I 1� 17 11 AUGUST 307• -- — --- ----- -- g _ I'1' IS DUE 'I'O THE QI-IA1,I'1'Y OF No36 ®'r_-"" THE ORIG] NA1, DOCUMEN'P. E~ 6Z B� LZo�Zi6�i BI LT 9T 9T t�T E�Zri- TT ' i 6 �IIII�III IIII�IIIIIIIIIIIII I� IIIIII1�11�111111111�11iilllll�ll�1111111111 I�IIiI �l I �� IIII llllllii11111111�1111 I ��1111111illllllllll�IIIIIIIIINIII, II IIIII II (� I I II III �1 I II IIIII I�IIII I�IIIII�IIII 1111�I11 l� I f MORRIS _QM0 - Psi nti®a ®v I� &urfac.e f?_UP_ 1'a'. x.11: . r ' _. : Work and matcrri.als shall conform to local and .. c Putty nail holes and impp.rfeetions after priming . state coie-s , incl all f&(7iaral , state and other applicable l:.we and regulations . color of putty to match finish . Apply 2 coats shellac on � pitch pockets . Allow to dry overnight . ti�lA� 5y;�tem : Contractor design 'ander separate contract . t1e_ta1: Clean and etch galvanized surfaces not already "shop Prior to commencing work , provide for approval : primed" . a . duct layout indicating) supply and return registers . b . manufacturers data on equipment to be installed . r FEXr.,osed Dom Anchors : Screw and bolt heads or other exposed fastening devices: fill recessed area , shoulder and exposed \ QIVI510M 1�6 _ ELECTRICffi anchor with 'auto body" putty . Provide uniform , smooth — surface at door jamb . . All work to comply with state and national electrical codes . Protection of . Finighed Work : use tarpaulins or drop cloths work to ba complete , including hook-up to primary power when working above finished work . Clean paint splatters, source . spots and stains from finished surfaces . 1 . Rower 5Uppli' : 120/240 volt", single phase . Lighting Condf iQn5.: Painting may be accomplished under 2 . Wiring: #1.2tw or larger . temporary lighting conditions , only if light level is near 3 . Lighting Fixtures: per plans . "normal operating" level Actual lighting type ( fluorescent 4 . Receptacles : per plans . or incandescent ) shall be installed prior to appli .;ation of 5 . Cover Plates : wall locations - white . final coat , in order to facilitate color adjustment or isolated ground locations - orange:: area or triangular mark . modification . 1 . Prior to commencing work , provide for approval : b . Circuitry to new panels . Show provisions for Condition of urfaces: Clean , smooth and dry . Do not work ' lighting , power outlets , and miss. . equipment . when dust or insects are present . Application of first coat constitutes acceptance of surface b'/ painter . Paint not to be applied in rain or when rain is probable or imminent . Workmanshio: Highest quality , performed by skilled mechanics . Spread material vuenly , without runs or sags . Vary color of successive coats slightly to prevent skipping . 1... Cut sharp lines against glass and other materials . Each 0 coat must harden before succeeding coat is Applied . W Staining: Surfaces shall be covered with a uniform coat of stain and wiped off or brushed dry . Intensity of stain ... shall be consistent on all pieces , with a uniform appearance Tree of "blotches" . soft woods v8y require sealing to achieve a consistent uniform appearance of stained surfaces . Sandinci : Enamel or varnish finish applied to wood or- metal shall be sanded with fine -sandpaper and then cleaned between Q coats to produce an even . sm.�oth finish . unscheduled Areas: Closets , and other surfaces shall be W finished same as adjoining or nearest surfaces , unless (� otherwise indicated . piees . ndw.,irt Raceways and Insulated Pipe,5: Paint to W match background . When background is not painted, prime as requir,ect . apply 1 coat "spread satin" . = SO Duats and Grilles: Paint grilles out tc match adjoining 0. '$ surfaces . Paint voids behind grilles and registers "flat LU r ,X black " . Paint electrical panel faces out to match adjacent q 0 �S wall . f• Puttying: Nail holes , cracks and other defects shall be done , t6� n after first coat . Color of putty to match finish . Putty n shall be brought flush w J4-h adidinin9 surface . C4 0 All Metal Surfaces : Shall be washed with mineral spirits to remove dirt , oil , and grease before applying materials . remove rust and scale by wire brushing or sanding clean before painting . Shop coats of paint that become badly weathered , worn , or marred shall be cleaned and "touched up" with primeti- specified . All Galvanized Steel Surfaces : Prior to painting , surfaces shall be pretreated with "Aroprietary acid bound resinous" or "crystalline zinc phosphate " preparations . Use according to manufacturers directions . Doors : Tops , bottoms and edges shall be fiftished same as balance of "fitted" doors . Defective Work: Whatever the cause , painter shall be responsible to refinish without extra cost . Repair work damaged during construction; leave in "first class " conditi.or; . Matar "ia Must be best of their respective kinds , made by Pratt and lambert . Paint products by Martin-Senour , Sherwin Williams , National Lead , Pittsburg`i , Rodda Paint Xo . , and Millf i mint Co . are also acceptabie . Pa i nt i ng__ ! he. uc _t: W p trior Finighta: I" EXpo!Eed net Intemessent paint applied per manufacturer 's Q specifications for 1 hour protection . Zo Exterior Ceiling Board: 2 coats latex exterior flat paint . 00 prior Fiinish_e_2: V Z < ypsum Walls and Ceiling : 1 coat laex primer . d y ra � NA Q � W ^ 2 cgats latex egg shell enamel . !,( W W LLJ Cc WIUL 3: h IU. o 0 IL OAAWN 11,A_t-4 CHOCKEV OAT E BCAI.i JOB NO. i� SHORT 72ND AVE.,14030 EDp 94-0143 18 of is u 1 � OF ■HRfaIT� 'WTElMVW PC)V 18A1 20 —24x36 I F THIS DOCUMENT T S LESS ' 11111 I TISJlTr1T1 TTTIl I�T ri l l l l i1Tr71 I (1��1TP 'I I i�T 1��1��T1Tr G�JST 301995 T� ' LEGIBLE THAN THIS NO`T'A'T'ION, _ I .1I I` I I — 6 I- - T � II-�I I131-- l �� � L ! 11. _� Au 1 1'1' IS DUE '1'U THE QUALITY OF -r---� Q No.3d � ._...—.,. THE ORIGINAL DOCUMEN'T'. 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