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7329 SW BRIDGEPORT ROAD-1 ,, - ., ,. :nu,r�, ,.: ,..^ _ .,. .. :.-,,.,P•»^„<R.. �..,�.•...,..- .,a-�...�„-,�a.,,. .-.� r., .rr-.-,� , ,_ .. .�.,..,.., .� -._�,.,,,,.�.,,,,.,r�, .,.,..,.�,,- „•,,.:,m,� .,r,�.�., x _�.,.-„�--�.,.,�,..- �„-.-. ,,...,,ry' r�.,.a.,•.m �. -� ...,r......,. , ,n,.-�- .�•�.-,r. ,�. .�- .-�.,.� -.,.-� �.,,w�.,,,...T,.,�.�...�r.�,.,,�,,, ,.., w .-. R. ,. . r,,,.�-��.•-,..�,r., -�.- � . �. 1 r •J t : ,. '. ., ., �e' :. I. P a . r. „ ... -:.'-1. .1••5,'� ,,: !F, r• `71 "•fid' y� ni'. a • I I , 1 1 t e,. ,.', i. ,. .,.I f..., {_ ,. .. ,. :. �r ,. r n� .,4 ,...\ ,.. ..w 4w.•u,. ? Yr.uk•. k.. 1v, `hi , : , r I, r �1 fir,.; �n,. ,': � i',.�'i �• � a��hf 3 : • . .. �i 7 1{'�� ( A,�'r,•,' H�.��i,r rt�11,�•�5a`}r7np��`,: [S • 1 L'...: .- .. � ,. .::.:. . .. ,.,-....,'.,r ss ,,, i. ...•._. ,.' f�i��—s�w��lww—w.iNl�isls57�1#�iY� I�"J�'_"".r aJi,MiYrifa�u,e.». �:,Y,.u �_. • �.: ,, ;•SO�o,' ` '91i1i11Wrb'rr..,a_r....u..r.-.._.h+YWiiNN.:a✓ +.K�#IYOiWI 'XVL'A`.jft�• .., .. : r.,.r.1,...ri86lAiil#Ifc#LfIJia4wlr4:, -:.a'.'. -,- - - tliyVtS� BRIDGEPORT 1., , I VILLAGE TIGA.RD, OREGON ro } V') Cn I z i ►n N ( N I = PROJECT TEAM tk `V qtr I d O IAT S THOMPSC�N VAIV001A & ASS C , ARCHITECTS INC. 920 SW SIXTH AVENUE, SUITE 150 PORTLAND, OREGON 97204 Phone: 503--220-0668 Phone: 503-225-0803 i ROBINSON CONSTRUCTION 11PPROVEC ❑ RMSi_6 NL5'_I�',Rlf 21360 NW AMBERWOOD DR. Aw�sF�s�.��� ❑ ��� �� _- Thi Chap d'74 -V nB q , fq!n•r'nr.t rr THEcE DRA�yrE;CS/PAd CT ,o RrEWED ByROBINSN DATAHILLSBORO, OREGON 97124 r;AVE t�tcr; COMF! IA Nf.E W1 E I,QWSTRNCr;CIN FOR DOCUMENT r H THE CONTRACT DOES UOI S THIS REVrEV1 OF ACC�ET,arrrr Phone: 503-645-8531 so!a Ili 1h to h( r` r ori REL sa'e!y to the!a�^.•r,,,;.,,.,,.� �r';�I„I:�.-',,.. FR RESPONSrHI. THE sego^noes a`n t re at u•;n� COMPM ENESS. r IlY FOR CORRECTNE�, Fax: 503-645-5357 BNT Sty uctural Eng in cr; SPEC,SECT. DATE:DAIE '---- r RCVIENrCD By SUBMITTAL. () '"�------ r' T MOUNTAIN GLAD AUTHORITY HAVING JURISDICTION (AHJ) to 4�f 1��o�� f.� 11231 SE �I WY 212 FOR, PERMITTING & .,kCCEPTANCE: 6,310 � � MOUNTAIN GLASS CLACKAM.�S, OREGON 97015 CITY OF TUALATIN ❑NO ExCEPTtlON tA1QrydMAKE CORRECTIONS 18880 SW MARTINA.ZZI AVE. NOTED PROJECT MANAGER: CNAUCK ❑INI-r) MAT REVISE AND RESUBMIT [f INrnRMAT10N ONLY SUBMIT SPECIFIED ITEM PHONE: 503-722-7554 TUALATIN, OREGON 97062 ACKNOWLEDGED RECEIPT ° � � CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THg Date: 09/21/04 z BUILDING OFFICIAL : JOHN STELZENMUELLER DESIGN F INFORMATION TI THE PROJECT ANCn G GENERAL COMPLIANCE FAX 503-722-7560 WITH THF INSHOWTIS U13JFN THE CONTRACT REQUIREMENTS t�1j}+•y� ��qa. 4070-2 Lt• ANY,ACTIr N SHOWN!g SUHJF.C7 TO 'THE REQUIREMENTS OI'THIN Submittal b a o 7! � PLANS AND SPECIFICATIONS. C('N17RACTOR IS RESPONSIBLE /^���� PHONE: 503-692-2000 FOR: DIMENSIONS OB SITE. SHALL HC CONFIRMED AND �C}�..�W�! ��}p �� L��v� • CORRELATED AT THE JOU SITE; FABRICATION PROCESS AND f'RCPAREf�lItJDER TRE !1 tW VI 1e go TECHNIQUES OF CU.`NECTRUC7IQN; COORDINATION OF HIS WANK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY FAK �Q503--692-5421 PER ©Es+l3N SUPERVISION OF PERFORMANCE OF HIS WORN. Book Date ��/L+V/O4 BERRY NORDUNG ENGINEERS I �ar Q 711cxnp�on VAN-Oda AAry, Aw INCORPORATED. A B.N.E.I. IS NOT RE SPO iBLE Thru Add N/Y� FOR DIMENSIONAL ACCURACY ly cu no itlsue",)f a permit based on the Plans, spec+flcationll, ! CITY OF TUA ��EI Rind other data Shall not prevent the Building Oftel trrtm RECEIVE low I'lidna- ON cumum Q( twmmjLANd am and other data, or fmi preventing buildings NOV 16 "l.. TjRLLV (►4 s�'��'1-. uN ' ' opvOwis being carried on there under when in violation ��t nt�0,1 VM , T _ of this oode or any other ordinanoea of the)unsdi0onF'I'JI-ililirr lilt Ser!:set.tion 105.3.1 of IBC AL Permit No. p � L RY p WA ��►+III��ilylrrw� k sni.M+.1.,�►;{«.M � ,r .�'I✓' rte{ t5i w , , ( , 7 ., b_. 9 . ,..: , •.,... - .. ,., .. , .: ..b ". „" :; I it'. • -. i'. .i. . .,.:. . .. .1 .f., :r :. i r. .'a.. - {, msµ, ,... : .: _ :, off' ,.. . ,. , _ ..,. .. . ,.,' .._ . •. � ;� ' +r.. 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ARC�ItcTu�Al RE1'EReNCF, ►��. _---,_,_;_;,;�,-_ _ I ° 1) WT GLASS WAtLL NOI -MF-R GLASS OR GLAZING MATERIALS EXCEPT FR(i+AA A APPROVkO SET OF Q.O. Gtr WE ACTUAL CLA53t SZE) �-1 PPG 1 O.A. CLEAR WAOW-E IN x A 11 FRAMIND: KAWNEER 1900 SYSTEM 1 - 4 3/4 SHOP DRAWINGS UNLESS OT ZRWISE• STATED. WN' S 3-COAT FLUROPOL`UER POLINT /4231 MUSKET GRAY O.L.O.ADAY I.IGMT OPEN!WG 1/4' dEAR �I P FIWI$Ii; KAWNEER 1p KEY p.AS6: SEE SCHEDULE 0.0. DOOR O L FR 1/2" OUR SPACE C NIOMFIT;3'f:ALANT: 9KAFLEX 19LW 2)MAT (A-ASS WILL AS5l,'tAk NO kESF{MIS+BiuTP FOR ERRORS kt�M.TINy FROM THE USE OF ThESE O.A.F. OVER ALL FRAME / DRAWINC`', BY OTHER TRADES R.O. ROUGH OKNING 1/4` CLEAR 2)FRAM : KAWNEER 455 T-CQ FRAMING (ABOVE DOORS) T SPANnMPREI) GLASS TEMLOWSOIWHEN G _ i1N1�W; KAWM>1•IEER STD 3^-COAT FLUROPOL`MER PAINT /4231 MUSKET OKAY a)ALL INTERIOR CAULKING t5 THE P.ESWON�,,18K.:''�f OF OTHERS UN:,E yS OTHERMNS'E RIEG�IESTEO tiMTl1 RFP gp I 81'ANQitEI GLASS T�fI11PErtED WHEN REO, dY UBC _ry^ ..- • (REQUEE T FOR PRICING) W MARE GLASS CL-2 PP0 1 48 0A, CLEAR TEMPERED CLASS SEE SCHEDULE M MIRROR GLASSt/4 - y DOOR$. SEE SCHEDULE 4)MT CLASS IS RESPONSAUll FOR FVTER!QR CAULKING/SEAL.AFT AROUND FRAMING SYSTEM, WIDOWS AND B.O.M. BOTTOM OF MULIJON ' CLEAR UTWTAILS -- --�---- -- JOINT'SEAL,ANT: 51KAFXX IOLMIEwMIPEREO WMiFitl REG. BY UBC BREAK METAL/FLASFHNC YdF1EN FLASHING / E�strAK MIL ly SUFMdLIFCLI !iY MT ;i.ASS T.O.M.T.O.M, TOP OF STEEL UNtJ:SS OTHEWISE NOTED T.O.S. U OF STEEL C.L. CEN'IFA LINE (L-) Ma ;� O�.AE.�CLEAR TEIAPERE�D Y 5)MT GLASS 15 RESPONSABLE FOR BLOCK114C AND SHIMMING WITHIN ROUGH OPEMNQ %&T UNLEW B.O. BY OTHERS , ! OTHERWISE NOTED W.S. WINDLOAD CUP WELDED TO STEEL ItMKRED WHEN REO. by UBC s D.S. DEADLOAD t:JP WELDED TO STEEL ...`. --•----- 9) TEMPLATES FOR HAROWARE BY OTHERS MUST BE FURNISHM PRIOR TO FABRICATION FOR PREP BY T.S t-CI,Jp CONNECTING TO STEEL ; MT CLASS SHOP T.C. T--CLIP CONNECTING TO CONCRETE ; T.M. T-CLIP CONNECTING TO METAL FRAMING T.W. T•-CIDP CONNECTING TO WOOD FRAMING p „ F.S. F--CUP CONNECTING 70 STEEL ; z ' 1 F.C. F-CLIP CONNECTING TO CONCRETE UBC rTEMPERING REQUIREMENTS �._ F.M. F-CLIP CONNECTING TO WEIAL FRAMING F.W, F-CUP CONNECTING TO WOOD FRAMING m f9lT-VUWF M BUILDING CODE (rerc) P.F. PERIMETER GLASS POCKET F-CUP CHAPTER 24 S.T. ADDED STEEL SECTION 2406.4 O.C. ON CENTER PARAGRAPH 9 Jc 7 OPP, OPPO'SIIE 1 S.P. SPUC'E POINT PNL PANEL G. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE IIHE NEAREST EXPOSED EDGE OF THE CLAZING IS WITHIN A 24-INCH (610 mm) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND I MAiERE THE BOTTOM EXPOSED EDGE OF THE rAAZINC IS '-.ESS THAN 80 IN— C/) CHES (1525 mm) ABOVE THE WALKING SURFACE. I 7, GAZING IN AN INDIVIDUAL F7XE0 OR ONERABLE PANELS. OTHER THANU'D THOSE LOCATIONS DISCRIBED IN ITEMS °r 8, THAT MEETS ALL OF THE FOL- LtGEND _- LOMANG CONDITIONS. "� 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.84 m2), i 7.2 EXPOSLD BzOT10M EDGE LESS IRAN IS INCHES (437 rnm) - --- ELEVATION NUMBERR � 7_ ABOVE THE FLOUR -- -- - SHEET NUMBER 7.3 EXPOSED BOTTOM EDGE GREATER THAN 38 INCHES (914 mm) 1 ABOVE THE FLOOR 7.4 ONE OR MORE WALKMKM SURFACES WITHIN 39 INCHES (014 KEY PLAN ELEVATION BUBBLE i mm) HORIZONTALLY OF THE GLAZING. DETAIL NUMBER -- ----- SHEET NUMBER j DET,dL BUBBLE I (1 ----- REUTE NUMBER -- SHEET NUMBER KEY PLAN RELITE ELEVATION BUBBLE LO - ---- MIRROR NUMBER O ry ----- SHEET NUMBER z KEY PLAN MIRROR ELEVATION BUBBLE N I f O i u I - U DOOR SCHEDULE _._ _- 10 -DOOR: J100A ( --------- Q 1008 - YA V X _ N• A7 X 7 / ♦ , k7 / E —OUT • ♦ c N V STYLE // ♦� TYP MI // .' // ♦♦ !Mort e /,/ `\\ AIL: ♦.. RAIL' /// ♦\` I �. / AIL: 1 i 0RAIL 5 GL_ GLAS3; — // \` , / N AIN / / ♦ , ♦ I ♦ ` i, / JDWRum W= 4 THR — ACE ` 4 TMiRESH ANCHORAtir. ` 4 THRESHOLD -ANCHORAGE /4' THRE ANCHORAGE /HQWR Ont 4 - A� ♦ / _ / K 2 112 EM2 V= r f 1 DOOR SCHEDULE ---- '_" ..__— A' Atow 13 1/0 LHISVA l / \ / / ♦♦ f `♦ '♦ i ♦\ �' 16.310 r Jur RAIL FS- V r_l , - ,/ ♦\ - / , 1PAINT MQWR Off= 2 1A / / ♦ ` NI N ♦ � f��C I �alNgay� C� >. / , / ` 4 -AN / 4 SH -Ak ` , 4 Off- ♦ THR OL - A r 4_ -a ♦ , - / - X 2 la !1!1 m \ / ♦ \ / ♦ / / \ �' e-K r,/C 4 s, L L�l J, ♦ / \ / / ♦ / IR PREPARED UNDER THEA `� w — OESIGN SUPERVISION OF BERF?Y-NORpLlNG ENi;INtERS INCORPORATED. IWO IW 12S2 B.N.E I IS NOT RESMIQ5 i3LE FOR (AMENSIONAL A(.,(AA;,icy OPY 2.0a =J SIDE C CITY OF 1 UkLATIN REcFiVED tiov 1 BUILDINGNG D,MENT _ ..- .. .�.Www,w,w..... e.+rw ^_'. 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I I KEY PLAN A2 I I! 1 t SCALE: 1/4�/ �. 1 --QN I — - — - —- — - — - — - -4 09 I I I , � ' ' ' I I ,r, a� a: `Q f ' - - -- _ - - -- - - - - - - - 3 :A U)04 4 d, i I I I j I ,r , I ! j F8 I r! I I j 2.Ob I I I �tU pRof 16,31 2.1 I c2 ONY ;FS+ J K N I J { PREPARED UNDER THE DESIGN KEY PLAN Al I BERRY-MORD I�iG VISIENG� r� ENGINEERS � _.--• INCORPORATED. I � SCALE: 1/411 11-0" B.N.E.I. I&NOT RESPONSIBLE FOR DIMENS04AL ACCURACY � I A2 Al �x KEY PLAN sKr oil . la Vf -IN ....�...� F,,CFIVf. I i I t4ov BUiLDIN(i DEP! MENT I IIPiMa n.SW��IMP'vW+>' MgWIM+,YI.:IW' •Jr.ir..i,.tv,ryty,4,w,.Ar*b]do�lY.. _ ,,eM,'i1M81®' ie • • 4 { b' ',R I�t r,,�9 t n{Ir:� S 4'� a4 �`• 4 Y'r�"� '�,i;"F. `� M ti. - ,r. �p t .; �"� � tit :v• '.�1' , r I' � � i/•�, .. ,. .. X14 , ., ,.. x .a N�,, r • I!t'r : stseetaeyes ; �Yep ut.. � ked . r hc' .� t v s���.a� ms's.. t .,a r , o.; .�... ,.:, !, fir. : ,:. ... -•..C3di .,, ., �`. -'�.:C ,,'..r�_., t i 1 : ♦ r r : 5 'h _ . VI . 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M•:. dirxrJu.t....+4rJrt ,i�a.+l�oir}_..• — i AG•@IViV A�• i 1 w.AA I I � I � � a J"-. --.-`rte-•+.,` I 1 �6 rF 2.Ob I 2.Ob I r I ' D6 I Db i 2.Ob a I 2.Ob I I 1 I 9 i I I I I I I I Q CID) — — — — — - --I 101 -1 i I L_ _ _ _ _ _ _ _ - _- ' I I I I i I I I , I I I I I I I i I i I I I 1 1 Ac I6,31Q I I i 4#l0 0 �or N Q ,E'xr4G ul PREPARED UNDER THEN Q DESIGN SUPERVISION OF KEY PLAN BERRY-NORDLING ENGINEERS K L I PLAN 13 INCORPORATED. B.N t= ! IS NOT RESPONSIBLE V SCALE: /4�� = 1 —G�� POR DIMENSIONAL,ACCURACY C� rA� j Jo � W�P 1 I S2 KEY PLAN l t' 1 �I J2,61 t(0 of TUALA ON , { � r BUILDING DEP ,MEi� r _. k4-11-611 d "1M1�r4,r. IM a.. � °j ( 4. I -'+`�'9 ,. � :.� .,\ -d.,,w't•5,}.,J.e:.'�i'� :. ,,... 3"'"` AIJ�1.3'�i � .4 � qla , r , qp ,. ; 1� , 7 r� .,: ..as a.....-,.,,•...............•- ... _....•... - ...... ......_ • '" IY�YrYYlAY1NW1�tlouL�lY�wiwW_a•,... u.._ _I i i rtt - - � -. .......a.. � •..., +%,..«ti'- .r..w.lr.r+.nr .....a.....r.,Kv ,�:�.. w.w.....,..,.,x.,,.w,.,...-. 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DESIGN SUPE:RVIS10N OF BERRY•NOROLING ENGINEERS INCORPORATED. H.N.E.I, IS NOT RESPONSIBLE V Frig DIMENSIONAL ACCURAC'( w ' � � R AC J KEY PLAN 2. 1 c o ' { LiIY Ur ',1FD� RE.CF I BUILDINGloop ,.e,�, �y��Lr� + •• N.rN �stl*°.++rNIM'MdiLYM..+l ba.. , • `' .,., is *'�fyy�•i.YL d d 'j i r i5 �i''�.�. r �1,•fRa52,r-.. _ .>•.. � .. 1: 1 `. - f bb�h ry� 7 Y h ''If F '.i ...1•: .. , } i. W , y�Zi.. tr �.r. a ,7 _.; .. :... r ,,. ,. ,:,..,.. • .N , y r, a, r �.N �•+!s �' VIS — a''; • . ._ ..___„ yYYyrri11f1�0Y4'Irli�l » �......., �,r...w:.ws.....,..wr..w.lwa✓awtsr�lsar,alii sYM �ti .y„ "•.:.`.�__..a..url.uar-r�r.•..�•:,_.,.,..c..w.:: rw,..r....,�r..'.rx'uwGY.We.�..rai IraWl�ii'MW��YIV ris i..l4rro.fYIYYIYYfW'•'e" -. - ...... ....,Y...vrr+r'�IIMhMIYMYiYrrGWwo..-.`�"�` - - -1�'t-''i ... Kenvom � 0 v A ANS-A/AJ1 • 'I'0 a. OLO R?.. \\ ` 1D 851 86 64 L±--0j4.0 L4.0 i N �O '•' J N i .- 2" 2" 2' _ 2" 4'-1 1/4"— 1'-10" X0 DLO I DLO cr,c%n 3/8" .--8'-5 1/4' OAF— W-6" AF W-6" RO -----� X ELEVATION Al ( A. R. O- A6.3) SCALE: 3/8" 3 1'- Q" 6 REG. iv r M 86 B4 iv o. o LQ 14.01 4.0 c r 000 N II -J-J Q O CX 1 O 0-1 4.0 \ oo N cI _j o ., r ui �Q I N \ u r 2w2" 2" 2" V 1'-10" _4'-1 1/4"� 1'-10w DLO DLO DLO 3/8" 8'-5 1/4" OAF--- 3/8" 8'-6" RO ELEVATION A2 ( A. R, 6 A6. 3) SCALE: 3/8 1'--0 6 REG. �r — 0 N O O \ iI M,82 B4 `\ �T < O� • N \� r B6 \ N 65 _ Bs P,8130 `�•� I 4.0 40 • — 0 \ N J 00 r I 2" 2° 2" - 2- 1'--10" "1'--10" _ 4'-1 1/4"_� V-10` DLO DLO DLO --8'-5 1/4" OAF 3/8" --- 8'-6" RO C.YJ ♦ti��q V RofF��i I \`s ELEVATION A3 (A. R. 61A6. 3) 4 SCALE: 3/8w l'-0" 6 REQ. G. - ?,folly > ti � as I PREPARED UNDER THE DESIGN SUPERVISION OF , BERRY-NORDLING ENGINEERS 9: F INCORPORATED. I B.N.E.I. IS N!O'f RESPONSIBLE FOR DiMENSiONAI.ACCURACY 3,.o p' Gj CITY OF UALJ°rf1N X14 ' or 1 6 1 J E;UIL0ING[EPA ----- rn' ,wwr,,,;,,r,W;�d,MM '"_.: +w,,rMwa,>h�. ___ .. ,._...._..-.....,.,_,,,.�,�.,r,•+r'—_.—__..._._ __._.. ----.._...._.....,...IY...i.�•----'^" .„-..Hj ... ,I.aw.slr+.e..arw«„wr. wnc�vr,uroeYYwMrroY"`,,%y+us,y,”; V �� nt1 rv. '_I r'�.+1'7�ra'''• 1''irl' �l�t�' � r r�.w ��• fit,,. '+� � � t .t s, 'K; t I 1l 5:.1'. •y� r ;,�(�1 Ora ',,I., '�,r �aP�`Mf� �.t4�' : lu• 1 ' �° l I r ...;:. n -<r!.?'f+e tt n..�.i.rAA Jrr'st{,, i.;i,A -• :�l=titr..�eSA:.,,,,:' .� ',•h,"�o-F" .,r,. .,... v. 1 R - s r •� :ae 07A Fk;".' .. r r N' P. , :. .. s �R! r " ., r F7 �- tai. ,.Irr. 1,A . ,t x ..., ..,t^: •:� , ..1 S" r.. . i y :,. .. 7...; q :, :: •.. .. Ck .. P f, .av ;l, r-.. 1 .;r .:,, i. :, ,: :r- ��M• -f. h 2.: Ffi'. a 11 hV AA I .: : .. . :. -,•. � l ,,>�'..,v !t I .. _ I: •.._' ` F-t. ,.. , .... ..:., r... t, i .i... 1, '. .:. '. v .. .... „ • . 1 a.fir ,r •.. ,. ✓; f .. �.: 4.. 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'-�-� tia: r �_ ..:,., ' ..._.-:,.v.w.. :,:.,.:.:..,, ._.-..,.•n,..:w■�i w•. � i'a tank+.foruolMlaV.J1iG6911-�-- .j/��fw w�ll�lYlNrwa.u:4._.• _ulli�ifrOM�ar�,er::naf�iil'aY- ..� .. �. f .._-........_ ,......._.W«.•_=.�_...v.' uri.WutrlulY+tlarw:.wWYN..�,r..... , I•I ' 1 -- _ __-- .tc•�:,,I asp,. _.-_-_- -- _ � �" I RE 1 ISNN Y oz I i a.a u - ----- ---.__.__- 121-1 d" RO-_ _ 9'-9 1/2- RO-- - I�---------•--9'--9 1/2" RO- .._._-_ I �.----- ------- 2'-10" RO- ------ -_.._-. - 9 --10 RO -- -------.-� RO - 1 » ---_,__- •----- -_ __.-------•-;2 9 1/4" OAF' ---- 9'-9 1/4" OAF-----.____ -.� -9'-9 1/4" OAF.--_-- __,.. ._ r.:Y..----;2'--9 1/4" OAF _._.. ..r_ - 9'-$ 3/+►" OAF --- 9 -8 3/4 OAF I N 1 N 1 M N 1 N 1 N / M 2'-11" 2'- 11 N I �I- N 1 {", " ■ N 2'-11' 3'-0 3/8 3 -1 3/8"_ _ 2'-t1 2 -11 5 8 2'--11 5/8 2 _0 3 VOtrO 8 3 -DLG/8 20L0 r � -1 i 3 -U 5/8" 1 5/H ._,•� 2'-1t" 2 -tt 5/8" .2'-11 �/8 2'-11 3'-•1 3/8 � 3'-0 3/8" 2'-11" O 3 DLO DLO DLO DLO DL DLO DLO DLO DLO DLO DLO - DLO DLO I DLO DLO DLU L N M N N N I O '" " 2- 2" 2" 2N 1N 2" 2" 2- 2" ++- 2" 2" -.a1 7" •. 2" 2" 2 2 2 •- 2 2 -- - 2" 2 G •F-' I - 2" 2" 2" 2" 2„ z . r • ; " 3/g" �. 3/8" 3/8" 3/g" 3/8» 3/8N 3/8" 3/8- ,.- - 3/8" 3/8 - •./8 c4 "� N r i I is I _ 3s 1 I i. i I m c-, i A 1 I Al__ A, , w _ �� 4.0 \ - �a ��� _ ��: Cl A3 I�' /f A4 // q3 t 00 4.D // A5 /� A3 % 4.G� // A3 0 W. I A3 \� A4 �\ A- \ 5 `\ \ 4.0 r a '°' o d a a a c� 4.0 A2- 4.0 A2 4.0 a,U A7 4.0 �- 4.0 .0 4.0 A21 I I I I I j - I 4.0 I 4'"J '- g 4.d 4.0 N �+ - 4.0 0 r h J L �" TI N A4 ELEVATION 5 ELEVATION A6 ELEVATION A10 ELEVATION A11 ELEVATION Al2 r ; ELEVATION 0 �. - " V-0" / • t R / • - V-0" 1 REQ. � R SCALE: 3/80 -j'_p' 1 REO. SCALE: 3/8" - 11-0" 1 REQ. SCALE: 3/8 � 1'­00 t REO. SCALE: 3/8� t REQ. SCALE: 3 8 y t -0 EQ. SCALE: 3 8 Lo 9'- RO ----- ---- 12'-17 RO --9'-9 4-� RO I o _--g'-9 �-f�'� RO--- 2' RO --- -- - 9'- �fY RO ----9'--9 1/4" OAF.-------, '2'-9 1/4" OAF - -------- - -9'-8 3/4" OAF I - - 9'-8 3/4" OAF ---at 9 10/4" OAF -- 9'-9 1/4" OAF 6' DU 3' DO - 6' OO 6' DO ---� 3' DG --{ 6' DO W I � c� `Oj 0 �' 2" 2^ ._ 2~ 2" 7" 2" I 2" 2" 21• 2" 2" 2" ,J � � -- 6' DO - 3' DO - 6' UC --�---� --- -- 6' DO 3 DO --i - _. 6 DO �ll 1 I t I � Q » " ^" 2 " 2„ 2» 211 z• 2" 2" 3/8" 1 4" 3/8" 3/8" � �„- 3/8" 3/8" f V /�.1 3/$» �i�l E i r 2" 2 2 .- I 3/8- I 3/8- 3/8N 3/8" 3/81 3/8" APA2 A2AA2 17 7 2 RA240 4.0 04.0 4.0^ I II a __/Z_ � e '. ` IQ Q A7 A6 F A3 , A6 A7 A6 A7 a o A6N FA-7-1A6 A7 A6 A7 4.0 4.0 4.0 4.0 4.0 4.01 4.0 ^ i•e N N 4.0 4.0 I 4,0 4.0 4.0 4.0 i ly 1 7 1/2" 7" - 7" 7" �----- '-2 1/2" '-2 1/2" 1'-2 1/2t- 2'- /2" 11_2 1/Z» 7Y 7» 7• 7 1/2" +�� 12'_10" -.,.-____9'-9 1/2" V-9 1/2" ----T--12'-1 D" t I _ I 1i' A.R. 14' A.R. 12'-3" A.R. -12'-30 A.R. '-----"14' A.R. 1 DOOR 100A DOOR #1 OUB DOOR �11QOC DOOR �tt00D DOOR 100E DOOR �l100E DOOR #1OOG DOOR #,y1 OOH DOOR 1001 DOOR N100J DOOR 7,y 00K 1 A.R.- DOOR 100E �y �! / 7/ 7 X �1O 6/0X70 6/0X70 3QX70 6/OX7IO 8[0X `70 3�OX7Q 6[OX �O 6//0 X 7//0 T RHO X 7 0OU7 640 X/SWING-OUT I 640 X97100UT 3/0 X NG•0 640 X N�0OUT PR/SWING-OUT RH/SWIN�-OUT PR/SWING OUT PR/SWIN�-OUT LH/SWING OUT PKK/SWING-OUT POSWINC- OUT / / ELEVATION A7 ELEVATION 4s ELEVATION A9 ELEVATION A13 ELEVATION A14 ELEVATION A15 _ SCALE: 3 8" - 1'-0" 1 REO. SCALE: 3/8" - 1'-0" t REQ. SCALE: 3/8" - V-0" 1 REO. SCALE: 3/8 1 -0 1 REQ. SCALE: 3/8 - 1 -0 t REQ. SCALE: 3/8 1 -0 1 EQ• / I + to ra00 9` 1e.31o ,� 1 41 ep r Pq PREPARED(IM)EP THE ' I DESIGN SUPE.HVISION OF BERRY-NORDs_ING ENGINEERS INCORPOPIATED. B.N.E.I. IS NOT RESPONSIBLE ^+ >� FOR DIMEWSIONAL ACCURACY ,� 1 301 a vf IL, .1-MoGaill 14 RECEIV I t�0� 1 6 7 i4 dim BUILDING pEPA MENT ...,.. ,_„a..+,1•,^nw.,«tM+m.t+.•af,n7NIMM'NR�1'Jl�w�raaa�■11�••.. �■�MK -•,.r.,w.rK5v1.,N.•.",."....�-Mr:.•,+... , 'N ,1.•. ,T,11». NN N.Mt.NMNk.J■,�M.W,ISCKY..,»IkM�1M• ellotr.��1-t a�rwx.r•...I+I.r+1» -......,.. _._..___ �` 1 .L . t ^4:.?fa-r s . w 1. L. I I� � e: wesr*" R� s , ► .. ,. ., 1.:M1 l ,. '.Y .. :.., .. `f. :. . �, r b I. .,_.. i .c K+, 6,.L•t.e` yjN� .:k a I , , _ N Ai r �dry. r' i� 1` ., .• _.:. ., .. ... - ._- 4 .-,,.:. _ .. .:.. -.. _.._... , di WrYfFJi:lrK:v.»nrre..__ •_.iJLL.!►.i:.. --cry '.a ,. ..•a.uWrW+b r� rY.:r. .,.. .-r. `:� �": ., s.. _..rer+.rrr,.:lw....- _.+.. —.... ••,..._•,.'. —.,• =war:. a:s,.r=.. tialr" :hWw� -. •_—,yam..- — .Wee(4.llibt...uV.....++,_.w..,w...w,..,.r.. '"'•a'Sl�w IYiM111MYrtt.wr+rro-r:i.u....._........wa....ysi u.rYtu'rerr.Y.ilY11V/Wik1iG .Y rMrurJY.ui ...w:..a f drr, ArWY"Y - r.r..iw...w.•.nwm rard _._._._ ............w.....s'..._......,...:._w...rw..r+wurW.nr-errr....,..wrM.+.Fr.4Yrwc'_ ..W_ ..._ _...i1NIlYMYr+r-Sao..:.......-..,......._,....._......: ,.w .—.•.._ ' Jt�V1510 METAL_ STUD FRAMING — Ile am Ir METAL STUD FRAMINv PARTS LIST � 18 GAUGE MIN. '��• - � -------•---- — ---.__----- is GAUGE IYfIM. -_._--r��..�` - , . `i �--P C a _ -_ —_--- _ ==-- •'t � A 451T-CG-OU3 SILL B 451 T--CC-Oi 1 HORIZONTAL CENTER r i CENTER ANCHOR �• ' _ — _ _� 00 SCREW ON CLIP r "'' C 451T C.i- 1 HEAD JAMB MULLION D 451 i- -002 POCKET FILLER—_ -- - _ - DD t E 807-343 - SILL _HEAD, HO_RZ: JAMB - x �..\ f - - ANCHORAGE - 2 DD FASTENERS _ _ I �,�: F 16's--5J5 PERIMtTER PRESSURE E.AR 4 JAMP AND EACH SIDE OF _ II - - - IO - - PER \• INTERMEDIATE VERTICALS L -- -_ G 1&2-006 EXTERIOR COVER CAP_ C i:� H 162_-335 EXTERIOR PRESSURE EAR V �-- AA I ti. - - � '•- �� t 809- 611 INTERIOR COVER CAP_ � / J 210-021 INTERIOR _PRESSURE BAR _ K_ 451-CG-004 GLASS STOP �- �-- ----------- AA L 451- VG-327 HEAD CHANNEL - -- — ---- -- ` t, ,: + . ;;, ' i .ri,` •*.......R •..�Y-- - -- M 4_5 i T--037 THERMAL SILL FLASHING 00 - �r--- 0�� N 451-501- SINGLE ACING DOOR JAMB_ C r� i PROVIDE T CLIP WHERE INDICATED --� I - "H - � 1N SHEET 5.0 ] - � G 0 y51-,.02 SINGLE ACTING DOOR HEADER - -- I�� - P 452-145 THERMAL CAULKING BACKER -- R 0 162-069 PERIMETER F CLIP - RADIUS SHAPE � I � Ft 1/4 X 5/8 `�;EC:I. STRAP ---_ DETAIL A 5 '-_----- ' - - CK -_--- '� R S 813-927 SHEAR BLOCK `I .". SCALE: 6" 1'•-0" imp T 162-03� 034 Edo -T CLIP ANCHOR__ _ t E _ MATERIALS _ LIST 7o ; i I i AA MTl FLASHING BY OTHERS -- - - - - _-- _. Be TUBE STEEL_ BY OTHERS I ( A. R. 6 10. 8ll DETAIL Al / p p CC 1/4-7.0 D_RILLFLEX SCREW --- __ DETAIL B 1 ( A. R. 1 / 10. 8) DD 12 PAM _HEAD SCREW WITH NEO--WASHE R_ - SCALE: 6" = 1'-0" � /---- N SCALE: 6" a 1'-•0" r I tC BREAK MTL _BY MT CLASS_ _- - (TF #10 X 1 2 UNDERCUT FHSMS i I � 1 tt � _ f Ii I I z ANCHORAGE - 1 CC FAS1ENER -'' K __ H 0 _ J ' PER JAMB AND EACH SIDE OF /�' t !NTERMEDIATE VERTICALS--J f Fr I � - A ��— R-�•--- I � �� CC .. M DO --T�— 2" 2" ---�-�- D0 I -- - _ R I _-- VERICS 1 1/4 MIN. DISTANCE EE E _ i r �- TO ANCHOR POINT I _ 3/4" DETAIL A6 — — " — DETAIL B2 I . BB SCALE: 6 = 1 -0 _ - - T SCALE: 6" 1'-0" / _ I n -3/16 MIN. THICKNESS 00 +• EE E -- T ;� -- - — R __- _ - I 04 I CC � 04 CC F / t o - I �, p f r /- E ; ---�-- - —� 1/4 MIN. DISTANCE I �- -` ( S - ; ' _ R �- A A ' ANCHORAGE - 2 CC FASTENERS TO ANCHOR POINT �� , PER JAMB AND EACH SIDE OF ` ` N .• � N � ACCESS I f •r-•--•�-�•--r ',:. t tom, I , p INTERMEDIATE VERTICALS I f _I •,;1. , i:• ----_�'_ HOLE PLUG y ,�- B9 / I t ,. --~� 3/16 MIN. THICKNES 3 4' ' r zz --- rr, f- i i I U CC I imI� ---ter•..--T. ---- R r , DETAIL A 2 (A. Zl ) ►--- 2 ---�-- DO SCALE: 6" r 1'-0" - o fT DETAIL A?_ ( A. R. 15 / 10. 8) SCALE: 6" x V-0" DETAIL B3 . �. R. 2/10. 8) DETAIL B4 ( A. R. 5 /10. 8) SCALE: 6" - 1'-0" SCALE: 6" V-0" -- ,:x R R a1,0 X I/2 FHUCSMS TYPICAL #10 X 1/?. FHI:CSMS T"�I'ICAL T � - T P /-- C C `'r -- D G Of f �' l �;�-' `y •"{:";'�';`'•�'•.,'' .`.A.''``•'� 'r.'%' ' EXP/�C�[ 5 Coj 3 u �i 3/8e TYP. `-' - 2" -----�-- DLO DLO --�-`--- 2." --��-- DLO - 2 1/2" ---� DLO G - R - H OAF ' --�-- OAF I----- - RO _-.- RO /e" TYP PREPARED 11NDEf1 THE DESIGN SUPERVISION OF BERRY NORDLING ENGINEERS DETAIL A3 A. R. 12 10. 8 DETAIL A4 DETAIL 85 _ DETAIL B6 INCORPORATED. ORP RAT�rR�sPONSI�rr ) - SCALE: 6' - 1'-0" SCALE: 6" 1'-0" SCALE: 6" 1'- 0" SCALE: 6 = 1 -0 FOR DIMENSIONAL ACCURACY ��� q + •O l I _ -- - ---- - CITY OF i 1 I, . RECEIVED I�uv 16 toaa ; f ':�s�,A ,n. ... .,., ,.,,e,...,.Y......__ _ ._..-_._._..,._............n—_..._.._.-.,_._...a.1.�'�111At#i��� .....,.e.e • SN.,a a+llrAlM'rwMM�11�1M�1 . w...'. krpeNrtte.r•0�•M+drrle ur � a' 4 , t n 1 , r F' n • 4 �t 1, 'a r 4 �t >5 Y r y. . :,- Sl .- .,... f,• .r W� I. 6 a ( c' ^g' 5c `4 ..' T' - r. .�. � 1 . A i .• !. � k 7 5 P c �t a _.......,.....,,.....,.,.. ...,_.,.- ... ...�..,....._., '— ...._.W.......+.rune�YYrlwMIiYNY19FVYNsaYrWYrrY11�n.�A.w�r.wY��adwl aa�r.r.wnw,....s.se..-.....r.Y....ww�sw -v..'.r....-.+._.........�..urwa ....•_� .,...rw�.... ........0 (1'Y11�aLIrI1iCLiiNuM.w�...nriur.a i..,.u... . +N r......ur..a ar......... _...�......w......_.,...�........ ..... ...... l pp��, RLV a� ! X XX/XX/SCIt ; x f � TC TC LTC cf) ;11111P� I FT 7C ! TC 1 N_ N I I l Crl L F� TC TCS 1 I • I I r F & T CLIP LAYO J TSI ' ARC-. I-d FRAME I STEEL STRAP LAYOU S INTERIOR AND EXTERIOR Oto PROr" 61 Le 16.310 L' U. - L� ' ONT I PREPARED UNDFR THE DESIGN SUPERVISION OF t� QE.RRY-KK)RDl.ING ENGINEERS j INCORPORATED. Tjr i B.N.E I. IS NOT FIESPONSIDLE t LIE FQR DIMENSIONAL ACCURACY 500CITY OF' D 0 i Cl RECEIV.D NOV 1 6 20 4 BUILDING UE HTMENT IS+• ;pl oil jr Lv i ,pn,..,,....r 3 �� ,4gi+�tkiMMiu'.e,,,wye,.ra•:, -.,.ma.•,.rarwgMM' tlkim!n c a > b A �, 1P •SIE. a. ,4 til ,11 3' rt ! � r1 �f., •' fit. } 3 � k ..__�,.-..r.....s.:s.r:..a:..d:a.w.,�....mar:.-...:._��_.._._.w ,'.r..bu.. +r.A.f.r.tr.:uw...:.,r+-,.«,.'a..r�..nrw4 _. ,v.wile,n:t.w•..rru,w.,w,,.+.....�.rvaaYr rurairWlWwMr.:�—a....._.._...�_.: �-_" ._._,.... _ _ – }ir,a�b.wwn�..... _,. - t t ' Y 1nWrbS.r. ._,.,v,....�. .yam.,,;.-,..,:1=...:-.,...�„y�p.�-:..`_ _._•,.__:'„ .Ir.P.i.�p�+.W - a REVISIONS • I i , r 0 X YJUXX/XX--�— 112 " ----- - 8" - - _ 8 112 - r - 9/32 DIA HOLE 3/4a 1" 3/ cn I O #12 SCREWS INTO 18 GA . ( MIN ) 1 4 - 20 DRILL FLEX SCREWS TYPICAL] -- 00 MET-AL STUD FRAMING TYPICAL CN II i ! II II II II . I it ii II I, II II 2 3 --- - �_ - -- - 2 3t/4 }► _ /4 " �- 2 4 I � 1 1 FOR ELEVATIONS A FOR ELEVATIONS-) Al , A2 ��C A3 ANCHORS INTO ME J /'�'NCHORS IN10 3 /16 MIN . THK . METAL STUD , T , T 5 1 ' � RAMINC - RUC, � .T URAL EEL L! `batt! �'Rpff,r `�S Y►�INFF, r�;� 5/8 _ ) , � 4 X 5 ONY s t (el e s t r c U PREPARED UNDER THE W - DESIGN SUPERVISION CF (� - - - BERRYNORDLING EINGINZERS 128- 4-06 �` B.N.E IIS NOT RESPONS;PLE 1 112 1 1 /1 �' „ FOR DIMENSIONAL,ACCURACY TYP . I � TYP . I 1 /4 DIA . h 1 A� HWHTF TYPICAL ANCHOR FOR STEEL_ STRAPS R A E � _-- I � IR ' S� T E E I T N T CIN O''T UYIN �• RECf IVE.D 1 1 ,p ,DEPAF MEW ,t �._ ' �'u.tt!tr�i• � ',�r, L. .�n �� ,purr- it'4�"� T �. •F: � '.,M.i z kr, I.f �°', ',: f � .r � �. :. • v.i � Z"�.'.°t;ayt•},•� "2"r?Vi4 �P J1tR�FN.e-N`r'tk;'3S�``�C fM1.. IS - '"na r.: ,�,.'f� !. r Alti �t N f - _ .,. r,.::_L. �f-, .�L, .e. .,n :: # L ,• n r y!1_a M°., "2�V ..� N 1. �:, �S}4M` t�,..!tiT.°r tW.1 �"_ '� .. ,.,k:,. .. !�, .., ''�k. '�. r i. Y. .: , ... ..,_ :^.N: ..r : "6 :,.,.. ,,.I .,�... : . .. ...,-_ ..• ?}R,'...... „- ,,..-... � .9 ..-:f3'.,, rti'. .. .Y'...�.. ,Lt- ,�r'' .�c.. r' N x. r P'3w �N , c Uv 3 T A ...: ,. _ .t+..1.r:..ar.�M' ..r.w+:..,r+w+•.�W+r�uY.�-^'.+N1piLtYY/Naf.aW41YAY1.f��ea.lYria,Wuwu�j,j � YtlY.r3nkf.VN,.w,...waw..u.'o�nl lS.W..Lr�lYrls�4il.�.d�.✓LIW.'3X3•i'iSY1YI�W�r'�1.Wrf�NiI.Y�WFWirrlwra�.ix rr,saw.•... ,...-. ..,,..- _.,._ .......uy�� ' ......n.uw...,.:...:..wr" .-.,,._�..,.,..'tsa_'-".-e._�s...u� 4.:.,:.,....,:.:.w lr..-. .—. ... ..........,.rv.r . •.,����y � pYa.yp yw...wrr+.r.�Y�i...rsrN+��M��•yj,w:.�wr a.wwa�narwY'. i h v W 1 10-72-04 " CN V' ILLAGE BRIDGEPORT—— CINEMAS OREGON I PJ Zi it Ir r C/I i I I I i CCWMT� ` r I � 1 I I I I I I~ i ,kk I I T11OMPSON VAIVODA & AS SOCIAT Sp ARCHITECTS INC. i 920 SW SIXTH AVENUE, SUITE 150 PORTLAND, OREGON 97204 Phone: 503-220-0668 Phone: 503-225-08,03 to? AM VMWTW TAIL D MAKE CQRR:C-00" lhrs sh�7p rinwrnpS t:lrw I'cr•I,n.I.d�cry�+.I,t1aC, / , I NOTED ^ F F ICE CO pI Q REECD [3 IiAp S1BT SPECIFIED RE TNM ORAW WIPRODIXT DATA HAVE BEEN EEN AG1007NLEOOPPROEINSON CONSTRUCTION RIVEWO BY R38MON M%STRUCTION FOR C1ECKINA 18 ONLY FOR GENERAL CONFORMANCE WITH COMPLIANCE Y1tH THE COTRACT ` I�/iAN(I i( NERAL COMPLANCE DE ! F MAON GIVEN IN THE CONTRACT DOCUMENTS000115. THIS REVIEW OF ACCEPTANC2a V® A� BLR �D DR. VATHTHF INFOR ANY ACTION 81lOWN 16 SUBJECT TO THE RFOUIREMEN'TS OF THIS On NOT RELIEVE THE SUBCONTRACTOR OREG®N 9X24 wwRttM,ksyp °n.Kd ., 4 Yw 11 '+' r'x ' PLANki ANO SPECIFICATIONS, CONTRA(BE 15 RESPON%IBLFIRMEDANE ERaIIIRESFOhSiBllii�frGRfARRE(.'fNESSkN0 HUJLSBORO, o�y�i um'ru1rw1 rn nl dY 1�I: '• 'n• r , FOR: DIMEMSION6 WHICH SHALL BE CONFIRMED AND ns tw s%c la eo�rn,c �ti,l 0-.;i' .7.Y Y 1 CORRELATED AT THE JOB SITE FABRICATION PROCESS AND (oj+TINES$, r+ p r. `I;C N*M OF Op"gMU"ON: COORDINATION OI` HIS WORK SECI. � Phone: 50345-- _ � 1 �ssMndY duma,n�ro burn w:'.'a.' WI^,H THM OF ALL OTHER TRADU AND THE SATISFACTORY �jj���� FE.RFORitANgE 7F MIO MIOIiK. FATE: .......�.._....1 '��� Fu: 503-645-5357 q�./ ABHT Structural Dip of!t s ���oe vada a ��1�O Mects NA REVIENlED oar fug-----. _ k, NY �� DAIL De�O G v1_.Y� "_"'.._"_ SUQMITTAL I MOUNTAIN GLA&S � PREPARED UNDER THE � 1 l DESKIN SUPERVISION OF MU�IJNTAIN GLASS � BLE �E H�'Y 2 � 2 �, eERr�r�aRc MITEERs �� 2 1 ,~ NuooaPMTM IM ' BX.E.1.IS NOT RY_SP(N�l OREGON 970x5CLACKAMASt � PROJECT MANAGER- CraigNauck �Y ��`� ,�o�f Dame 09/21/04 Y/ I w` ��©I�'�QEq �°tr X11 PHONE: 503-722-7554 � � Submittal NO: 4070-2 FAX 503-722-7560 Arch-DWG Date 06/28/04 3 '•�roNr � $pec Book Date 06/28/04 x ti I TAE XRTI MAMIN 0¢ZU�` " Thru Add 4 _ P-�a,�q PF. �� i wOV 0 1 x004 I • ; '4 1 I : fir,. ., •., .: �; ._ ..,,:.,��, w ^ , S i } i k 1 P' 1 � I Y �1 c , a 14 Y A G� , SN:a ISO I WWI Mumma MIMI �, ,�.�; ,ors ,.., •. .,.,1 '�, ., � :43or:Y� �., �..'.r.,, '. ;. r.. Aw .' , .Iw. h 7.,'4 t r t' G 4. ' 1. ` ,.!I✓rF. .":� .,A, :'.'r I n :..., .,.., l' .S-' !Jr U•�l r 1 ,/ , , c ,:. t r , 4., a - • ,a . . . .. fir, a. i < + , r c v J [ a A. .r r .: ,. r ._,. r _ a e... , .,.n �,4 �•. ,f:r+n : � J r i" ..., c. ,. e✓ , A i..l . .:.. ... ,, r . :.... ,. : y,. ,. w., h . „ .,r ,.., » , .. .... ..d' .:. Ta& , ?t {.♦ ..Y: _ .4: iHl.. 'W .. .. , 4. .. , . k+ 9., <. . rX.l.„... .. .- ... ., ,.. .: _ . .. .., ,:, -.....,.u. •I s, � .a•,: ,,r•' .n„.. .is l.. �' ., r P. 1�, r ,,, , .ea,• lwrw .. a'. r, •A M., A,":u..;.f,a b'.:.r �sF;5,a.1 .`'.,rNk. Ja• Aa �4.�.; ,rr aN i '.-.,N , , : .: is A •, .. r ..:8. . 1 . ,.:..,..,.,. .: 1,p:: �' !tr � �i : 1 .. y, A� .: .. ... 'hhi4,►ikY11�►'M4 W;r. ,. - .r- .. ,.,,_..._.. a,,. :.. :' . ... .:...L'lLar' :.I r ... irrr+ ,elrrryAr s�� -s,�.ir+tw,.b..ou,wwyi�µ,b.11u,�....r....•,..'..:,.,..wF.L,:�u...wr..,..aLlA.c: '11rr..w�►tit,Wl�ri+rrr.�Wc'+toiY4iYlil�'Lr' �'���g�.. �='•-- -A.����rurlNC,ame7Pi;S,Yiid�1: :._,. ,,._..,. _ 'kv - ����� �"��7: I ,'N� .. OFFICE co MvWhs .Y.'.+'.+r'w'-�.,"'._,....�.+r..r A i :..v ►..r,.. ar..��.rr.ay.., wars...:.—,+.�..,,.-.w.w.r...�w.Fs._,.:.�v .+Awr'�w�w_ I I ' —r--- — � �� LCENERAL_ NOTES AB©REVAT ONS GLASS SCHEDULE INDEX: PRS U C I N FORIN ATI ON r _.._._..___-__..._._ _�.._ ......,� . � ..._....I..>.....—•-�•---'- �� �� 1 MT MASS WALL NOT ORDER fAA-% 014 GLAZING 1AAYl,IMS EXCEPT FIWM A APPkOVED SET OF� AR. 11RIItlTECT'JitAL REFERENCE No. 1 FR KAIAWEER 1000 WALL 6' FRAIMNO x ( " SHOP OPAVANGS ()NLE,',S OTHLRWSE 51ATED. G.O. 00 SZE (ACTUAL GLASS 104) =v FINI KAMINEER SM 3-COAT FLUIROPOLYMER PAINT OV4231 MVWT GRAY D.L.O. DAY U01-It OPENING '1 PF+C 1' Q.A IA,EAJI W/lAW—E OLA I M SCHEDULE D.O. DOOR OI+EI�YNO I 1/40 �� � p 4 O JOINT T. SIKAPLL:X tORAI 2)MT' GLASS MALL ASSVME NO RtGl�ORSNdYJiY FOR t1dRORS RE5UO.11NC FROM STT!' U>fE 0�` 1Fi£O5E O.A.F. OVER ALL FRAME 1/Z` AIR SPACE' =1 carzinmm--s BMW OPAMANGS BY OTHER TRADES R.O. ROUGH OPENING 1/0 OILEARELLJI LA PAN MPf 3)X1 INTEWCA (CAULKING IS THE tXSPON91WSJYv OF OT14ERS UNLESS 0114E.FCA1SE R►�OUE'SIED `ATH RFP T SP SSPANNL GLASS LOW-9 84LAROAId 60 CN DREL GLASS J (REQUEST FOR FWNC) W MARE GLASS I _ M MIRROR GLASS 4)MT MASS I3 RErSPONSA&I FOR "TEMR CAULVJKAG/XALANT AROUND FRAMING SYSTEM, WMDOWS AND B.O.M. BOTTOM OF MULLION ---- 9REAK METAL/FLASHINC 1 H&i FLASHINC / O:1REAK M% IS r'A)PPLIED BY V! CLASS T.O.M. TOP OF MUtJ 04 v � UNLESS OIHEMASE MUTED TAS TOP OF STLLL C.L CENTER LINE S)MT GLASS IS RE5F(>JSA8Lf: FOR BLOCKING ANO SHIMMING MAIHIN ROUGH 0KNING ONLY UNLESS B.U. BY OTHERS OTHERVASE NOTED W.S. I 1MNOLOAO CUP WELDED 70 STEEL, D.S. DEADLOAO CUP MELDED TO STEEL I 6) TEMr LATES FOR HAWWARE BY OTHERS 14UST BE FURNISWEQ PRIOR TO FABRICATION FOR PREP BY 1 T.S T—CaJF' CONNECTING TO STEEL ET MT Gl.A55 SHGr+ T.M. T—CUP CONNECTING TO METAL AL FRAMING I j T.W. T—l`I1F+ CONNECTING TO WOOD FRAMING _ ------- � --- — F.& F—CUP CONNECTING TO STEEL. [UBC TEMPERING; F2EC?UIRE IENT� FIC, F—CUP CONNECTING TO CONMTE �, _, _ S _ F.N, I F—CLIP CONNECTING TO METAL FRAMING E `� ”" F.W. I F—CIJP CONNECTING TO WOOD FRAMING 1857 UNIFORM BUILDING CODE P.F. PEICUMPTER GLASS 'POCKET F—CLIP I � CHAPTER 24 S.T. ADDED STEEL. SECTION 2406.4 O.C. ON :ENTER i PARAGRAPH 6 Ac 7 OPP. GPKISITF S.P. SPIKE POINT I I 6. GWING 104 OXED OR OPERABLE PANELS A04ACENT TO A UOUIR WIRER£ pNL PIWc:LI THE NEAREST EXPOSED EDGE OF THF GLA74AG IS WHIN A Zai—IW;H (610 I a mm) ARC OF WHER VERTICAL EDGE OF THC DOOR IN A (40:1:0 POSITION AND WHERE i14E BOTTOM EXPOSED EDGE Or THE GLAZING IS LESS THAN 50 ON— CHES (WS S mm) APOW THE wALKiN0 SURFACE. I. rcy` 7• OL.AZING IN AN INDIVIDUAL FIQEO OR OPE:RABL.E PANELS. OTHER THAN THOSE LOCATIONS DISIGRIBEC IN ITEMS 5 It 6, THAT MEETS ALL OF TPE FQL— LEGEND LONNO CONDI TIONS: � ---- 7.1 E,XPO�SED AREA OF AN INWVIDUAL PANE GREATER THAN I 2 9 SQUARL: FEET (0.84 m2). 111 7.2 EY)"OSED BOTTOM EDGE LESS THAN 10 INCHES (437 mm) —_-- ELEVATION NUMBER ! < ABOW,, THE FLOOR -- --.._—• SHEET NUMBER 1.3 EXPCSED BOTTOM EDGE GREATER THAN 36 INCHES (014 mm) ABOVE THE FLOOR KEY PLAN ELEVATION BUBBLE7.4 ONE OR MORE WALXWO SURFACES V474N 36 INCHES (914 nwn) HOWONTALLY OF THE GLAZING --- ----- DETAIL NUMBER --------- SHEET NUMBER I DETAIL BUBBLE— RELITE NVL40ER --- SHEET NUMBER 1 P KEY PLAN RELITE ELEVATION BUBBLE I Ln w -- ---- MIRROR NUMBER I O ti ----- SHEET NUMBER KEY PIAN MIRROR ELEVATION SUBSILE ji i ty t II w I � � U � U I I f I I I I I J I { k I 1 C.1) i PREPARED TINDER THE DESIGN SUPERVISION OF BERRY-NURDUNG ENGINEERS INCORPORATED. B.N.E.I. 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IS NOT RP.�SPONSIBLE SCALE: 1/8" 1'—O" SCALE: 1/8" 1 —0 SCALE: / FOR DIMENSIONAL ACCURACY � 1�1, iD PR01fs •� 110 1 1 CIV OF TUA' I ; r 1 z�04 EWO-iE NIENT 14 2-ol mom1 R . . a .. .,,,...,,r„,�,_ ...,...._,.,,.n,,.rol.»«Yu.',re•IM�w.1,uLn... •r.WY..oq."»,ifi�w:M:•,Ywr• ,' ..,. , ... ' '. _--_._- '.' .. � It ■ �: � _ 1 ,',:� s.. ''1 r. .., v . ; ,': aL 1t n Y v r L n,: `,.pT � .�.' _ _ P , t !v k 1 k W Vf V. wxc • est;, ,.::-fir. R a,� Ws+lrn-„: r 5 w.. :+ r• ! f.;. ZLL 7-1 do .. ,., ,+ 3f i' o 1 f; +4 ,' � ,. rYr/1Ld -r.wa.....r.+,aWJ. .,., .1--�..wNrYY/MM�• ....<..�s�..wu...-�.Y+aY uw.r.+.�YW61UL/1. Y1baa.tlr+..+wtlu.< .v...w. '.� �'-�.�CS.�i+.>,+6.Cc.,,..._r........., ...i ,u_.c.....�,.,•nm_,.uY.x,v.- 1M1�''�kY.0 �+'�M. '" :�s-__�`l�_�_...__-_.___..-..__ -.ter_ .. - i..oYrr'rr ,....++�.•.- IC Y I .......�..w...+rc..rr. . I;,,' , 41 mv 31 NOFARTS L1 , FS w F-CLIP O STEEL 8 3 ` A 156 03G HEAD / , 16b-0FtIZONTAL TDCU S T- 16 M1N, TF.'rKAlE55 _ r P O STEEL ! C 166-016(033 MUi.UON t . „�_,_ .....-- 5'--9" RO D to6-032 51:1 - 5-9 RO �"_" `-"-"i E 166-024 SNAP ON 501Rf R F 166-321 7 RC I _� _ ---- -----__ -- I 1 2' S'-6' OAF S'-t3" OAF 1/'.I'" t� 166-J22 T-COUP (166-345 SLEEVE > I� �Z• ­6'-W OAF 1/2" I / 4 1/x° 30-�1 i/2" 1'_ �t• � I h 164-011 1 _GLASS STOP 3'-1 3/4" 3'-1 3/4• 1 DLO 3'-ULO DLO DLO DLO DLO 1 2 1/1° A2 1/2° 2 1/Z° 09, 1 2" 2 1/2 4 /Z� Z /2' y �' ;,,• �-•------- _..-----'-� �---- AA — -��-- - -- -- — I N I , ,/2• _,/�r 1 —_-- -- I MATERIALS LIST FS Fy I TS i �`_ FS I I 7's I f ,— �C _,�._ .' I AA MTL FLASHING BY OTHERS (T FS FS _. 77s ! BE TUB' STEEL. BY OTHERS ...� 01 CC 1/4--20 DkILLFLEX S p EE 3 1 FOR LAYOUT � - A DD BREAK MTL BY SAT GLASS I I C3X41 rL-- �� -- r I 04 1 I I I # � O _ N 0 �� B11 95 A4 B5 �a 910 �,o I 3.0 0 I I 3. I :t DETAlL B1 A. R. 3 Al C7, 8; o °C SCALE: 60 c N t I I p �. 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