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16083 UPPER BOONES FERRY ROAD-5 9 r9 f4 yi 1 DATE LAG LNDEX" PRODUCT INFORMATION: GENERAL NOTES ---_..��.` — ABBREVIATIONS r��LASS SCHEDULE _ Z U A X Cu AINwALL 1t L INDEX GENERAL NOTES SCHMAIS 1) FRAMING; ARCADIA T500 - 2 1/4 X 7" CURTAI 'WALL 1) ALL FRAMING VIEWED FROM EXTERIOR A.R. ARCHITECTURAL REFERENCE No- [_ --- O 10-4 FLOOR PLAN G.O. GO SIZE ACTUAL GLASS SIZE) 1 1 CSA d'STn,/JC- A.1Lriln x FLOOR- 14 2)FRAMING: ARCADIA TC470 - 2 1/4 X 4 1/2' 0.'FSET GLAZED STOREFRONT D.L.O. DAY UGH OPENING ^ A-" MOM PUW_ )RIA FRAMING: ARCADIA A450 - 1 3/4 X 4 1/2 CENTER GLAZED STOREFRONT 2) GLAZING COk RACTOR TO FIELD VERIFY ALL. DIMENSIONS 8c ROUGH OPENINGS D.O. DOOR OPENING 1/A" %gS1ACOr)L 47URIA /2 ANNL O O.A.F. OVER ALL FRAME 1/2" AIR SPACE U VMW R.O. ROUGH OPENING 1/4" SUNGATE 500 /3 ANNL 1 ELEYATIQNS FINISH: CLEAR ANODIZED 3) CULVER WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING T TEMPERED GLASS TEMPERED WHEN REQ. BY UBC _ SP SPANDREL GLASS 221 U07 IVCNR STIP GLASS: SEE SCfiEDULE FROM THE USE OF THESE DRAWINGS BY OTHER TRADES. 1W WIRE GLASS DOORS' SEE SCHEDULE M MIRROR GLASS —_ 2 4/15/07 REV 1 4 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION TO THE 8.0.M. BOTTOM OF MULLION 2 1" OA VISTACOOL AZURIA / CLEAR SPANDREL JOINT SEALANT: DOW OOANNrO 78l3 )DETAILS I LOCATION OF HVAC RISERS, PIPING do ANY POSSIBLE INTERFERENCE WITH WINDOW T.O.M. TOP OF MULLION 1/4 VISTACOOL 02URIA /2 ANNL DEIW ANCHORING SYSTEM. T.O.S. TOP OF STEEL 1/2' AIR SPACE 4'3 5) A BITUMINOUS PAINT/ZINC CHROMATE OR AN EQUAL SEPARATION MA'iERiAI C.L. CENTER UNE 1/4" CLEAR HS W/24-807'58.0. BY GIBERS WARM GRAY /4 I DETAILS DISSMILAR METALS.REQUIRED WHEN ALUMINUM COMES IN CONTACT MAIN STEEL OR ANY OTHER W.S. WINDLOAD CUP WELDED TO STEEL TEMPERED WHEN REQ. BY UBC DiD.S. DEADLOAD CLIP WELDED TO STEEL 8) ALL METAL 10 METAL BUTT JOINTS, OVERLAPS AND INTERSECTIONS ARE TO BE T.S T—CUP CONNECTING TO STEEL T.C. T—CUP CONNECTING TO CONCRETE SEALED WITH APPROPRIATE CAULKINGT.M. T—CLIP CONNECTING TO METAL FRAMING 7) ALL PERIMETER FASTENERS INTO METAL STUDS ARE BASED ON A MINIMUM T.W. T—CUP CONNECTING TO WOOD FRAMING OF 16 GA. F.S. F—CUP CONNECTING TO STEEL cc F.C. F-CUP CONNECTING TO CONCRETE 8) ALL PERIMETER FASTENERS INTO BRICK OR CMU ARE BASED UPON SOLID AND/OR F.M. F-CUP CONNECTING TO METAL FRAMING GROUT FILLED MASONARY UNITS. F.W. F—CUP CONNECTING TO WOOD FRAMING 9) ALL DETAILS SHOWN WITH WORK FROM OTHER TRADES IS FOR REFERENCE ONLY. P.F. PERIMETER GLASS POCKET F—CUP S.T. ADDED STEEL O.C. ON CENTER .�� DPP. OPPOSITE IBC TEMPERING REQUIREMENTS &P. SPLICE POINT - -- PNL PANEL 2003 INTERNATIONAL BUILDING CODE CHAPTER 24 N 1— SECTION 2408.3 1cn PARAGRAPH 6 do 7 6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE: GLAZING IS WITHIN A 24—INCH LEGEND � C."')ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED' POSITION AND WHERE THE I �� iy bOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. �✓ .[ ExLCEPTIONS� � 1. PANELS WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER --- ----- ELEVATION NUMBER c O ' BETWEEN THE DOOR I."^ GLA7ING. a. 2. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR -- ------ SHEET NUMBER LESS IN DEPTH. .;LAZING IN THIS APPLICATION SHALL COMPLY WITH 2408.3, ITEM 7. 3. GLAZING IN W/,t1S PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED KEY PLAN ELEVATION BUNLE POSITION, OTHER TNS.N IhF WALL TOWARDS WHICH THE DOOR SWINGS WHEN OPENED, IN ONE- AND TWO-FAMILY uWELLINGS OR WITHIN DWELLING UNITS IN GROUP R-2. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN IN THOSE --- ------ DETAIL NUMBER LOCATIONS DESCRIQED IN PRECEDING ITEM 6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: -- SHEET NUMBER cdy --- ---- a 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET; DETAIL BUBBLE 7.2 EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR; 7.3 EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR; AND W � 7.4 ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING --- ---- -- RECITE NUMBER MEPTION: SAFETY GLAZING FOR ITEM 7 IS NOT REQUIRED FOR THE FOLLOWING "-- ------ SHEET NUMBER cq INSTALLATIONS: c� 1. A PROTECTIVE BAR 1% INCHES OR MORE IN HEIGHT, CAPABLE OF WITHSTANDING A KEY PLAN RELITF. ELEVATION BUBBLE 04 � HORIZONTAL LOAD OF 50 LB/FT WITHOUT CONTACTING THE GLASS, IS INSTAU.ED ON THE ACCESSIBLE SIDES OF THE GLAZING 34 INCHES TO 38 INCHES ABOVE. -- 2. THE OUTBOARD PANE IN INSULATING GLASS UNITS OR MULTIPLE GLAZING WHERE z - ------ MIRROR NUMBER z THE BOTTOM EXPOSED EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE ANY GRADE, W ROOF, WALKING SURFACE OR OTHER HORIZONTAL OR SLOPED (WITHIN 43 DEGREES OF -- ------ SHEET NUMBER OC HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. O KEY PLAN MIRROR ELE'/ATI N BUBBLE - z DOOR SCHEDULE DOOR: 1 1328 r & 1332B DOOR: # 131 A & 131 B ELEVATION: E 3.0 ELEVATION: D Z3.0 Jof / / \ % i \ \ \ lop/` No No No No No \ 00" F� \ / s \ \ \ / I No No So No 01 No V lay ao SIZE: 3-0 X 7-0 c W4 � z SIZE: 6-0 X �-0 W4 � � SWING: RH SWING-OUT SWING: PR SWING-OUT V TYPE: MEDIUM STILE TYPE: MEDIUM STILE 0 o RECEIVED 'y \, }r �7, zw V =A1 APR 2 6 200 F Opus Northwest Constriction-OR 716D) FIELD VERIFY DIMENSIONS T ] "._"Nh: _... _ �9! k p'M„•e!r{4t `y . 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TF-2135 N TF-20 1 • \ 11 41 IM 1 v L v_' 1 Q 1 A _ v ' _ v v _ v _ r S � R. � .► ! ► ip _ � ► - ^ ► - '1 ► - � ► _ gyp_ ' 2 r4 D�-950 A . \ � � \ � � � \ � \ to 1 _P 1 _ v • 1 _ v • _ v _ v .. v � ► _� ► 1 _ Ip _ ^ ► _ �1 ►_ � Q ' I00/00 . 2 AR : C 3 /AL 6 _ - - w _0 _ v ' 1 v ' 1 _ v v _ v ' ► - ' ► — n► 'IR '! -► ! ► O �� ♦ 'L ♦ 'L ♦ 'L ♦ 'L '♦ .L ♦ 'LI ♦ 'L '♦ L ♦ L ♦ Q \ \ \ \ ^ / w ♦ ♦ w 1 O 1 _ J� ' .• _ t ' _ • ' •' 1. �'•�:'• ,, �.,. rL 'L ♦ 'L ♦ 'L ♦ 'L ♦ 'L L ,. Lr 'L ♦ 'L ♦ 'L ♦ L ♦ tbk \ L ♦ ♦ \ ♦ 1r+wy� L L % L ♦ L ♦ L ♦ •L 1♦ L 'L ♦ 'L ,♦ 'L ♦ L ♦ L 1 z w , * , w w A A ♦ A • • , . • , . • , . 1 , % • , . P . ►_ Q � � , ► � _' i _^ 1 W RECEIVED APR 2 6 1007 Opus Northwest Am 7� Construction-OR /� 1�-2-SCALE 42 I � llllllg� 7-7— -011 W1,1111m 41 1 I 1 ' 1 . Ml•.AY[' JLW v.,.. i' .1>'ri,�r.r--y+t�'0•N.nr.•rr..,.�,.. ,.. .. .�,....�_. i. _. 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MIN 2 -- X12 EA . 2 - #12 EA . SIDE OF SIDE OE MULLIONIMULLION - I$ opo-1989 ® C OPG-IM I i 1978 PG-1978 2 OPO-1901 LOG 99T9 OPG-1901 OPG-1903 4 4 OPG-1979 _ _ _ 4. 4 w w AR : A5/A2 . 7 AR : 135/A2 . 7 10 6 15/16 6 15/16 64 N N 0 z PII 4 . z � r , 5/8" DIA. BOLT IN 2" SLOTTED HOLE 1/4 X 4 PLT EA. SIDE OF 2 1 /4" All h MULLION • O?G-1910 4 4 1 \ ► � \ ► A\ ► � \ ► � \ r ,Q \ ► 77 STRUCTURAL " � - 1 ' SUPPORT BY 2'— #12 SCREWS EA. SIDE a . .° OTHERS OF MULLION 3/16 , ►, , , r ,° , i ° -, > , ► 3 4 "1 4. 4. 4 5 OPG-1978 \ r � \ ► '� \ ► 'a \ ► '� \ ► � \ ► �. -• .:: 4 .' 14- ';: • '� AR : A2 /A2 . 6•" 1 ® VrV- ® AR � �v 5 . 3 . / , 1 200 lug! , 1 Fr'"L\A/ ir TF- V A 4 a � W 4 . 4 } V AR : A2 /A5. 3 ?tic rT a� « z w RECEIVED APR 2 6 2001 • "I Opus Northwat 1 /2 SCALE 4 .4 Construction-OR i i .y,:1•M: ;. p•n ,T/"P/:,. 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OF..� ► " .f►' .�1 i1, � ► d ► � ► � ► � ► � ►�. % % % % A . yy a RECEIVED CP APR 2 6 2007 ram OPus Northwest Construction-OR 1 2 SCALE 4,9 i 112 i ` - :.,. .,. .. .., •�`�'^•�4�ryL1jnM�j/1;..-Wt1`,Y`IMM'!drT^*i -�y M�!n"12f�M.:- Y. •. ... _. TM. r ...« ,. �tYJ ' tu_•7 'r. mwM-'. :r . `'• ti: .:....,. w,.,.,^ .al�r.+., . • �# r a � . , lea �:,�a` ---•A„ •� � ' . � I 1W h '�.wnR•t,•••ItiMAMChna�Nr.riwYfM-•61�I.1WY I ',.I.Y:.. ,w.•s...wZT..2.Ji:.+iL.ww�1�l��:�Is�r{R.��.OW...•a... •.lY/CN.J.-MIN+HMII�Itw""'�r•�Y.SRM•�IruIhY.All�Y0�4.9►r1.n�..l��.y'�1R�^'+W".AYriMrlYn/.w. � �,,�'�' •.uv. ..„INRr� - r,y;,.. n_ RB.•iW�M1r+•.-..a11Mry. -ft”:�••;: :':*.�•s•�rwlwr•+..w�a•Artia.n^�,.►x^w�rl6'^++•eNnw..+>y-.rdlrr.lpolwt#..YMYr.�a+, •.�. 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I '� - --4------- ------------- T ----- ------- -- -1---, 1 _ Lil - -- --- ------•----- _2x445 5A31 C8' 2-01 2________=_=_-=_,_t. �- 2x2 1 --807 I I ' C_ ' ---`' cm 2x81K1 15-08 SLABl21 :_____ © � 2x2N5 19-08 2-80T ` �O I f 2x48S e-04 ?-Tae-- .- `---- 2x8Ar, 13-10 SLABl2�1 � .c 2x6X8 34-OR + ' LONG 807 2x4X6 34-08 LONG TOP I Cr 2X4#5 12-02 2•-Td8 1cr_1 9 1— r" 2x70N5 3-08 !12 T� tRANS �, N 8 Runa . lap 2-09 ,,� � /-�' _ _ I , _� � Eoch run cons 13 i of: f' __, _ a — 5N5 20-M 4-T� 4=t-n Ail I 10 Runs • Lap 2-09 � � � Eoch run Q 1>Ir5 1 '-05 ;____I 1 ✓ ' I ; ; ; t, consisting r1q Of• Ll ac _ _, 1. 1 - • + I I '''I 21x5Q OD 15-02 Ll + I , `\ 2x10X5 5A29 HOOK • ENDS /l I 1 '�} I 50% OF RE I NF SEE 3 Si 2.2 2x25#4 030 T � 012 SEE :1 S/2.2 11 Runs . 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' City of 'Tigard Pt.AN A FILE C6' Y z FOUNDATIONAPpraued PI �� - B any . . F � v +__. . ._ ._.__. .-_._.-- -------- _ X43 sw ur1a UW1 fY Idl $ 3-x4 !p" a x mmvm�•u �Lc a 0 oe�la+WW aw•tIw No 1+w oW aff 6 MR 0WW0W RECEIVED IL 3#4 4A13 ooalrlta WAW w am '1�°t"I'aul1G s�w�i CONTROL JOINTS 1 1#4 20-00 ON�°,ron "ft�0�'Iaaleloo�"'�"is a w a 'nt M.4R 2. ry"^- M Opus Northwest TM6 3-TOP Construction OF 1 �I t r10� A 8#3 3A33 aM , ,�_ .. ... WOE TYP STEP FTG 5 �� � '' Y��• �Mo•� • / LAP; CONCRETE 52@D 9044 4A6 MATCH SLAB 2. �'`- _�-�-/ LAP; MASONRY 658D 36�1 �IAt 1 024 4#8 8A32 THE OBAR 1'Sl1Kj J O SIZE LENGTH EP MARK V ®NP C A a C D QENDING I-IMENS1L'NS '`' Jr),t j e c 8A2 E F/R G H bl K r �- N�. • H 012 2-TOP A�� a S-oe 1-01 1-01 ° �� _= a 2xS4 17-02 10#, 1-06 !12 a S-1 t vt, �'w &r 8A32 2 1-01 1-a7 '�� cc W ir�` �r 2x 6-02 0 6 1-03 6A1 �.J clo o tXSM� �A1 a CD's �--- 2 1 -00 3-03 �c al: 7284 012 •12 SAS 2 2-08 2-08 . _ �+�� s �-01 PIER GELEVAOR PIT t S I-01 SA29 2 0-10 3-03 S4 A • C SLAB AT HALL 2 S s-01 SA31 3 2-08 2-oa 10x1 16/5 5F1 @A.8's • 2. s o 1 -103 1 -103 2• .. 1 17-09 IA4 T1 0-01? 6-06 2- - . • 00 6 06 2-00 0-012 -- „ 1 3-02 1�6 2 0-08 2-06 = TOR , SEE PLAN MRI c E , 7-06 ,A9 S1 0-06 2-00 2-06 2-Oo FLING OI�E 3504 013 MATCH SLAB S I ZE b QUANTITY o� c 1 11-Q1 IA14 T1 0-012 2--OT 2_07 2-07 2_07 a M 2#� gA10 T 8x3#3 3A15 T 0-012 Ix11M l-Or 4-�r em � 2-06 IA1 1 2 0-06 2-00 I 14-10 CAI- LOUT KEY � t11A 1-� e-Cr eon 60►, �tA9 3-EMI8X4#4 � ......'_ .A t 2 8 X4#4 ,A 14 V 2 0-08 1-112 tuw Ilya aMc+Ktas RAR COHYERS I ON E W 1 4-00 1A13 TRIC BAR INCH-Pm < ' • ? 2-00 2-00 M�iwics Itivo AR O !>wl+w► 1-� air � ELEY PIT 8 � 1 1-09 IA11 _ _ '-" 2 0 08 1-01 I. Q Sxl ---- -Er AOT _ I 2• ,� 1 5-00 IA/8 WILL �fl ` g~ 2 ?,-06 2-06 St).i t 9 1 8-09 IA30 T1 0-Ot2 ?-061-06 I tlrt1At fi-00 1-Er eeT ✓ 2-06 1-06 0-012 S T = Q► 3 10-00 3A1S T1 0-01 2-01 2-01 2-01 ?.. a 0-01t•t s t� s-,DI >►-�r e>n -FtC AT EXT COI. 1 ENTRY FTG 1 3 7'01 3A33 T1 0-01 1-oa 1_ _ # 36 IF 2. 0-01 N.o. 9 m 4X,M , 2• oe 1 oe 1-0e -woT!�si 7, 'IG�t. u. t -a I�r eon 3' CLR TO EARTH rim 2. 1 TC FORMS FIND PLAN 11 12" CLRK.OLIAWSeKAMS STAGGER , :PS 306A 7� NFL C ING PER ASTM • 306 1 . :, .v. ., .. rtes•, ,. • ,::Y3i•a'y'+ .. .... ... .'.,rw6Mrnrne.: .cre ,�yiw.yi 'ejlhA:.C.. • _ , A-�S 5117_._ e , ar x . ,. .. :,f. ... .., ,: ,:.,•,: y :, .. 7. .,; . :... r .r.rr.,. r i, - .r.-,•t•,AIryR 11 :xA.•%bfv. !`,w1-;;,{fgNdrpB +4a „ryMn:111 .+ ..,.1-,wANI .I rTr �TI • i rPI� I .. .., ..,., ,,, • .,. .,..: , ,: `M`+M, .r, � I... Irl t I ,•f-- No.ye A IIk 119 C ttl11WW11111! � '�'f • } ••= a.rwaYrMWlU•'Mgri. :IIAAb..r..ti,;KilaftArl> RYwiArar...n,•• YwW • • f ••r4 'TZ.>7.S_6ri.V+.:• •AR^.RWlr1iT/A•'nan,... .-YCl`l 1R •.URya.RYA•_-. •Myr •y ! • • � ; r.arw-+: Aa�w.».,..,,.-.,+...uraA.,qw,n',.a.rr..,a•..wrmrAl.u,,. ,.w,. ree'..t F' -~F rrl •r••,,Ylye.�_ ttl mA.M, now.aw+. M..•iw. wrnac._ .wwrrr.• .:.w+0a—wr,r.,rsr,airrr.... •..at'1mv-r;,-.,.-..@^...w"::.......+..wr7rwr-:+w.ar.,._.r--+ro..,.y.. .•„y .., „v.srr:r r•>n ..cAA• rc.'Cept►MAi.r'+r:4-n 77..YV. iy irJi�x. ix I } e r.. ,Y l' 4d 'r • 4 ;b 4. pw --...w—!,'.. .. �ti• � - 1' Ne wpowdMomow woo" V (-A iw APPRCVAI CD 30'-0 IF 3F 4F -- . . ' — 15'-0 --- �T TOP OF FOOTING VEM C 04 j ,- - DET'LEJ - OEW CONTRACTOR , , �1 . CONFIRM ALL BASE PLATE ELEVATIONS AT AFP OVAL TOP OF FOOTING INDICATE ANY CHANGES ON RETURNkD DRAWINGSIDF.TL 12 T= INTERFEERS MM I --PROVIDg DETAIL I S ! , F I _ - I DETL g D - D 3" ABOVE BOTTOM OF FOOTING ' - - - - - - - - F- - -- - - - -- - - - - - - - - - - - - - - - - - - i - - - - - - - - - - r- j /N !— - - - - - - - - - - - - - - - - - - - - - - - - - '-- - - - - - - - - - - - - - - - - - - - - - I EL. (-10") /. V-.g CONFIRM SAY OK czhu DIMENSIONS WHICH LOCATE PANEL EMBEDS T P OE FOOTING I / GEOMETRY AS GIVEN ON CONTRACT I MUST MATCH PANEL FABRICATION DRAWINGS. _ No.Lxot?ptiun taken j . Mak4YCor,etotion6 Notw! _) I - OAAWINGS DOES NOT CLOSB IN THIS AR DET L �� VpiTION DO NOT INSTALL ANY EMBEDS IN FOOTINGS c _ _ _ _ _ 1 Ravi so&Rosubmi J Racord0,vV THEREFORE DIMENSIONS LOCATING EMBe-DS 0 APE- UNTIL IT `PHIS HAS BEEN CONFIRMED THAT THEY WILL �"�cn voce 5 review is for the h.rited p,r,;cc at check�rg for 1 � :o�lrrma ;,t w,th information,g,ven pnd the desip cc,tcapt ! HAVE NOT BEEN PROVIDED P� N MATCH PANEL DIMENSIONS. 0%wessad 1,1 09 Contra:t Docur^ents Any action ind'cated is subiect to -re •equiremonts ct ;re Cortract Documec4z. t^,2! a:':We-y a'ld carraleteness of subriita4, �_�� �'!R�T�c�►.. `�, irc _ r ;yi^e^ cr,y :.;rl' !es fabs cation and tact- rues rQa;xrrer•ents. 8r rd;"at IDETL 13 d coc ion ' - - -- - "- - - - - - - - - - - - - - - - - - - - - - - - - — _ — _ - - - - - - -- - - - - — _ - — - — - — - — - — - — .- — - — - --- - — - — - — - — - DET'L11 G „ G 3" ABOVE BOTTOM ainths� resoons:br!ttyotttaContractcras - a-\ • \ to - I r u e y Contract Documents. � LRS kchitectS, Inc. Submltta' No eeN�s�c.�rt �'O /// Ir-9 V y6e%rj - - — - -- - }- - -- - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � CCMECIk1tSASIiOT'cZ ©— � - - / Vendor io unMroty MP"M11 for F,,,ww ono0 fi Ms G•Kr4 b Is ar IXrTNMirw6 r' On f,ie tSrK,fr CE� INS revi•'w,io nce tviieve antrartnr \ I DET'L 8 DETL 1 PP T �= FOOTING drawings during wish rtsx„t'••' tCa ct,!re dra+vrnVS o x� N -ETl � I I DETL 9 ” mom, T h-, only%A';fMmof •, r w VAT%O EL. 10 - , ' FON (- ) EL. 10" �' `� '� 1 awn�y:nn.xt I EL. (-1' 4") OVIOE L (- ) -� - - — - — - - 1 rrt5. .t. condao ) i- r. IpR r / / canolin9 ars rxrte4.,rh;g a,quq*•tbrid IeAf -1r4u(s'u -7 / k)an9ttu t+Ion,oo�rdls�atong i,ls work wnh tt>af d aW vtt, r ' , I .t,n fubr�:at!iri�n�w.�Adl��s�e ark CONFIRM SAY OK I iraM>!+: and �x asratstwry fTINl4br. �cco'.TING FNGINEE.RS • \� (503) 222-445, I I I I DE -LI H - H 3" ABOVE BOTTOM OF FOOTING TOP• I \ , I I I � t \ I I I �� io F F _ %1 � ' t W, t�MW W iFRa��E � I I I I I �irrtw®t Ne FIAL oowl +t mm ft MAMM of 74 I 7'-8 15'-0 at a mares t ,r owe uotlll«1111M 1111111CH lift Rp lisp 910no OF I tuc M t� — 4 C r - , a IF �,- -� ! —•rte - -- v� — - — - — �= - — City of T'agard I ,� ,- I �1 Approved Flans By1'�L..__ Date �-� a7 1 1 I I5 I RECD !^At 5 2007 ! ! -BILDING B PARTIAL ANCHOR BOL A 3" ABOVE BOTTOM OF FOOTING CDClaw v 5 6 6 JAN 15 'w h - I �� NOTES - RECEIVEC 6 6 6 6 ' GROUT ALLOWANCE 2" ALL BASE PLATES s a M Steel Fab,kia. ~ UNDERSIDE OF BASE PLATES FILE COPY JAN 1— _ _ _ _ _ _ ELEVATIONS GIVEN AF�E TO U D SIDE o_ _ K _ _ `� PROJECTION ABOVE CONCRETE FOR A701 ANCHOR BOLT IS 5" _ _ _— _ _ - e � w er�ra4 r�AsRnArtix. ��. �No m 0 = — ' PROJECTION ABOVE CONCRETE FOR A702 ANCHOR BOLT IS 4" c MAIN# aw 61A E`,pfilltrll ` _ 1fii�ei�Ni`Ralrery ►ee es .`.– ----- -- ! CWTO i�R: OPUS ` 1 i�ET�,-@ L p�=T, ,L 14 QPP stRucr : FANNO CREEK PLACE — Al 2ETL 7 4 o'-d- - - — "4 TIM: BUILDING B r t? y [MNN l�► (� CfllD�l^ d1TE �NO. (b. REV�DATE RE S e+ oiliww ��E3 �, �„t "A.1�lf. ,rt , . . ._. •,ax'?'-„nerd ;:ar=' .. ONE ... a .. , �.,� . ,,, • I1f 111IC1 T1 1�T'f11T f 1II` i � . p t '” •Z.JW+—MMYWV•Yip , Lot.w Nb � .,. 1 d:�fY.gib,+.a,. xN{ i. T ,i. y, i h.ar ,b .. ... �, • p ,: h , F ;p. f.r . ,.... „-r :iu ...., o , ,) ri't ' � �•krSvarr,9 .. ----�,,. ,. �}r+ "''" 1 •.. ` ' 'a'1 'r Z�"R5'x"C ,. '6, +1 Y; °�,,,' tj$I^ - ir1 4 :?Cw.i 58 ^-iZkRF ���'��� 7F 41'-: �, � k� .~ 4C'Ki'J,Y,dI?�Vi{ . �..A b.F- ,,% Nit.'r '.a'• ^y .7 w r . Ib.. Yrs'.w ..rrrrwc:+..r:.ww,..•.,+.«r,w.r. w:..w...•w-sass.-s..s....,,.rwrr.,+rruMaw...w,w,nx:.,..r.rr++d',•air.- :._—.gra:,r• r+atA^••.+ .....a,sfm...a.w..v..+.:rre. i.Mi..wcwaasw•Mi+ ..• +" nw.,fe; YY • vtfUlMrY, lupF+,l;b a..q!! >rM'M .r.,+/rr l>p•rvwlr r+•-: .9Ml:R"#l7 um,�r flRaewxrr.Yas++r,•+M•oew.•iwvrv.-- «,a•.wwiiBfM '• ••'",:r: A�;�c'+.M• �' ;:�" �• =;5.*•mow :Sr.wi'2•• 'v►«i4'-. n :rrrb=•--•- .'x•,:yenrw♦s►.,w.. 4: a tt ,w- ^r S' I A lim i01 JAPPROVAL 1 — 33'-0 28-6 � _ 28-6 10'-0 10'-0 I / r4f-) �l ca • CdEMD /AIN" _7 I TOP QF FOOTING DETL.. � �- " Lk — 1 • N 15-0 1S 0 l_2 � ILROTATE go - - - - - - - - - - -- - - - - - - - - - - - - -- - - �- - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - E fl-E r r- �— — r I DETL b `q I ! � IF 3F 4F 1 9 b] -T- �D ClEl ATL 7 I I - — - - CIEMD TOP OF EOOTING - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - -- - - - - � - - - imm all DETL ? , - - - - - - I - 8' 10 15-44 0_ EL. (-1' 4") j -- CONFIRM SAY OKE � � 4'-2 0'-316 O-3% 7-216 I 1 -S h i I I CONTRACTOR I 4 p VERIFY P� ALL BASE PLATE ELEVATIONS AT PROVAL I N DETL e INDICATE ANY CHANGES ON RETURNED DOAW(NGS � " 3 ABOVE STM OF FOOTING ; j - - ; - - - - - - - .� - - - - - - - - - - - - - - - - - I 1 1p�tlOX �/� ! IOC IOK��► ! I I W) DETL 8 - I 3 � EL. ( 10") EL. (-2' 10") EL. (-'10") EL. (-10ILZEETL 15 ROTATE W I I I -- DIMENSIONS WHICH LOCATE PANEL EMBEDS I M L j I MUST MATCH PANEL FABRICATION DRAWINGS. j I N j ! DO NOT INSTALL ANY EMBEDS IIN FOOTINGS io p T'L 14. E=E 3"ABOVE BTM OF FOOTING UNTIL IT HAS BEEN CONFIRMEb THAT THEY WILL 9�f:.I hkI r I MATCH PANEL DIMENSIONS. j I 'GI FIELD LOCATE SLAMP FRAME - ! ! I IL 161 a? �' OD- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G - - - - - - - - - - - - - - - - - - - - - - - - - - ! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -! - -- - - - ` I I N / FOOTINg I 3& I ' I I �' I , I I I I - - - - - - - - - - - - - - - - - - - - - ---,- - -- - - - - - -- - -- - I - - - - - - - -' • - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I g_4 r 3"ABOVE BTM OF FOOTING QErLA I I I w TL 15 9 j EL. (-10") ! EL. (•3' 10") EL. (-10") iEL. (-10") EL. (-10") ! 1 I I � FIELD LOCATE FOR ELEVATOR DI49DER I I i 1 -66 i I T-2% 9'-316 9'_3112 T-216 ; 5'-81 I I '-2 ! 1'-2 1 �'� ! Wrl3fl ! ,1�!Yr� �-- L �'D JAN 15 20 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - A --- H -H " 07 Z I _ CONFIRM SAY OK Q �'L 16 3 ABOVE BTM OF FOOTING I �oErL 7 I EL. (-1' 4') ql w►, + n1 i� - - � � I `�, •� I I I JAN 1 5 — —� .� - - � - - - - - - — - - -- - - - - - -c4 - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - -I- - - - - - — - — - — - - - - - - - ---- — - - - - "�'� - - - - - - - r- I - - - -- - - - - - -- - - - � �� - - CO ` - 1 - - - - - - - - -! - - - - - - - - - - SBM r St"Fab,Inc. I I ' N I I ICVD NOTES in 15'-© 15'-0 '` GROUT ALLOWANCE 2" ALL BASE PLATES \ 11 ELEVATIONS GIVEN ARE TO UNDERSIDE OF BASE PLATES — BUILDING B PARTIAL ANCHOR ByLT LAYOUT ! I I PROJECTION ABOVE CONCRETE FOR A701 ANCHOR BOLT IS 5" Y 1 I I I PROJECTION ABOVE CONCRETE FOR A702 ANCHOR BOLT IS 4" P AT� C , �___ — , . b b 6 6 ._—� 15'-4 8'-10 -� �CEIVE� TL i 9 A M Of1wFM PAP MATrON, /M. JAN 1swu Apoktp �•. DE�,. 17 � sth ��ttAvrRnrN rAwN nnls � — - - — - - — — - ,� _czw" S LES lei,/ .r-�,�` OR u� tp 9 3"ABOVE BTM OF FOOTING ans ' _ ar�uc�ur� OPUS FANNO CREEK PLACE '.. 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DEFERRED ut n an ore c e �� t M,J,L�rs_t'��r rw Via'"°',.°".`'°` ��,� �` '"� a I f,r%4 co ,morI, s LODE UPI-A"ArCWft )CA IVIV C I? 1PLACLm B Idi Bsh 11 dC k 9 P a 9 UPPeln SP(:C117CATION IMOOC er oones Fe+� ID fit V-j R E ORT Roa iga rOre i ai rg ::ru. r: rrame fiFOTF�('HNrPIMT on �, i� Ile. :':c• . F'rc: .t: -, . .�!i�•tW�nS ,• ,t;ng 1111 SW Salewn Sw'te 100 [7 Wit, •, •. :n ry Portland OR 97205 Tel.503.111.1121 Fax.503.221.2077 I?�rl.) Y !f.^;y-I,rfr,.It:tt01'a!S I ' PROJECT DIRECTORY _ DRAINING INDEX I t1 r! Vb _ I r. r.. OMIII�I�/COIIPTACTtDR opus NffrEMwe�et ,IYn Shepprd .Dom sold room, 1500 NW FM Aver SuNe 1100 Projel!Mf�spNr tri3AAfm-inn Por"--0mgon 97201 Zza 12,121,711 Telephone(503)916-8963 Fax(503)916-MM _. _ A i ARCIIJTECT LRS AfCAttlC!<e,bK Trish Mblon Dom Cs LUR COVER SHEET C$b COVER SHEET n n ■ 1121 SW Salmon Street Don.lakaan colo I + I i _ '^_.� �. � `� `�1��_ �y a n q OFFICE COr SL."100 - - -- - i �`'�~� CML CONSULTANTS Porrarld,(kegm 97205 www.Ysrdt.00m _ .0 M -- - - I -_ tt ��_ •,1_ °UNDER SEPERATE PACKAGE z n Telopltorte (50;1)22'-1121 Fax 503 221-2077 ~w I I i LANDSCAPE ( ) I r' , + ! S I CINDER SEPERATE PACKAGE110%_ OPUS. 7 SURVEYOR Kc oombpmaw andyNe1=6 2407 NE 282nd Avf!erue - (I I}y! _ -- �L ARCHITECTURAL Architects� arms W 7 I • ' ,�' I Al ARCHITECTURAL INFORMATION Y tf ■ OPUS atltlirlgbn 9e60 .. _ b o. ■ Engineers, Inc I 1�4 r TN"ftne(360)934.2519 ,sl`+`• w'xll r'r 7�. r r ti t, + '„ , I,I AAQ CODE Aw+Lvsls Plows z i Fax 360)634--5494 �. '• _4 / a I y. -i ! �.; i '�i I 2 WALL TYPES / ( f A0.3 WALL PENETRATIONS f ■ • •s-. �� :'I r �' �` .'rt. � � S w ,' � I ! I A0.4 SUSPENDED CEILING ,. I 'f• � 1 �, 'I :ti •:;•, '•�_ _� I✓ i f, ,;� � �. ..a K ' r�', r.. IY ( 1 �G U AND LIGHT NOTES OWNER CN�J LANDSCAPE „?r •'is I �•� '�, I ` t {'I w f 4 i i`_ a A1.1 s, c u :� rYRl3 NIC r. ! `TE PLAN AND DETAILS / Kevin Rueed WN n. �9 Deelp/t, (ClN) n0111 .rj - i r r: � J r- I '1 1 i i r PLANIINNO 5415 SW wemjw Dr.Su11e 10o (Larldacape)Trevi&Rlybel trevis.njbei®wMdeeipn.l)om r' r� < k:, f I g M � , r LU A1.2 srTi DETaLs D / Pordand,Oregon 97221 (Plennii 9)Alta� alke pyla .00111 r 'y I --- e f ,�.. e �r' I A1.3 SITE DETAILS w 9dM� ' 1 1 A1.4 ■ � o Q Telephone(503)419-2500 'I + ' L., °' + 1_ i F 4' SITE DETAILS f ■ ♦♦ ++ Fax 503 419 ) ( ) 2600 jl -e A2 1b FIRST FLOOR PLAN 1 ■ B f r J - ' { - •�r I 1 ++ , �j _� f✓�- �: Icy -r - I''w ' A22b SECONDFLOORPLAN :i L' 1 D O } STRUCTURAL 1/L ( Kevin 1��1t/I Ib 00f11 1 I I (_ ll f�' _ li Ixh i `.•, a � A2F THIRD FLOOR PLAN t a ■ W VefMMe Tlerlt r %�► ++. 1 , J �,> I _ - i ALIb ENLARGED FLOOR PUVIS ■ .� Uj LU 3933 SW Ke*y ww1i "nqr*l mn - A2.3b DOOR AND WINDOW SCHEDULES AFD TYPES - a q LU LL it f- - ,: ti 1 I -]n }�� �' I ! ` l� •4�R41!:"' I Y.T f' AZO DOOR AND WIDOW SCHEDULES DETAILS :f ■ y 0 Teklphons(503)?22 4453 •l^ f� T „d ( `' ''�s" - AU DOOR AND WINDOW SCHEDULES DETAILS ca W --' ` - _ / � 2° Fax(503)24&9263 ) m C U& I, A3.1b ROOF PLAN ■ 0 v Al2 ROOF DETAILS 7 q 0 MECHANICAL •BIDDER DESIGN Z Z A4.1b EXTERIOR ELEVATIONS q ■ Zo 41 f li ELECTFLICAL 'BIDDER DEStCiN A4C2b EXTERIOR ELEVATIONS - n ■ j a N N A&I WALL SECTIONS 5 13 D v; ■ waft CITY OF TKK,tAR11 PlrrrNlp (;ry Pag�ItMecllel A3.2 WALL SECTIONS .� n a a ■ ca Telephone(543)716 2434 A&3 EXTERIOR DETAILS a D a ■ DEFERRED SUBMITTAL LIST VICINITY MAP SITE KEY A&4b STAIR PLANS, SECTIONS•AND CETASS x n ■ PRc11ECTNAIIE EfggNrorNMp 14n Merl NOT TO SCALE NOT TO SCALE A&3b ELEVATOR PIANS,SECTION.AND DETAILSEXIT = q ► Tekipttorts(503)M4171 C SI TC A&f FRAMING DEFIB n ■ G1_A ILLLIRIMIPTIOP) A&7 CANOPY PIJL a L7.EVAnow,SECTIONS,AFD DETAILSEL D D / I wihr GL1S3 CANOPY _ _ _ Telephone(503)6391564 PREFABRICATED STAIR UWTS — AO.1b LOBBY FINISH PLANS,ELEVATIONS,AND DETAILS n D n ■ AO.2b RESTROOM FROM PLANS AFD ELEIIATIOI0 � u 7 ■ AO.3b INTERIOR DETAILS 7 ■ STORMY SANIIITARY Chen walow Sarrlcae �MlelPo�ASS• ! 41 9oa "il -- W Teklphorle(503)861 3000 ' 3W r4sMOld St I A7.1b FIRST FLOOR REFLECTED CEILING P1,IW � � D p ■ A7.m SECOND FLOOR REFLECTED CEILING PLAN , D D ■ rim►Fft A owe,,. ARE Tualaan (MVM Harlitgton Ave A7.2b THIRD FLOOR RFFLEECTED CEILING PLAN D ■ Telephow t503)612-7000 w Sw Onna I CI _ \ A7.1 CEILING DLTNIs a / I I SW Bond Sl D w Sw r7ut,gm Rd ~ c• STRUCTURAL • •. ... .. ,-•, s :,/ 7 30.06 STRUCTURAL NOTES AID SPECIAL IM3PECnoN � ■ $1.1b FOUNDAT10N PIAN-BLNLDIdG S :l a ■ sw Shaft LR 1 p bit �, " $2.1b FOUNDATION mTAI.S 1 ] ■ Cr M, �IIe�g111 `i.. $t2b FOUNDATION tt '+ ■ W ..•• DETAILS :.Z U► ::: •• r...• SECOND FLOOR FRAMING-BUILDING B ROaevvood St _ $3 2b Timm)FLCX)R FRAMING-BUILDING B :t 7 ■ � th _ t - _ I 1 ■ $4. b Ft. P �:?'•-" RAMNIG DET 8a" OOR AILS a r• _ :a J 1 7 s Rn q $rl2b FL r M GOR LIG DETAILS 11 V S fir:" sw'• tea:.Ul - � � FRAM $4. FL MIG _T FLOOR Df NLS n� 7fs a :f ■ : p� :::::: ::•.::«::«r .::::::: :••«::::::.:• _ '`� SI#ET 1111 E � 1 a 6a +► � ::::: :: :«::«n• :::. ... .. ............ .:�•��':. LNG PIAN I r, ..........................«......... .. .•� ..... .. ..:::: •.. ............ ",;_ :':•. 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ILII IIUIIIII IIIIIIIII IILIIIIII llllllll Illl�llll Illlllll lltl.11ll IIII�IIII Illllllll IIIIHN lilllllhl Ii111N1 Ilulul I�llll UIIlilll II111111 Iill'llll IIIIIIIII IIIIIIIII llll'llll IIIIIIIII Illlllil 11111111 IIII�IIII illl�illl Illlllil IIIIIIIII . ` s t a b SS MH i ALTA ACSM LAND TITLE" SU RIM=?:0.62 I I / R VE Y � GRATE !!C8 FANNO CREEK COMMONS" f4QJ5' 2 = - "=50 STOR04 MH I I I I LOCATED IN THE SOUTrIWFST 1/4 OF THE SOUTHEAST 114 ., RIM=140.25 - I I ( OF SECTION 12, AND IN THE NORTHWEST 1/4 OF THE � NORTHEAST 4 OF SECTION TION 13, 0 25 50 75 100 � II TOWNSHIP 2 SOUTH, RANGE 1 WEST, WM., LFII II 1 I IN THE CITY OF TIGARp, COUNTY OF WASHINGTON, n BASIS OF BEARINGS I I I AND STATE OF OREGON , THE BASIS OF BEARINGS ;S N48.41'42E 1 t PREPARED FOR ALOTiCENTERLINE OF SUPPER BOONES FERRY ROAD PUR51ANT TO �1 I Ir 0USNLLC. RECORDED SUREY NUMBER 20596. 15FIRST AVENUE, SUITE L 00 POF 97201 I 1 I 1121 Mafia o l I I mm 100 VER TICAL CONTROL �t�l I r OR 2-205 .. WASHINGTON COUNTY BENCH MARK NO. 1J7, I TeL 503.221.1/;1 A DISK IN THE CUPIR ALONG THE I i 1 I Fax 503.221.2!177 4 SOU THERL Y ROADWAY OF RIVENDELL CS GRAPE I AA VENUE. ITE S T OF THE IN TERSEC TION WITH =139.59' SW UPPER BOONES FERRY ROAD. I �, i•1 I + I El.EVA 17ON-188.30.3' ss JUH RMI 139.9.5' I I I 1 rE=131. � I•i 40 12 I l .. STORM MH • I I : I ( I Rw-139.85' E.=1J3.9J' ppI J A 1 ' I I • 1 CRE• 11 1.18.iJ' I i 24" CUL1 EXTENDED TOPOGRAPH Y ` \ i CO CRATE •GUARD f All. RETAINING WALT. 1 ) 1 UNDER fENCE LINE r ; -145 45' xdm ''I RIVEWAG , '\ ''�. LEe145.99 / 4 GRAVEL I • �! 25' 3p + n t DRIVEWAY-� \\ ` ti ! X TANTS t/ A.C. __tAS:--' •�- �rrr�a • � L'GIVCRE IE % arser ,e l I i _ •• OMVEWAY %r • ! ` ` t } / G9 GRATE I f` a - - i ss MH : 4 y =141.28' I , 11 \ , \ RIM=;48.161 • OPUS. ;CONCRE Tr ,r� �s Mddeca& I LE,=133.82' I I f ! TL 700 C.�,.rrlaeia Inc • ; '� I �-1--- ---_._ STAIRWAY TO i ' y' u�. � HEAR ACCESS / ' S(ORM NN . f OT6 AND SHOP ( GRA VEL ` ��� 41• ;: RIM=150.26 J I•E.=143.59' It z IL - STORM W. W I CH GRATE All ! \ �; ' �' 4%�' j` I.E,=142.40• CB CRATE W S =140.31' / ' / 4I� 1 I " / +, ♦ , // /' =145.92' a / /� t.E.=144.17 1.E.$136.89'-, /� a ADJACI]11 RETAIL .� - ii VEHICLE AND I ,•'� s R'fSTAt/RANrs TAl I STORAGE (NO C9 GRATE TOPOGRAPHY) CO GRATE ' r•/ •"/i�/ / !'' W Q• 142.19' CB SATE I } -154.50' % / CB t:R.ATf +�,�A ,'� •0. ,- / X yO 144.43' I GRAVEL -r45-� • �_ =14J.40' � W�w / = -•-G 'TE»14!.50' r}.; / SS MH ' I '" - - I - _ J �" 4' • ktM=t 43.55'rAM \ 1 00 m l I I ' .. A•m!?.T:RR 1 I.f.m 132.30' i� / CIN¢NTANK \' II STOCK PILE AREA �-CB GRA S,/ ! `` 55 MH , STORM MHS/• / // oo NO TOPOGRAPHY .145.•9' RIM= / v. r i �.f. 121 CULV. �� ( ) j ; r�. j I 156.b8• 4lM=?43.66 Z O W 4♦ j,' 13942' L CB GRATE I ) Jx 4,54' i f /.E.-147.10' / ' r 144.;6' I r 7✓ / _' 4. i I �\ \ � 4 STORM MH II r -LE.-14 .914 C. v A C. ,�� i I � �� � � � •� J w" rIf RIM-139.99' \ I ' ` \ RAIN r . �: i41�� � STORM MM \ �/ r ..• STORM MN '` i Ca RAT \ D' t t al / s i►/ ' • RIM-156.70' /�' RIM-144.45'142.92' PRQE�TNAAE + I.E.-141,90 .- •I 1 % ✓ / 6 z' ( %", GRATE LE. 18 CULV. �,m_;_� _ Drrux ' i' • t =139.36' s {� =144.20' CfUEL] LE=142.�E3'. F ! t It r. �,'^�; / � % • 7. 4 • f GRAVEL I A.C. i ra ' • / ♦ I . / / ;'r '�?p:' ' i `\' \ i I DPFICE AND st+DP tzl?�e u� / •�/' /j� STORM MN RtM-;57.34' I a C8 GRA TE C8 GRATE , % r!/ ~ '' 1! T I ^�� /" ,�. i I =157.75' =137.81' � � . � q_ / ! ' . '• �� w� � E.u 145.23' j� ` � j �• . A a co A.C. ,, CPA TE j •, CB GRATE � -145-89' I �. �, �� , =157.JJ' \ \\ j.E.-144.7y TOPOGRAPHY LEGEND � ti A.C. f �.,, ' i' �'� 6 ® SANITARY SEWER MANHOLE -.--•-UNDERGROUND GAS LINE ! 45R r , '� ❑ STORM DRAINAGE CATCH BASIN RIM-14J.tT`�� �� ' --- _- 1�A t.E.3fa3.dr- ® STORM DRAINAGE MANHOLE ---.-UNDERGROUND STORM DRAINAGE LINE C '�4'� �! 1.E.s1316 `, \ ;; // �A1(/VI I'iG �� j , SS MH \ 6 FIRE HYDRANT / 4 / !- / ` tsrErn pp RIM=154.78' VERTICAL WATER PIPE -0-.- J / / ' "Q1S� ` I j'� i� �� LE.-t40.G►' • \ I ® WATER METER UNDERGROUND SANITARY SEWER LINE d // 4 t i ♦ r s' \ \ e! WATER VALVE -w-w-UNDERGROUND FIBER OPTICS LINE - SS MH -1 GRATE IRRIGATION CONTROL VALVE RIM-154.48' r 153.44' c / � / 6 Q 0 +TRAFFIC ERG AL PBIB -9--•-UNDERGROUND WATER LINE GRATE � • /' . I.E.s 139.48' OLE -140 56' I P, i CRA VEL f� / / p � TRAFFIC SIGNAL BOX -*-* -UNDERGROUND TELEPHONE LINE �T iRRE TELEVISION BOX C9 GRA 7E rvRM I H ID VAULT Wt TH UNKNOWN UTILITY ---------OVERHEAD POWER LINE • / • NS. ' /'' ..-;':' • �� =163.77' I IRtM-161. 1' rc6 POWER ELECTRIC POLE ---vr-UNKNOWN UNDERGROUND DEVELOPMENT I UPNPA G OUND UTILITY BASED LIGHT 0 ASPHALT PATCH LOCATION 2407Ml�2Ab�Ahvwtw 6 GUY WIRE avvwm NIA MM7 I \ l -�----- --FENCE L INE Sep g4,u19 jCO GRATE / • '// %, ` CAS VALVE =148.45' �♦ GAS METER ►rarat4.s41w I / EXISTING I.E.-145.99' / TELEPHONE BOX GRA VFt • GRATE 1 TELEPHONE MANHOLE �- / DRIVEWAY \ / 15� '150.42• S MH -a- SIGN NOTE: UNDERGROUND U1rLITiES '� '� =ts6.i9' o MAILBOX ARE APPROXIMATE, SHOWN ON IJ5.0.! Ti�E BASIS OF SURFACE I CONIFEROUS TREE W CALIPER IN INCHES d ✓ 4, / DECIDUOUS TREE W/ CALIPER IN INCHES AND I/77L I TY L CA TEES BY f MAPPINGE S, I SS MH -- �_ 12.22.00 (SEE EXTENDED TOPOGRAPHY AREA) RE.s 34J..A_7 / v 2 I a►i�ae 2v f 71(. � arouE•cr.' 20d17D SURV M3 � 4 / - _ - ..-fMla.►', -...a. rte' z... ,. Y. ..,... .. ."Ma�M :hkr,..Tru,r•rr,-r7w.^+'�Mv+«.s..r ., �,wq mww.«.. .:- . .... _�. 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I N A t T R aAND E EAST JAN JANTIM B SOUTH OF Q a NUMBEREAEACH JBT JOIST Be STONE BASE DIC SOLID CORE suecatADE �� (ARID UNE AB ANCHOR BOLT EN EXPANSION BOLT JT JOINT A AC ASPHALTIC CONCRETE EDC EMIPWYEE DEVBDPMENT CENTER SCD SEAT COVER DISPENSER SME U DOOR MlLN�t AD" ACOUSTICAL EF EXHAUSTFAN KD KLMORIED SCF SPECIAL CONCRETE FLOORING � ACP4 AOOUSTT.CEkJNG PANEL-(SUFFIX WE NOTES TAPE) EFS4 EXTERIOR INSULATED FINISH, ,V M KD HNOCK-0OIMN SCH� SCHEDULE GRAVELYL ACl'4 OCEANS.CELL Mq Tr.E(SUFFD(i DENOTES TYPE) EJ EXPANSION.HEAPS KITKITCHENSCR SATELLITE COMMUNICATIONS ROOM 8D SOAP DiSPENSEA DOUBLE DOOK DOOR NI R AD ANA DRAIN EL ELEVATION(TOPOGRMNGIi.) KO � SSAND1 KIP KICK134EPLATE SOF ARAE amSTATIC DISSIPATIVE FLOORING f SECTION NUMBER ADOM ADDENDUM ELEC ELECTRIC(AL) I� ADJ ADJUSTABLE ELEV ELEVATION(DRAWING) Ka _ AZ.1 SHEET REFERENCEREFERENCEAES ARCHITECTURAL OWOOED STEEL ELEV ELEVATOR WISEAL WU14TAT) SEALERIHARDENER AF ACCESSKDORNG EY ENTRANCE MAT LAS LAIORATOtti (COWAL I DI SEALERMARDENERDk ASPHALT AFF ADM FINISH FLOOR EHCL ENCLOSURE LAM LAMINATE(D) SECT 8F SECTIO FEET . AGO AGOREGiATE EDC INIMI'J GENCY OPERATIONS CENTER LAV LAVATORY OF a STOREFRONT(SUFFIX/DENOTES TYPE) '. CONCRETE PLUMBING ASSEMBLiES An AN INFIHANLT AnonNG T EP ELECTRI AL LF PNEAL0im am SHOWER � 1 AIB AL MFLTIRKLIONN S.WILS:R EP ELECTRICAL PANG LLFF•1 LAMINATE (i DENOiEs SHR SHEEP A2.1 WALL SECTION ALT ALTERNATE EO EQUAL �I LEFT WAND �) 8HTT0 SHEATHING tF q ALUM ALUMINUL/ EQUIP EQU94JENT SIC SECURITY INVEsnGA710N CENTER AP-41 ACCESS PANEL(SUFFIX/DENOTES TYPE) EW EYE WASH LIN LINEAR 8118 MANAGEMENTSERVK;ES � GROUTt- GRAB BAR Alk'>d ANODNPED FAT EMERGENCY RESPONSE TEAM LJLR LEFT HAND REVERSEEXiERM ELEVATION APPRX APPROXIMATE EW EACH WAY L LENGTH SIMILAR SND SAMITARY NAPKIN DISPENSER BRICK �� o ARCH ARTOMATI (URAL) EXH ELECTRIC WATER GOOIER L LIGHT ENR SANITARY NAPKIN RECEPTACLE ~ WATER CLOSET(PERIL NOIJwl1ED) AUTO AUTOMATIC EQA E)OALUBT LL LINE LOAD CONL'RETL/YI►90iR1t UMT �. AUX ALOMAARY EXIST EXISTING LLV LOW LEO VERTICAL. SPF SPECIAL FLOORING(RESINOUS) A AVO AVERAGE OP EXPANSION LR INNING ROOM SPEC SPECIFICATIONS y _ AAWP ACOUSTICAL WAIL PMEi EXP EXPOSED LS/ LIFE SAFE Y SYSTEMS SLR SER 1121 SW Saknon URKAL ID o B INTERIOR AT AMR ACOUSTICALWALL TREATME'N F EIP-BYWJCT STRUCTURE L.� LAMINATED STRAND LWN�t ION EXT EXTERIOR SP £��PLASTER &*loo STEEL - r BULLETIN BOARD Be :K'lJD SURFAC%G PaTlwA OR 91203 - F WAIL MOUNTED LAVATORY C SCR BUILDING COMMUNICTAON ROOM MATL MATERIAL 4 SST STAINLESS STEEL Td 503.22 .l MAX ST4 NTAN(SUFFIX/DENOTES TYPE) Fax.303.221.2011 ® 121 ALI IINNLAd �U Som BIiNOI.'8 Ma MACHINE BOLT DISI STANDARD IL" BRICK(&FFDX/OENOTEB TYPE) FA FRE ALARM AIR MARIER80ARD STO SECURITY TECHNOLOGY GROUP � Rl 6BEIR,SEALANT,AND DONT FLLM POLYSTYRENE ® OOISfTEA LAVATORY A21 OETAL N GROWING SET SLOG KINDS BUILDINGSUFFIX/DENOTES TYPE) FFAC FACTORY MBBF MODIFIED AG FACTORY FINISH MISS MOP A BROOM HOLDER FLASHING,SE sTL STTM Km OR STORAGE RAL A ROUGH WOOD 11JINi9i 8f OGKNNO FCP FIRE COMMAND POST MC MACHINE CABIN (DIY QST KNC>rYIN NNETFAOO � FLOOR DRAIN MDH MAGNETIC DOOR HOLDER SLYP SIEHD(ED) (CONELUOUS) 1y , BM BEAM FDC FIRE DEPARTMENT CONNECTION MDO MEDIUM DENSITY OVERLAY MECHANICAL T TREAD DRINKINGFOUNTAIN DETAIL NBENCHMARK® DETAPROJECT MANUAL BMBENCHMARK FON FOUNDATION � TB TOWEL BAR BOC BOTTOM OF CONCRETE FE FRE EXTINGUISHER TOUCAN WOOD LUMBERDoc BOrTi om OF LECK(ING) FEC FiRE EXTINGUISHER CABINET MEZZ MEZZANINE TCB TDP a BOTTOM (Kw4xKnNUOUS) BOF BOTTOM OF FRAMiiNNG FRF FINISHFLOOR MFR MANUFACTURER TER TERRAZZO we WT7'0M OF STEEL FH FIRE HYDRANT MH MANHOLE TER TELEPHONE ^ MM H UM TIG TONGUE A GROOVE WOOD FINISHr,� REVISIONNOTE BOT BOTTOM FISC FTATe ROBE CABIEI M BROOM FN LOBI) m MISCELLANEOUS MIRROR TOIL GLASS 77 SIYNN BETWEIEN FIXT FKr URE MISC I.I•: + PAR'ME BOARD BW IBUB UPDATE MEETING ROMFLO RAiHINO AM MUiT1�EDIA Ti TOOL JOINT an SULT-UP ROOFNO RA FLOORING) MO MA90NPY OPENING TIS TACINQAFiD KEYED�E T FLUR � AI�I METAL PANEL(SUFFIX DE110'IE8 TYPE) TOO TOP OF DE TOC TOP OF CONCRETE ® PLYWOOD FO FACE OF AM METAL STUD CA CATCH BASIN FOC FACE OF CONCRETE MTS MILTI TENANT BUILDINGTOG TOP OF FINISH GRADE CC COMPUTER CONTROL FOF FACE OF FINISH MTD MOUNTED TOM TOP OF MASONRY OCR CAMPUS CONTROL ROOM FOM FACE OF MASONRY MTL METAL TOPE TOP OF PAVING O (IHSS(SECTION) CF CUW FEET FOB FACE OF STUD MULL MULLION TOPL TOP OF PLATE 1 WIDOW TYPE CFUS COUNITERFLA&M FOGH FACE OF SHEATHING 106 TOP OF STEEL CJNVSULTANTS TOW TDP OF WALL / GLASS(ELEVATK" FIRE PROTECTION a�R Cor1T i F CORNER GUARD FSA`L N NORTH APPLICABLE TTS TILT PAPER AP R DISPENSER EEL SYSTEMS STEMS CIP CAST IN PLS FR FIRE RESISTANT NC N•URSE CALL Tam TOILET SEAT COVER DISPENSER OffAx ROOM NAME ROOM NUMBER CL CEILING FR FIRE-WLR FRP# FIBERGLASS REINFORCED PANEL NIC N LM N CONTRACT TV TER EV1 L AON RKiD NlXLATK)tN CR COND CLFAR(ANCE)CONOITION PRINT FIRE�iETARDANTT TREUITED NO. NOMIN R TYP TYPICAL P. OPUS.cMU-0 CWLAETE MA80NRY UNT(SUFFIX/OH�N M3 TYPE) FRT FOE-RE'TARDAW-TRE ATED NOMI NOIN"'IL ♦ ® BIIDIXE oETEcrai NTS NOT To 9X.ALE ITA IN UNIFORM BUILDING ARRA An�N�a BATT NBLIATION CO T POD F1REJ8aKXCE OMPFlic (UBC IINIFDRM BUIDINc COOS opus � Cam FT FEET,FOOT UL UNDERWRITERS LABORATORY -- ELEVATION DATUM ON CE]iFEt�S) UNLESS _ _ • SPRINGER HEAD - COW Of OVER LIONGYPSUM BOARD OIONFNIG CONFIGURATION FUR FURRING ArURRED)ON OOD OUTSIDECENT DIAMETER IROS UNLESS OTHERWK£SHOWN ����Inc ( FAIRE DXT1iNGlASFER N CARNET CONST CONSTRUCTION OFCI OWNER FURafi8HED.CONTRACTOR INSTALLED UPS I NINTERRUPTABU:POWF3R SYSTEMA O Irk CaMG ELEVATION DONT CJ CONTINUOUS CONTROL JOINT OF01 OWNER FURNISHED.OWNER INSTALLED UR URINAL. COORD COORDINOH OVERHEAD CORR CORRIDOR GA GAUGE or GAGE OPNG OPENINO Va VAPOR BARRIER(RETARDER) OWNER. O FE FIE Efi11XKlISHEK CPL STT PLASiTR GALV GALVANIZED OPP OPPOSITE VCT4 VINYL COMfKw iONN TUE(SUFFIX/DE?iOiE8 TYPE) WALL MOUNTLISD Rt FINISH MATERIAL-TYPE X PT4 CARPET(SUFFIX i DENOTES TYPE) Oa GRAB BAR VEN VENEER GR CRASH RAL a GLAISS VERT VERTICAL CJ CONSTRUCTION JOINT GL4 GLAZING(SUFFIX/M407.E TYPE) PERF PERFORATED VEST VESTIBULE � 0 OL GLUE4AMNATED PERP VG VERTICAL GRAIN CSK CERAMIC�D(/DENOTES TYPE) GND GROUND PL PLATE V 4 VINYL TILE(SUFFIX/DENOTES TYPE) SYMBOL LEGENDwe GENERAL PUCYL E BUILDING PL PROPERTY LINE vre VINCOVERED TAC.KBOiAFM STmi ,RAS WALL TAG CSV CW � COLD WATER a" <SII OIJ.E(SUUFFO(/DENOTES TYPE) PLAA64 LAMINATE IAWITE(SUFFIX/DOOMTYPE) VTR MEATI'TO ROOF a r1f1Uv STEEL DECHONG CUT CUBIC YARDS GYP GENERAL GYPSUMSITE SERVICES PL►e PLANTER VwC VINYL WALL(OrERING o WALL TYPE,STUD wDTN AND PMJ PRE-VO ID WALL TYM TYPE D �H PPNiE-#1OLD®J(WTi FILLER ANEL wWELDIED Q6 -4 WEST 4 J W.0 INSDE DEMOIM or TION 41 El TUBE STEEL COLUMN WALL AND WALL FNIIH H EWIT OSA DRINKING�T�AN H � PREFAB PREFALIRICJITL�PR PAIR N WITH WITHOUT W FIRE RATINGOVLRs) LAAO OWAX NAL HC iMU W CORE(MATEMAL) PREFIN PRIED w" WOOD BASE(SUFFIX/DENOTES TYPE) ca W 0 STEEL PPE COLUM � � MHDMIR � PSF POUNDS PER SQUARE FOOT WC WATER CLOSET OMP DOYEN�� HDWD HARDWOOD D PSI POUNDS PER SQUARE NCH WC4 WALL COVERING(SUFFIX i DE NOM TYPE) CSTIEL CHM1B De DR OET T Hm HOL LOW METH.AL PT POINT PRESSURE TREATED WD MW ODW © 0 DW DISHWASHER HNFR HPL HIGH PRESSURE LAMINATE PTD PAPER TOWEL DISPENSER WF WNIE FABRIC r` DUNG DRAWING HPL HIGH PRESS PRODUCTION MATERIAL PTDAVR PAPER TOWEL DISPJWASTE RET. WF4 WOOD FLOORING(SUFFIX/DENOTES TYPE) Z -"a W WOE RANGE COLWN DWR ORAS HR �,R PVC POLYVINYL CHLORIDE V% WATER HEATER P,I000( PAIR SYSTEM 8 COLOR WALK OFF AT ak ix MAT HT HEIGHT PW HVAC H EATIKR,VEN1LA11NG i QT QUARRY TAE WP./ WALL,PANEL mm/DENOTES TYPE) I S,EEL GTRDEI AIRCONDITIONING, OR WASTE RECEPTACLE W H><B WATER R RISER(STAIRS) ER S) WR WATER RESISTANT WTD RADIUS PNIE N810N) WRa WATER RESISTANT BARRIER PROJECT NAAE Rib/ RESlUNNr BASE(SUFFIX/OENDTEB TYPE) WT WEIGHT RC RESILEWT CHANNEL ICC INTERNATIONAL BUILDING OGRE RCP REFLECTED CEILING PLAN YD YARD ID Pow DIAMETER RD ROOF DRAW IN INCHES RDO h'OOF DRAIN OVERFLOW NCAN INCANDESCENT RPF REFERENCE NCL NNCLUDE(DNI'O) REFR REFRIGERATOR NFO INFORMATION REEF PZNFOMMI)XNG) INT INTERIOR REOD REQUIRED Mom Mom NRESIDENT FLOORING Z) a IU INTEL UNIVERSITY RH RIGHT HAND RHR RIGHT HAND REVERSE RM ROOM RO ROUGH OPF,NNG RT4 RUBBER TLE(SUFFIX 0 DENOTES TYPE) RK RIGA WATER LEADER Q C /NI FMiE ALARM SNOMMAP 40M WALLIOLKIED FINE FRE DXTINGLA*IER SIGN RECESS®FOE DaV01OUISHE R CABINET flua w EUMATOR CALL B TTTO" 31Qf 117LE uw TEIEPHONEELECTRICAL ELECTR ICALOUTLET OUTLET OUTLET AT_ CAslEYVOfBc l - --- I 40 I MALL AIDIN Naa SANITARY NOTE:IF POMANENT SEAT 18 PROVIDED, m+lt wisoona, ij 2.21.06 1. ACCESSIBLE FIXTURES REQUIRE A CAEAR FLOOR SPACE CONTIGUOUS, NAPKIN SHOWER HEAD AND CONTROL MUST BE ON HAN[lAELD SPRAY 12.Z2.(LS OR ONEPLAPPINO THE ACCESSIBLE ROUGE MS FLOOR DRAM BHOUID NOT DIBPOBAL. HAN D41ELD SPRAY UNIT LACK WALL THE PERMANENT SEAT MUST UNIT W/W HO.RE w/ DA 1E: BE PLACED N THIS CLEAR FLOOR SPACE TE qM TO 08SC CHAPTER 11 TOWEL DISPENSER SANITARY NAPM FOR DIMENSIONS AND CONFIGURATIONS OF(iFJAR FLOOR SPACE 1B" HEM MOUNTING OPT. REOO MSFJDED. 1� -MAOLRTTINO OPT. W/W HOBE W/FD® BE ON A SDE WALL.THIS OPTION IS NOT FIXED H -T(1NFT PAPER RECEPTACLE AND WASTE DISPENSER EXCEPTXW DRAMS MAY RESIDE N CLEAR FLOOR BPACE PROVIDED 3r DISPENSER TOM BEAT COVER 3S`ADJUSTABLE IONADJUSTABLE VJU�.�BAR L wlx- - LRS MIRROR COAT i UTILITY 90AP NASO DUAN HOLES DO NOT FACE®1rr GAIL MAX,FLOOR SLOPE DOES NOT � GRAB BAR �DiSPE DISPENSER(CENT V ADJUSTABLE TABL BAR I S71AASr N BY. �" r-1P HOOK D ORV®t EXCEED 2%N iJN11 DoEcT10N,AND AHE ELEYATiON CHANGE AT THE TOILET�T 7.7 OF STALL) � CONTM -# DRAM LIP DOES NOT "''11 D USI.' (�A F r4r it SANITARY NA M W NOTE �i< /—CONTROL PANEI ice/ CY� 7V 1r bI 1 _ DIBpE o18P08AL BLOW -.. 1ST PANEL COAT AUTiLITY PROJECT: Yt)t51TD LAVATORY a LAV e 1 TOILET PAPER � r �X - SPIGOT___ fN N COUNTER I IL !, I .�I - w L PC7NSOt UIIINAL BEAT (M L 1 ------------- b S'MN KNEE RMA CLEARANCE v a b • �g yO, INSULATE , Li' AND Hr I CUl 1r MCK MILL CONiROI ANLL NTN PFAU MACK IMQLL CaN1Riq AMYL UDTdINOINAIMiAN TR�iETIIX►`4M SAN IAMSITTfNl1► ACCEa L1R2NtT TITR.ALT'A!T urlm ACCESSIMLE411401 R 1 D 1 2 IT 4 S 4�w.srwrwr�r. �y. ... ..-s... .... ...:I�glp}IBR'++n,Wib�nr�v•w.._:.. ..•«:.�igb.wR•..aa........ :a�:..t�•nr � . ._ • i s --•— 1 IIfI 1 ..,,�,y �.�•W � - 'i-iij)�r�i iI�I l si s 4 ito �iir•��ir��i lI�iI A2 No. i I 3 . , .w �;� r '. 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CODE PLAN GENERAL NOTES OD 1. 3r CLEAR OEM wrml PROVIDED FROM STAMiS r 1 AND SZ 64S ! a 6 • r a a 10 2 OCCUPANT LOADS AMD EXITMiO REW;IEl AENT8 FROM TB ANT SPACES TO BE IDENTIFIED ON TENANT PATRI A L N ON NO.38 gli Jy 1.a 5 I a l a t tat �iT DRAwINc3S. N ,OR I i CODE PLAN LEGEND OF U 11 _ I I t OCCUPANCY X T8 8 AREA (FUTURE C*FICE TEiiA1fT) O \ ♦ ♦♦ ,`#,♦♦• f♦♦' +• {♦♦+ ,` {+♦f ,#♦+ + f +# ,*+ ♦##♦ ++ ♦ -- __•�p1 11IOURFMRE$IBTYVEEXIT PAIIIIIA EWAVORIHOURFNI y • + • + + ♦ ♦ + • • • ♦ • • - --_--J `f RE UITIVE STAIR BCJXUV,BOTH WI OFENIIW AND ♦ ♦ + ,# , • ♦ + ♦ ♦ + / + ♦ + + , + # + • ` # , ♦ + f Pf*TRATION PROTECTION,SEE WALL TYPES,DOOR f t ♦ ♦ + ♦ ♦ # ♦ , f + } ♦ ♦ ♦ f . ♦ ♦ ♦ + ♦ Y , + ♦ f 1 , ♦ f ♦ + f , + ♦ ♦ + , + } 4 } , , ♦ a + � ♦�w=YMi A�■aw�Mt.uRrMt■�NV. • . . . 1♦ , q I . I I I�i011R FMiE BARRM3t WAIL•1•#Bt FIRE MUSTWE WALL q ' ' `fad f ♦ 1 1 ♦ ♦ ♦ # ♦ + _ �p rn� pp�yy unp�- �t �y�. # ,' +♦ + ♦♦ ' }♦ -4r ♦ f ♦ IwM1+4 ♦ f♦ ♦ ' +♦ ` a# # 1♦ ♦ + ♦ f # {1 + ,fv1f + ,♦ # ♦♦ 'f ♦ ' ♦ }♦_ ___...__,.�— 0.7 WITH OPENKI AND PENETRATION PROTEC ION. ME Q — _ __ • + + '_}' + + ♦• ' ' +a�U2B ♦♦ •_{a { ♦♦ ♦ ♦♦ 1 f, # •• f ♦♦ + , ♦ ♦f • ♦ + ` ♦♦ f + ♦ _ ,a ►VTEF"WALL rYPES f SHEET Aat J PE 1TfATION DETAILS I� ♦ • , ♦ • ,r+ + • • ;+`(17 1 ' ;+ -s} _ ♦ } �!y��♦ # + C (W*ET A0.3�DL<M SCHEDULE WIEET A2.5b) ♦ , f ♦ ♦ + ♦ f ♦ ♦ ♦ f ♦ # ♦ f41 ♦ .y ♦ ♦ 41 + f ♦ ♦ + + ♦ , + , ♦ + , • • • v • ♦ # ♦ f , ♦ ♦ , + • ♦ • • , + ♦ • + ♦ - ,HOl1R FIRE BARRIER AND + ` ♦ ♦ ♦ + • ♦ ' ♦ + } ♦ ` , # . ♦ ♦+ ♦ • ♦ + • # ♦ , + , ♦ + ♦ + , ' , f ' , + ♦ ♦ f J ' , } ♦ ®®i /EyX+RyS�Ipf�Ai WE IINTTEGRApTyE.D�D�NEXTIIOli�AL AFIRON V i* ,�I + ,� f +• } + + f ♦ ♦ I+ , + , # ♦ , + , M ♦ , f { + , + ,♦ IJ ♦ , + , + f , 1 f h f , f�-, +1 f ♦♦ ♦ } LL ♦ {{y , + SECTIONS ENCLMy/SUM PIM YMM\Y. ■LE�IIWAL DRAWL S. SHDWn w 1 } ♦ { + } ♦ ♦ # , • ♦ ♦ ♦ + ♦ , • ♦ f + ♦ ♦ + , + ♦ , (1) ♦ ♦ r ♦1 1 ♦ SE/IRONS MNO INA41 Y ♦+ ` } , ♦ 1• f , 4 ♦ ♦ ♦ , } + ♦ #` ♦ 4," • , , # ,♦ ♦ + , ♦ ♦ , • ♦ ♦ { , { ♦ f ♦ + ♦ # AREWALCORRIDORS ARE CEM,.NfD IMMfti.alawl SHIOYYIi ON lAtElll. AAE WALL 111IiU3.) ` ♦ • ,' + ♦` ♦ 1 , • ,' ♦ ' , + , + + + ♦ ' Br + { + ♦ + 1 —� \ / III -.A�/■OI GM I r♦ 41 r ♦ ♦ + • , ♦ _♦ ♦ • , , , , + ♦ , , + + ♦ + ` ♦ } , + ♦ ♦ , + FEC FIRE GA♦IAV11♦■�O{ValE1(ZAtyqC EAT lk 'k4,41 4 41 4k 41 4k 4k • Portlond OR 97203 1 { # # , , , , f TeL 303.221.1121 ♦ , 1 . ,. • F�303.221.2077 d 41 ♦ , ♦ , ♦ ♦ , ♦ ♦ , ♦ ♦ ♦ ♦ f + f ojH BUILDING CODE INFORAIA77ON �' BUILL"UM- STATE OF i>HEOON 2004 EDITION STRUCTURAL SPECIALTY CODE AIEENOMENTS,BASED ON Z= H IN I VATIONAL BULDMIK3 CODE 82. THIIQD FLOOR'- CODE ANALYSIS PLAN �„�, ,,, ION: CnYOF� WALL T■as BUILDING CODE AREA CALCULATIONS 1. CODE II4ORMATION INDICATED KNOW ONLY LI MSM SPECIFIC REQUIREMENTS BUT DOES NOT UST ALL I ! a ♦ 5 a B S 10 BUILDING CODE REQU1RBFJtTS. CONSULTANTS Ia a.I Q e.t at tat AMCY OROUF.ICHUAPTER# S OIF (TENANT M�IEMENT BY OTHERS)■54W r L / 1 70TAL S R BUILDao AREA UNDO 87 d clvioPlEB■tMq r opuse I TOTAL ouLDINO AREA-56,367 r I I I I 11 11 I I I I I I_� — O /♦ ♦ ♦ ♦ f f ♦ • ♦ 1 K , , , + ♦ a . , + ♦ ♦ a♦ , + ♦ • , + + + # TNIXTION TYPE: TYPE",SPRi D `F+� irme�f/�'�1 Inc a ru 41 \ ♦ ♦ , ♦ , + r ♦ ♦ , r ♦ ♦ ♦ 4 ♦ + ♦ ♦ 1 + • • ♦ ♦ + / ♦ ♦ 1 f 1 ♦ , ♦• •I , ♦ ♦ + ♦ + } + ♦ ♦ + } + ♦ # + , B ALLDRIrAat!FLOOR AREA AND 1fT t 23.000 3F. 4 STORIES I 1 • • • ♦ + + a + + mak_ 44 . ♦ ♦+ , ♦ ♦ , •+ ♦ • ♦ ISI• ♦ . + , • + ♦ 1+ , + •+ , • , • 1 ♦ a+ } ♦ } ♦ } + vAnGR /� 9.a �.,/ �AUMNIA I P__An WOUM RIM NCREABE ONE STORY(5 STORIES ALLOWABLE:) a+sme 11 , y + f • } ♦ f , } ♦ # + , ♦ f ♦ + '~ (YRh al/♦L HGRlf71■IVLIrA/♦ + ` + ' ' • ' + ♦ ♦ + 174 ra ' ♦ -Y�T�•~ f # ♦1 ♦ +-�♦ ♦ �� C TIDt/k PROPOSED 3 STORIES OX 41 + + ♦ ♦ , ♦ ♦ , } ' ♦ , + ♦ ♦ ♦ + , + ♦ ♦ , + ♦ ♦ , + , ♦ + , ' , + ♦ ♦ + ♦ I�HOU R FIRE BARRIER AND + 1 ' , . + ♦ ♦ }1 • , ♦ ♦ , + ♦ + , • , dAATPpR + + �e♦�+/A.��TyyE�N�CLy -.IRI�E PER Boon Ate► TOTAL BASIC AuawABLE: 23r000 r.x a STORIES eoAoo r Lu ♦ + 4 ♦ • ♦ , • , , ,♦ + + • ,• + ,♦ ♦ + + +♦ ♦ # + + + o f • + + 11 ♦* ♦ + # f # ♦ y ' ♦a oCV IMg 7W/■M�� S _ l + , . 4p 4,, . + rt�•. r a;�♦:` T �� T , + + s r .�'� #'+ + + . �. '+ FIRST FLUOR IS,OSZ.S r 1 # ♦ • , , • ' ♦ • + . , + . , + + , + ♦ . , # ♦ , ♦ . , ACTUAL AREA SECOND FLOCiR 1 e,oe�x 6 r � 2 ` •L' . ' . • . . >r— -- D THIRD Fl 00R , • #♦' + •+ ♦ • • ,• ♦ • , • ,+ , ♦+ , ' }' + + ,♦Btutr • , ♦+ , • ,♦ . +• , + . ♦ ♦ + --� EXTIAIORAREA 5,231 mod 0 1• aMor 0 C, } • .' • ♦• { • ♦• ♦ f' , ♦• , ♦ a +' , ♦• 1 ♦ } ♦♦ ♦ . , .• , f♦ .+ , f+ , • +• + ♦ 1 , ♦ UNDER CANOPIES •- -`T-+-- a- 1 ♦ • { ♦ , _ , • TOTAL BUkDNK3 AREA SUP <do I of I ' ` ' + ' ` + ' ` ' ♦ + ♦ ` ' ' ♦ ' ' + � . ` f . ` ,1 • , + ` +' ♦ ,# + `I, • ♦# + , • , �r . • , + ,• . {� , . , . • , + , ♦ 41' , + ,+ . 'I . ,♦ I BUILDING CODE MISCREQUIREMENTS � ul + ' ' ' + + ` ' ` + # ♦ ' } ♦ , ♦ + + + #+ ' ♦ • # + ♦ ,Al 4 + a + + ++ • as QS Q) TM OFCONSTRIICilow TYPE O FIRE RESISTIVE REQUIREM13(M - -- H STTRUJC'R1W1L FRAME OHRLc (TABLE 001:) BEARM WALL84XrERIOR 0 HR NONSESEAR (i MALL ALL E7t10R 0 HR M NONBMFJ1ftMVG NIIY.LSE)(T. 0 HR -10 �1 NOI$AR ING WALLSfXT o HR<30' NON RARING WALL s W. 0 HR PROJECT N A E FLOORS 0 HR ROOFS 0 PIR Cl SECOND FLOOR- CODE ANALYSIS PLAN �°:) FAIR"''D °�LO�"'� 'HR ICMJF- 1'■2941 (�:.707:) <R STORIES -PIRDTlICTIDIk SEE WALL rMES MHEET AOAi PENETRATION (IEC.716.) OCTAL.S(,W LET AD.2�DOOR SCWDULE(SHEET coco AM)AND MECHANICAL DRAWM GS. 1 ! 3 4 6 S 7 S 10 rill a AND Q_CSWANT LOADS (ASSI MED FUTURE OCCUPANT LOADS) t a 6'1 6 UI S 1 S.1 IO.I I CwwTER 10- SECTION 1004.11) }MRD FLOOR 1CTUAL OCCUPANT I OADS TO BE PROVIDED BY 17,327;100(OFFICE) +3 NCCE SSORY SPCS)■177 OOCUP 5 Q flfTUE TEONT 01 IKIVINO 1f PAC AM VOTIM VIM RB UIRED: I77 x 02.36.4•,OR 17.r PER STAIR. LITE (EXIT WiIi�E PER I - ( (N"CODff�E WIMM 1 L e6crlDMi 1�1 EEE � � ` +e•CLEAR MMiMAAEf PEA STAR + ( I I / +, ,I + I, 1; 1 I (� IEXITW DWID(OFFICE) �R6QUIRED: ,� ■3SORY W'OR .rr pm 77 OCCUPANTS a _ (W Cow wt Ew WVTH� ® , + ` *# + '` ++++ ♦♦ 0 0 ` `♦ + +` ` +♦ + + + ' ++ + # •` ' +♦ ` PROVIO� 4r CIES MINIM II PER STAMP O C PER fi6CT1 m 1 A • ` { ' + ' ♦` + + + ` r♦ ' a♦ + + + #+ ' ' • +#♦ + ~ - - --- F1ttST FLOOR MNOMMMAF LUX THE OUT ♦ • , + ♦ ♦ ` , + + ♦ + # + + ` ♦ + ♦ * a , + + ♦ , 17,031,00 +4 ■ + , } + , + + , ♦ , . + } } + ♦ + } + , ( ) c�CE�Dm►aPCB) 1n ooalPANfTs DcLol BE Is TO ELAS . + + + , ♦ + , ♦ } h + , + E ♦ ,� + , + # , , a A DOTINO WIDTH 6EOUNED: In x a16■2Lr,OR&r PER DDT flB�pf Lu0m 1.1 TO 131I ,+ • , + I.♦ ' } + ♦ ' + 'I + + ♦ + + IR f► } ` ♦+ + ` + ` +` '4 ` ` '1 1( PRDVIO[P. �'CLR MMEL ARE t� — \ + + ♦ + ♦ ' + f } } + ♦ ♦ ♦ , ` ♦ + ♦ + y + ♦ ' ♦ + + I+ ` Ly ♦ ♦ a , a + h , + , #lk NO FIRE RESISTANM RATNfi DUE TO FIRE wmwr10001, ,+ + + + ++ . ♦' •+}+ �pl� ++♦` ++ + +` # + '+ ♦ +` # ♦ a ♦ }+ '..`�■ r♦ FLA } ++ + ' ♦ • ` + a (TABLE 1(1M.1) SPRINKLERSYSTEM ��■ a ' , + a ♦■r/♦YQ , ♦ A 4 ,y + ♦ , # ' �I.■V a���� + + } ♦ } + ♦ T II\i 1 I ``I' , h` ♦ , ♦ ,♦ +++, ++ + +�,`I++ ' ,' #• } 4 l♦ #` IA�i , , ♦ (I)+41 4 �♦ �r�♦1'P f +' ♦ ++ + a ++ , + ++a♦ \ } + ♦ + + ♦ • , + saw�.� !��IA � , • # + ♦ + ` , + # + + + a I, ` , r+ ' ♦ ♦ ACCESS/BILITYREQUOREMEIrTS + ♦ ♦` ♦ `+ `+ + ♦• ` ♦♦ `` ` +♦ a *` ♦ ++ ` `+ a `` ' ♦ ' + ' ♦ + + ` ♦ ' 1}IOISR FIRE SMatFR RIOT STAMt }+ + ` ` + ` ' ` ` + ` ♦ ` ` + ♦ # + + ` m + ` ♦ + a + ` ENCIASIltE POt�CIl01A 7a ( h ` + ♦ + + + + ` + , + • ` # ` ` + + + + + ♦ ` + ♦ � THE SITE AND SUM.DIM COMM M TO CHAPTER 11 OF THE 2001 I • � �--�-�-�-+ ♦� # • • ♦ -�� -� -� -+-�-�-4� ��A- + ' I AND 101U:1 - • + ,`. # , + +' + * } + ,' , f , + #' ♦ • + ,♦ + ` , + , # , , . ,+ , # IM + h • a h # ♦ • I,�,T� a E OR EGRESS 2 Pll 1C ElIT1ORE ON a7RUCRIRAL SPECIALTY CODE. _ PROVIDED AND IS AC'ESSMILE. REQUIRED' , + ♦ ` , + + ♦ ' , y + + , + ` ♦ + + + ♦ '# • + ♦ ♦ # ` ♦ '+ y�/♦�� # + } + + ' , + + + } + ♦ ' AN F ROUiIES ARE�PROVIDED Tf7ORS ARE�IFC,WAY FROM I + } ♦ ♦+ # + 4 + # • ♦ + , } + # , + ♦ ♦+ } #a , ♦ } , + # + v�, } + , # # } , + REQUIRED DOT ODORS �--- I + I. 1+ } ++ ♦ , +1 f ♦ ♦ + +♦ + , ♦ ,1y♦ • .` + + ,{ +`,, I a# + +, + +♦ + , a1 + +} + +♦ + �, } a, # + ah + as +�} ++ a r nVl♦/Y��I�i CITY OF RIARD N♦7E 1'Z2200 a ♦ + + ` ♦ } +` ♦ + } + �# a ' + +����` ♦ ' } + + a + } + , ♦ `' } + , a + + I, a + I Ol �cPARKM PlAll�$TAI.FIAIDIRIEPRJIN(aI�TC� L 1 + + + ♦ + y + ♦ , + Y + } + } + , + f + } 4 CLI — ♦ # # .♦ # ' — Qa Mi£+QIc: LRS I i H �WNBY. LRS \ -- - 0 O iZ� U� •/ t AREAS OF SULIDNI(I Nf!Y PROJECT. ?Od1TlP PROVIDED WITH SUR rilplDm 1-HOUt FIRE SAWRER AND WALLS AND WITHIN THE SHAFT ENCLOSURE PER HORIZONTAL PROJECTION OF SECTIONS IN AND MA THE ROOF OR ROM ABOVE ARE NKIMED N THE BUJILOW AREA SECTION SOZ 0l7eMTK,N('TY� 02. FIRST A06 lb FLOOR- CODE �'' ANALYSIS PLAN D I @GALE t•�e►a i 1 1 ,. l 1 I I I 1 1 1 1 I I 1 I r 1 1 I 1 I ! I ! I I -• t � -. _- 1 .� � s� � 1l1oI � TI � Il11lI � � IlI �\ '12 t . 4"X u Wl�( ll 111 Illll >llll 1llIl1W Illllllll t(1 WIIU WIIW 01111W lUlllll Illllllll 1 .. ,. - r+ell. .r+...,....lr.-n...,..,....w..,.�.......«,. ..t.<�....... ..:.-..n.w,...r,.w..:.++�.w.++■w+rr..,...,.....�-..r.c...�m,.►....-...�.�.w..........�>.+.:..:..a......Mwor.�w..ra4s...,>...,.....r.w•mli-•�..w++....- !►� ' ° _ . ..er, s.rF:+..ey,eee..�••,.ii■IIM,I...,.�`■„-■��,a'ew.lesa. '•.�Wf�f.�. .. - J�...W',�V MW Vm W4+...1.n.•um..r..'w+�..1w.ti..rr+•�.re.._='.ram .. .....•. ......., ..- •..r .yw..m ..r+.,.wa ..� s'tl'tll•In A�'►Y11M�^�a'MMR.♦9M0 .. h ,YMM1.Y(4 f. I��i at. JOINT SYSTEM 11MM BUM ON UL,HW-&My, INSTALLED MFRS MAY VARY.INSTALL ACCORDING TO SPECIFIC MFR fibrAAREMENTS FOR ENTIRE WALL TYPE NOTES JOINT SYSTEM.COWM ACCEPTANCE OF Jahr FIRE FAFING Na"TTON 364Jqw SYSTEM 5 ul-D«,�ayetew No HIWWr LHuom7ffTmSYSTEM WITH1 UL Oesigo Na 0606 16r 20011 I. SERE RIM PLAN SHEETS A2.1'fHRU A2.3 FOR INTERIOR WALL TYPE LACATIONL Iib SY8TB1 AWBrGlB VARY. ee FLOOR Aft ROOF PLANS SEE STE7E WWo�oAcxIRB f'ATR' IA � A muwy 25,20011 Z TYPE'X•GYPSUM MALL BOARD SPECNIED TIVKX **OUT. PrbVIOE WATER RM ITAttr GYPIM NAM rAU _ A01 FOR FLOOR AND ROOF A B. SEE STRUC TURAL DRAWINGS Aaraily Rmb"-1,2 3 need 4*(See Sew 2) 'TYPE •X•ON ENTIRE WALL WHE(iE PLUMBING FIXTURES OCCUR. D5 METAL DECK SEE STRUCTURAL DRAWINGS, D,on 1 NorderrruO Wal rBdrrS-2 HR L Am"ad Ansbad-Ler i m 1 CIRIKM R L R"r 400 F-Luo Im 1 CIWJn R i..: �� v a a 'd •�� ~ I'll m d.10M�t-39 k 3 WALLS INDICATED WITH BOUND ATTE}aMT110N tiBlLAT1ON TO MEET AN STC RATING OF M OR MINE tNL.E38 OTHERWISE 00"TEO. LAPSEAMETAL D A 11r.M BQARL)1R' v'r O ? LAP METAL OE(.M t/2•.THE A � / nr Cim W - tL Oowgrdon f3lomwi0n I ` d d r a 1"ftY IS RATING OF H JOINT S T Q 4 REFER To AAI A02 FOR TYPICAL WALL/FLOOR OR ik')OF JOINT SYSTEMS d / . M • ` / THE L INTERKIR FIrFI GYP SD OF EXTERIOR WALL]BY TENANTS(TMP.) 1` -�►" --—UNDERSIDE OF FLOOR OR REQUIRED AT OPENING PIOURLY RATING OF THE WILL t. x•e � % �` :�8� a ALL STUDS TO E?D GAGE lJKliAf NOTED OiHERINIE ROOF BECK J PROTECTED WALLS ONLY. +, 1 //t .i•t J HEAD TRACA !� _ - r WIDE C 1 F/1S xrEIV LONO PLATE f� NED TO DECKWI GYPSUM BOARD TYPE X 1W x IAir POWL*R ACTUATES S 4 I _f' 1 (�J STAGGERED DRNEPIIS a?.W O.C. M'DIAMETER x 1-1R'POWDER . y 11 CEILING SYSTEM SEF RCP ACTUATED atnrEPINe INTO lIOIdZOMTAL SECTION l'Y TrPK"AL INTERIOR PAIRT/710At VALSTUDATIrO.C. QY ON BOARD TYPE X VA ElE OCCURS FLUTES O 1'e'O.C.MAX 0 i NON-RATED 1.Flew Aar-3M by 1-t9 h txbrlatled lam 22 MBG Ow s"Mort b11 xtttedwcu b aortoete s A SE�f y?N A-A -TOP RUNNER n meems,y week babrrxe opened 24 h OC. ___ _.._ ____-- 2.Ceip M mer-CAwwWrpat I k deep by 141011 h sift btrloeld taw 25 MHO PN deal arra REOI/IREq LAYERS OF � /- -'PETE PWDWWDEIP ORPAN GYPSUM BOARD WHERE O'x11RB 314 a 1-19 h War axbrtralld basx 22 MSO{Wee riot ruched b o»ig,1lt betenwe opened b h OC 1.Boor ArwrOby-The fated Heel decioawaele furs aarnlbdy elhrr be oorrmbttrciid d k»mrrrs,lab and in tee -- ANCHOR ON IWC 0 24.00 PER WALL TYPE TO 1•Mt4tX FROM 4 3 lbLou Waft Aar-30 by 1-19 h,bbrkato has 22 MBG OMr Heel,aI A g Debrean xray a emm dxetxbd h t»YbW"Fbar CmIlrig Dna,in t»U Fire ReMMr,oe Obach. y and drat nods e» THRU METAL STUD TRACK WALL TYPE VAtuES BOTTOM OF METAL DECK nM b waned 5 I beep IM woor alloMd b wallboard. Irl�ucdm�11e 518'GYPSUM BOARD TYPE X FSEE FLOOR OR WALL Tom_ 1121 Sfi' ark olx 4.Sam Aaee-3M by 1-t/4 h birkrbid Som 221R8G pair heat k bno ael11ww spend wlYody rW A.Steel Floor rid Forth fano»'-Max 3 in.(76 mu)mop 90 heeled ui wk 100 morawan 5 t OC a Oortorete-Min 2-tee!h.(64 nIa)wloM rabrtoraed aortarele,•n»wred tan twm by parr d tw Noor shale Ni1J FOR STUD AT 1s,'O.C. 5.Qypeua Board•-54 k Mick 4 M ride.bwr Mer Mm*,ed b Boor,dbr end bredp won aft 0.127 to Roof Anwn*-(Nm Shawn)-As n a&Henn b to bur som mibly.a Pro i curd dssi dock rod INTERIOR WAl1ECQ!LNMI F�4fIRuNXr1 Pdrtlar�OR 9?205 �. TeL 303.2x1.1121 k AW Is w W xi1°''B�n'o P''"°'hrd e'''LIV Im. own b"k b °Ste'I�r' e1iii A"n"be used.Th"`°f"" "'°''""'�be°°""""'"°d w""°`°""`'"d`''""""""°iobid in "�" A4 TYPICAL WALL/FLOOR CONNECTION AS. CONNECTION PARALLEL T O DECK FLUTES (1-HR) Fez-503.221.2077 ° seaaed b flew sal xida waw and aaBWO rur»r or alae waw a127 k dant by 1 k luno xtll4d elewaw /w bdulksl PW Saair Rudlwi3O Dorm in lir U-Fie RexiaWka LbWory.The hourly Teak,»d roof Beod/2 k OG John bobwea bow will afar law Idelplred wruably ohd be equal b or Orexia wen No luxrly PON d we wall meff Ay wd ehd hcuda to lolbaMnO SCALE - 8GILE 341'-0• AMERICAN GYNBUd CO--Typo AQX-t.AG-C. oomrburron%@brae: A A Steil Roof Dec-Mex 3 h(76 aim)deny Odv ded faded mat dank a Rad lnotiabn-Min 2 t9 h.(57 mm)Oft poud hwldrp oorowle,as,mraaswd Mem t»by plan d E11/bar MAIL BBMrO NEW BUILDING MATERIALS PU9L1C a Roof COw vol-to ompped or w d•appbmkm wdoft aonwable waw btrtrrtnp omawb. GYPSUM BOARD TYPE X Z Well Mewnbiy-The 1.2.3 ar 4 M Ira recd W perae bowdlarM AW wd noon coy ehd be oarburaed d JOINT SYSTEM VA Y INET BAKED ON UL HWO-004?.FIC MF LJ:D METAL STUD AT 1 e'O.C. Mrg111 MAY VARY.INSTALL Ar.COROIxG TO SPECIFIC MFR UD CO-Type f1BX 1. LLLL Fee Moomm sim Device"and r�kv*de lir ictoa'C canetdat baba»»:Ood into need O»eroru h b NON RATM DOUElLE FRAA�t110 IrYAIL RECAJIMEMENTS FOR ENTIRE JOINT SYSTEM.C%FIRM ACCEPTANCE 3F JOKf SYSTEM 09911- M - FIRE SAFMO INSULATION A Seed Flour wd CainO Rtmwm-Floor rad o»i3O rwkeo,d war nmm*algid oor»M d Orb ebd CONCRETE �OCCURS alrwflb deed io eommwrodde am sorb(Ham 2B}am LL.hapad eabceomt d wnel(Ira 3AB b u" METAL STUD WALL TYPES LEGEI VD ABIIEM11 C•11 v ART.SEE FLOOR AND ROOF STRUCTURAL[X AWWM N AMERICA INC-Types 1,FMFC,EEM,.Pm,Roc Type C or Po Type X alp nemw bulleled ww,h t»I - dural mile 1 k(M mem)glop maiwf I beirean b lop d cdbg SEE C2AW CGI AU FOR VARIOUS WALL TYPES PLANS FOR FL-OR AND ROOF ASSEMBLIES, naetw arid top of debaton pW&W ilm do@u*m d- b nod trees oaq rurwr btedded pwpendatiw Is I 1 OP OF METAL DECK dUidm d Mrbd MIM dec somM b vOrA wM ded-r --y xhtscare sir by wdb Ip=W nest 241n.(610 a '�-'--SEALANr{AP GYPSUM Bl)ARD 1 mart)OC, Mau Cm asimN - 104UTATNON an GAmAGA INC--Ptdbc Type C.PmAc Type X or Praftc Type Akepft lWA At.Ldd Gauge FnnW-SbW Callg Rimm r-As,an ahem b b Ir Doig maaw N Bra 2A,dolled NO. EXTERIOR WALL TYPE A SOUNt7 ATTENUATION L- 1 LAP METAL OECK 1•.THE HOURLY nip marrw b wroM d gab Med dwmel wMh dotd trW�dsed b eaeamefodeb 00 dkds(Man M GYPSUM BOARD TYPE X LETTER INTERIOR WALL TYPE T THERMAL `RATING OF'THE JOINT SYSTEM IS SbM acing nrrw bhebdee pwPw dmir b r" ran d add diel dad end nwW b vebye west Ibd 1 ---MET/IL STUD AT 1 e'O.0 Wy N(Ma _ NT ON THE HOURLY mr --y arcron opened mat 24 h,(010 mm)OC.Who dolled odkq mater Y rwek daBwNon ahwnd(MMT Q�� F� M� 801J1D BAiTS INSULATION SNE WALL TYPE FOR FOR 4 RATING T TING OF Fc3 E WALL RE UIRE CJVAOYW GY1'S111001iW1fY-TYPee Alt C.PIIR IRXt,P XZ PC ARC BCJt SHOO WRC a MAID( diel not b uteri. (OPENING PROTECTED WALL) TFIEf>xAL UfSINATRON RWALLS METAL{Trt INC -The 9yerrm GA FILE NO.WP 1072 -5A!GYPSUM BOAtPD'TYPE X VAL.IEAAD 7HtGgExS ONLY.SEE PUNS. 0A. MINIMUM THICKNESS OF SOUND - aP GYP6tMt CORP,"QF A I4SUlAT1A')14 BOTTOM Of METAL DECK COALSIM,TAN`S filrAL SItW S! SCAFCO STEEL STUD MANUFACTURING CO 1 15V S 15AP STUD 1 1? GEORGIAPACIFIC COW-Typtw 56%L n DA GPFBI 2-1?STUD 21? BLPTRACK SYSTEMS D.0-SLP-TRK 2 21? DEFLECTION HEAD THI/tC1( 3 31? }>R•STUD 91? (AFAM%NORTH AMERICA INC-Types LGFC2.LGFC2A.UNC3,LQFCIL LGF�L(GFGC, GYPSUM Sawn TYPE X 4 4' r STUD 31? tl4•DIAMETER x 1-trz•POWDER 6 5. e'STUD e• '�' ACTUATED oFclvew4e IfrO ^\ Yt— AL STUB AT 1S tXC Ft I ITEII 0,4r O.C.MAX /1 opus f LLGFaGIJA At.fall O�w,Oe FrsOhbhO' -Ctlppd CaMrg Rlrsw-Aran r,Mem,ate b thr a»irg nrsrr h Tlsrrtl?A rad 2A1, OA1E-h101Jft DOIJLL.E Fid ` a C*W rw»r b 00rwM d gob»bell dwmW wMk GNP poftnaid h barb rape wadd po@Wv*engage the r T0P RUNNER Opus Archbob& brads,lip of efts Am dtbe(Ilam 28} Track»bed In aocorsOtorW dell aide(Ibm 2%Tni k Bargee b be I*2-U2 h.(64 mm).Clipped oeBng nnna bheirred pwpwdbdr b dwclfon d maid m"dndk rad seared GA FILE NO. WAW ` MiLL ACSlw.rl�/r Engineers,if HC RU.W MIRED LAYERS OF (6 ) copped ooihO nnrhr b twe4 OYP.WM;90AR0 WWlFJ1E OCCURS NATIONAL GYPS,M OO--rypr FSW,FSK FSMtli,FSIM�,FHK•C„F'eyll�FSYI4:. b vetaye r4rh ebd rOwearry w,dhan apexed momk 24177. 10 mm OC.Wlvn 1R� AAe'S� E DTTIEWOR4IN WALL SECTIONS PER WALL t.:'�TO 1?MAX FROM dic11orf dhemel(Mmm 3A)ehN not t»used BOTTOM t w:P , O DECK TOTAL STiF.EL 9OLifniON4S L L C-Srwp Trek N TW S EXTENDS TO STRUCTURE iABDO BUILDING PRODUCTS L L C,OBA 1 1 FtOlst C EXTEND S'NOME CEILING 2 Z NtOlJtt WALL TYPE VARIER 'AB00 GYPSUM-Type G P(i!L PCG-0 a PCG`: A3.Uatd Gauge Fmnbg•-Verttel Deeedbn Ce"Rune-As,en xdbrrhrll b Ike awkw imm h Meer '—�'X 24•GYPSUM PANELSSEE FLOOR PLANS 2A,2A1 w 2A2,vwbcd deMlctak cwllrg nffww b mrtM'of Odv xlmal dw o wI,»bled vertod dx11ecifan TYPE X Fgft WALL TYPE 6mlOIIIWEJ7 d%n nudwob*bmbned wlth nma.SkMId�pmWded welt dW budinga,br penttwmd kliA l ig d SOUND BATTS INSULATION Saw GYPSUM INDUSTRY(sARAeLIAq r. ' W . -Type DC-1 »fell xbhmda.Vend det.cean o»itg naata bhMltio ptmpwtdalar b direction d dkrted Med can rad xooured b 1 FiOtJFt SHAFT WALL FLOOR AND L3:LiNG J y/� /� rntgie wIh d.«meearry w,a,are opened moa 24 h(610 mm)OC.When wr'tod d.tewcn a»in0 rurim b B5. CONNECTION PERP. T V DECK FLUTES (1-HR) (OPENING PROTECTED WALL.) RUNNERS W/C-H STEEL wad,STEEL E TWORK(li3A) sTf not T traxd SAM ON GA FILE NO.WP Me STC � STUDS SCALE I mV0 Q� V THE$TEFL NETWORK INCC-•VwtTrec VTT>962.ViL1400,VTTItMq end VTD� 35 TO 39 -lee?GYPSUM BOARD TYPE X J S TOME-MAND FOREST PR000UCT8 CORP-Type TG-C.Type X.Verres Placer Bes►Type X.Mbar ASSEMBLIES VARY.SEE FLOOR AND ROOF PLANS 5 o IldebType X ShtualrMu Typ,Nt SaNType X FOR FLOOR AND ROOF A6�8. ---CONCRETE WWM OCCURS SNS C' A4 Lbd Gxhuge Fnmlbh�-NOkc»A Ceinp Tonga--As,an etsrasi b Ute nip rutehare M NomOw ZA I,raat STRUCTURAL DRAWINGS W 2A3,rtaltf»d cAM nrrrwe In oahebt d Caneped Odv @fell dwrri vM mol I reban binges deed b LINITED STATES GYPSUM 00- noxa satadMe»tell xbda(Mem 28�Nddwd aM,g rtreOr bullied prrpwhdniw b rMeoron d BAed Med dedt FEN SAFING INSULATION A Type Alt C.P Afi.PrXt,P IQ pC^AR.HCX,SHO(.WRC or WWit)L rad tiroued b vdtryl wM,sbW rntao. wdroro xpwmd mat 24 h(610 mm)OC.MMw,rko/rfted oerbhg mm�w v-5A'GYPSUM BQAfNU)HYPE X D AWING$ SEE STRUCTURAL LL. A In need ddlaMon,carnal(Mem�dud mot be used JOINT SYSTEM PARALLEL YO f l Q EO --METAL BTIA AT 11r'O.C. � � W OEMMR STEEL INC-Type SGFt SATTT3 IfBULA710N LAO iIF�ICO 8 A DE C V-Type Alt G PAA"I IP-X2,PCAlt SEX,Slot VgjC or W FIX. ��E FIPr4IIf/A10 SHAFT WALL AND CEILING J 4'X 4•X 20 QA ' 4 v SH A-DECK NOTEFLUTS DETAIL ON?iN GA FILE NO.WP 700»STC 36 7'O 39 WALL N/aBVARIES v SHEET FOR NOTT-8 B.Skeels-Sled slide go be min 3.65 h.(O2 mm)wide Sbrde out 1 eel b 39 h(13 b 19 mm)leas in length Ern STtOS \ , SPACE 4 Z �. FLIS118 C� BENT PLATED EACH FOR WALL.TYPE d d RUN REQUIRED LAYERS Of DYPSItII a BARD WHERE OCCURS PER WALL erwnbly heNlrtt Wlhr�,d1111atom dhanhd b used,surds xwedted b nig runs with shed mold caw»o min J TRACK - - \. TO 1'MAX BELOW DECK Ni M ~" Uj 5A Qypetan rmW--(As,a albmads,b Ym 5)-Ntn 314 k Md,4 S edt baled es,dames,d r1 d 1R In.(13 mm)below both, d detection dwaid.YNm deiodmi clo w b nd used ebde carr nd be 1•X 24•GYPSUM PANELS } / 1•SWIFT LM6P d / BOTTOM OF OEFtFC THON Rt1NP�t � � 4 Mere 5 win»armor bmat haeamed b 1-19 h es,atred b oxip nmr.When xbMed Tr'E X MNDMhi.'I TABS -- \ + / CANADIAN GYPSUM COMPANY-Types AIT,Pa1R oWV rarer(bm 2A/)le full,rail alai»rased b aI m m -oW V _ --- -- !, master ailh No,B by 1r2 h.(13 mm)"wrier had dmd aiwke d mldioo d elol 0n each sided well.HMwk vMld ddnlw nig rurim(Man 2A3)b used,»tell dud•»cooed b ddhd L a deeaaeon cops,,brc0uyw be Mille,wIh need marww ad i deft Ne of anon ebL Sled speobg not b amW 24 h(s,10 Fromm)OC �-- -.- ----- - -_-- FIREPROViDE U.La1Pt+ROVf D .. ......... ..... /�� -FIIESTOPPIq AT WI�I FLANGE C.Oyprrn Board'--Gypom based xhwb brbdad b a mb bbL wiarwe.d 541-19,1-TIB a 2-172 h(16, W INTERIOR WALL T YP1 TO PENETRATIONS WFIBIE OCCUR UMTED STATES GYPSIMt CO-Types AR PaAIR 32.48 or 64 man)an each side d rad br 1.2,3,rad 4 hr rated ereemiree,nexpertbey.Well b be omwu*d SI 4!E _ 1.8fiAFT LINEAR — (L�QED) _ _ .Ar OPENNO PROTECTF� es,»geared h tw irdM"Wer and PwIti r,Desiom h tee U.Fara Rederrha k(1I ram)g"dial be mdnbbsd baL,nen I»Nap d lir Qgetan bawd rad to bwer surfia of tee Boar.The S1�Cn1RAL WALLS ONLY �T^� DRAWWNGs USG MEJtf00 8 A DE C V-Types IMC Pa1R etwaw xtidet 6 I»gypom bowd b Marie sift W d t»wd Mut be bcebed 1 h(25 mm)bdw Ute t nk C CH STL46 r FOR TYPE d Ile ' I r-' ahwrhd,whsle utl11ect, clow bund.Wm dellecib drnel b not used,b wsmib SWO.0 - DEFLECTION HFA)TRACK AT V.;E 9YPSUM eDARD AT TOP OF ..................................�..... .. . edtiolip owe Oypeum bowel b»bale d to by d On well did M baled/h(?5 mm)blow Tie brebm d b DEFLECTION MEAD TRACK SIDE NO cowl nm w. M LAYERS 5A'GTP SD. e.Goom Bawd'-1 h Ink 2 t wells gypsum weNowd wIt'>I of u mwlr bs fwd Aitflrd b TTr nosily oro rxebhO d I»lobm»yetem b dapendartt an tdh hwAy Ube nip d M rack UL DESIGN 11606 _�� --------- --- - ----- ATTACHMENT HALLOWED BETWEEN STACK GYPSUM boar xrtds,o rad nig nrrurw suet b ihortmrrd r-Nap angba,ash fippep,RIS freed s,ie.»arae 3. 09 SyMrn-Max/»pxrMlon hrbrern boMorn d Boor xad by d wet b 3i4 h(1 g mm).The lobo»perm b _ WALL GYPSUM BOARD ACOIld'TTCAL BOARD a s,pxoad 12 h�'X:Jutb bsbwen naw bawd and wxltbowd tbf Wered deeIV b w=m wdob a mak 33 pwc d om.ipm len a xsdomrion bum ib bwlMsd widw.Thr lohl 3yeterm CEX IKG TYPE i HEIDHr ,� N6LLAT10N --- --- -- - - - - --------BELOW CANADIAN GYPSUM C(MPANY-Type SLJt 5AP GYPSUM BOARD TYPE x VARMJ3•SEE REFLECTED sFJ11.ANT-UUP GYPSUM BOARD 1 awalbte d x de0»cilarr dherrtel,btrn,bg nwterW and a ti uwtMAd,r beowr. CE LNO PLS CHi NET• uiRED AT OPEJING PROTECTED A De6edw Clwrpl(Optarl)-A nam 3.618 h.(92 awn)Ida bee mh 2 h.(51 mm)deep,mlo 2f P sNxwl mamlm�wF1 E L� WAILS ONLY VAPOR BARREN CHANNEL �INSULATION Ulwped dwniel.Dabcbn dhanOsi brlrted pwpenrta/ar IDA decton d Aid aced dNok need oeckxed b �__-- IMTED STATES GYPSUM CO-Type SLJL �I-vrM xled�air a by wadde spend Oran 31 h.(610 mm)OC.The osirnO nee: r(Marr,2A)b MErAI-STUD AT 1s,•O.0 1 TOP pttRe�P RIM RECAARED LAYERS OF GYP 00 RE OCCURS PER WALL TYPE 40 elected whin tee dduaton dwr»I b o whlah N k(25 mon)gip bebaen tw iop d ria oW%rurw std 6`s,by d Nue deteolfon Min 4-71 TEw a»im )Udd o not f rrdn 4'loft ddere0n drrhnd. /-5At'EXTERIOR SHEATHING METAL BLOCKING Err MAX FROM TOP OF METAL o J a Fanmep Mbiald'- Min 4-716 h(1r,mm)ti,k4etxa d man 1 pd(141Vhs10)drwMy mhwd wod baB � Ymislim ler 1 end 2 hr rated onewi Ak min I-M k(167 mm)std min 8-M k(219 rtrm)11ddawxe d mm 4 AA_ USO ME7000 6 A DE D V-Type 6Lx OCKINIS pd(114 I19W)demdy mrnerel wont brrr btwdden tw 3 sad 4 hr rated...«misea MW@ceveiy,aft b we crepe EXPANDED METAL LATH CONNECTION 3 d ate 6alld dec,DprorfbOtddy 2b p OroerOd bryw west M nice d we trdee xnd ampfeaa»e bdo Iebe d fir E; deed bar toLb bobm we bpdwe,il0 Im i rsAwhrtd std we»ted dmk,%A v f•t bow der dvaL Off1ER OF1'WALL SCRAG�T Cj& �PASSAGE:ENCLOSURE TOP C5. STRUCTURE PERPENDICULAR TO WALL (1-HR) AdObW Owes d mbu 54 h(16 Ont)ftMm d mbr 4 pot(54 bVino mimd woof hes bwdAom fm I need 2 NON-RATED BROWN"T K Qypawn tiomrd'-As,se dbrmti b ramr d rad dA 1 h.tido gypetwt wxf>besd rrtw penMe,ekQprad W rad anwrMw min 1-TN h(48 mm)red mdn 2412 h(54 mw)f iia d nit 4 pd(M k0d)dwllAt PRIMER 9CALF- 3%1'4 r SCALE 3'41'-0" In rtOwtrr.24 Yt.r,iBei ABmdted b las arses xnd attbp nrawre aM b Itaieomd.brarig raee rah miwmd woad bell bomtldon ler 3 need 4 hr robed eaam bb&rwapecevIll aA lift elos wid awpmes,sed 0.127 h dome by 2-19 k bp,aidig,wN4eppbg,PhtMe had»ted Wrwn epeoed 12 let.OC.Jab6a I I m I lmddy 25 peroa,t h wddrt b 0 to mat 3N h(19 own)oxP bsbvm b by d ate gypw m bOeN and FISSf OQAT C basemen cm bmd and and wd abfN 1 '10 d tee WW boli tato,*Aih watt bow ddw d m& NATIONAL GYPSUM CO--Types FON,FW". W Mi*100l.L L C--MMf+Wa ii1200 8:•Paa M�I 7.LsmbuMVCWMxR rd-awegpatred h 03 EXTERIOR WALL TYPES Z SO BTF!U rURAE DRAWINGS OCCURS Idri brhebOtwW,mind hdlh wafer h acoondwroe wNf V 8N9:8TRt1G'RURAI-DRAWING» d � ROCK WOOL MAPNIFAC TiJRIIt3 CO-Oft Seep Board SCALE -. d. etebfreaw.Olde an o of ek appem ash lin railed n e bm d bocci xioM 5f1e h h ewm,p.oed v p d 4 • AL DECK SEE OrRtri:T INIAWfWNtGs awr tmLJff 1•yM k OC.Otdr Ms,rd weiewd bnpawy rated b core bowl trfr aoepevid»ate.Nfeie remfad end holes mw wrf arlpe omd S.Mile-rAod i taw)--W�eerd)eerie Imposed a owsom wtit aw bps,std Idnt r+wpwetd As,a eMomrfele4 nemifd 3QZ k/If>i THERMr11F1BF-R INC--Type SI1F OIIP�raw►per�i>•aPObd b Ste erlew autos,d Cferlred �.. a I velOew Ieeebs,wd.Joelte reedlwtrd. 'Sawep Ifs,LL Crrrrerem Momh _BEE JOINT SYSTEM PERP TO METAL C.FIR Vbld a CevMr M�:lel'-Mir 111»h.(1 s,mw)dry Idobrts,s,s,«met 1A k a 3 2 mmm wed idillrfl»s,)d• CLP ANGLE TYP. -- -- DECK FLUTES DETAIL ON THIS SHEET rmeWW apwyed ar t6 dad on Iedt aided as,wd b lwate»d b deed User w b and bsbl m h by a'Ir glpm m bmd wd 6w bo�-�+r+res s,ted boli scat b arlpldlMy aoser mlltwd wool»Ltd avelle'a nif d 1 H1 SiDdUIE A8 REQUIRED FOR NOTES I p!H mal need»gyprrwO bawd xed dell coed an Nast»flee dwelt STRUCTURE PARALLEL �- JOHM MA4VLLE ItTl31NATTOE4ALINC-a.ld.p(nfl)tit Aebwlp(TMry E TO WALL:STRUCTURE VARIES,SEE RUN REQUIRED LAYERS OF GYPSUM I �ewetg b lA Gaeetaoeton Meth STRUCTURAL DRAWL NGB ^--- - - BOARD WHERE OCCURS PER WALL OEPLECTION —-• i TYPE TO t?WX FROM WHOM OF HEAD TRACK STRUCTURE TOP RUNNER CLIP ANGLE T1° .SECURE AS I f3A1f: 12.2200 b► WALL TYPE VARIES REQUIRED y 6EE FLOOR PLANS FIRESAFING INB LATHIN REQUIRED ( ;xmw LRS FOR WALL r1PF AT OPENING PROTECTED WALLS A A1.41 REquNED FULL HEIGHT OYP81Rd BOARD a i NIRA WN BY.' LRS LAYE RA OF GYPSUM ACOUSTIC MKILATION WALL TYPES BOAC ONLY :,1k.'3 �"t 7C W HE REO)CUR8 PER - -- WALL TYPE TO lid• SEALANT-LAP(CVP 801•�M PROUEC r: 2CT61Tg MAX FROM BOTTOM AT OPEENINQ PROTECTED WALLS OF eTRUCT ONLY i CONNECTION G Dom,_1RUCTURE PARALLEL TO WALL (1-Hl� AOe2 i� ' IM 4 S ,srwuraawrw,vurrirx ,,,Y. R...-... .: . .,. ` w.a:+•-ear .- 'r-:.r.r y,.,; ..a:.,..... ,.. ,. .. ...�-_ .: -t _ _ _' _ �_ s�:!�1ri,....�°ALr�•r.' . .'bK<:� •;''�!•'! M!��rMr�!tc"NIK,y�.wrrr. w'u,aS•h`e?N►,+euvsp�..�..,., ...._ s m rfir r�r 1 Tlt r�T 1T lift r'� 11 Tat t� T r 1Ti ti r�T rpt i�r tit t�f tit I�I tit LE tit tit rt ter i�i t1f t�I 11t r�i i;r ' � r �`2 � h � a � i IIIA III w ( , N0.3s, .err ...•- } f ui uului u�ui uu(W u salsa ���uulu�i uul�i solus u ��� __ ,�ilU °�u�uiluu u�i UI�1111 111111 1ll�lUllll�l Illl�llulWl�1W lWllll 11111U1 ulllll���l� , g f. I d,. ,. •rr....<-. ._.. -w. ...,e..r.^w-.r.,.,.r,w.,r-,..-+.rs.sw...,s.w......ran.-r^._•«..a..,,.,...�...•,ror,.A,....w..• -..w. .it:wr+ww.w,+•+.a.�v..arw_....., r.t,GYi.�r.,...ww.•...w-,..,,......�...w ..wr.w.-:..-•+..w..+....,.+rMww,..,��rY.n ,M ',.-. - res.. r•wrrl..-.lcw.r «w...u+wu�.+w+•-,fu. - '. >. -..tv'9hu�r�riu..Nle ,..v,�pr.r,.py.:..� ...»•,..--...,,.!+rnr.M•ares.�+rc+www�rw..�.•.r...:wrww..••M•.wor.y.�,a.4..i.a. ,;. .,.......: ... ..r,r.- ._� _ ..... ... .,, �.. �., ,«:�rn�... .»,.ar.•.a,••..rr�,.... ..,Q-.,._ ...,.—.......r...:...r._...+,..-,-�... ..r.�..� -,. .-.,.,. ,.. ,. �.r.wn....,. .-.•... ,..... .-......•...ti.., -�..+..a,.ns�-.w.e.+..ars.ie.+,w.•...,+ ... �Y+^�.,..•w-.M•�.+.,.•�.....r•,..,.....-. .. .. ...r.. , :.2 L. 364s ' PATRi IA L�,NIY ar� A 0,OR PENETRAIrlow PROTECTION OF o TYPICAL FLOOR OR ROOF GENERAL REQUIREMENTS ASSEMBLY CONDITIONS VARY. -' UL Dnw S""M Na.Wt-1175 SEE WALL SECTIONS FOR I. THIS SHEET Ir)N,A1FU3 All CNERIIIEWII OF FIRESTOPSPECi � PROTECTION AND LOCATL A REQUIREMENTS,SEE Fabnary 09,=8 N, SPECFKATIONS MECH AN[;AL PLUMBING,AND ELEL'TRI 1C CONDITIONS--. DRAWINGS FOR 6ETM5 t.18T>1 D FIRESTOP SYSTEM \ \ RENIN NTS F -1 avid 2 H(!Ma Irat 1 THROUGH I N ENTIRE ASSEMBLY R DEFINED AO MEMBRANE INCLUDNG R ell T Rdir-0 H � 2- PENETRATIONS ARE OPENINGS THROUGH AMEMBRANE OR L Ru"at Ac MA-Lm Tho 1 CFIMIp R NOT LUTED Tc CABLK CABLE TRAYS CONDUIT TUBING, L PA*q M 400 F-Laaa Tho 1 CFWbQ A r rT-'' WIRING.LOW VOLTAGE ITEMS, RECESSED LIGHT � 3. PENETRATION PROTECTION IS RFQNtED FCR All .. PENETRATING ITEMS WTD OR TO diOUGH ALL FIRE RESISTiVE awl, FMIE BARER WA 1.1.3,ALND FRE STIRRER A t /11 ,WM NOE SARRMJi WALLS,AND FRE ft SEE CODE ANALYSIS PI All WALL TYPES MwpE APPUCIIBLE AND FLOOR PLAN/3WALL OCATIONS OF EIREWALLS WWtE PENETRATIONPRROTFOR ECTION IS REQUIRED PENETRATION PROTECTDN IS REQUIRED FOR ALL r ROUGH ALL FIRE rj*WTWE iOREMAL ApEBlls LOOK FIAOR-CELM ` THROUGH PENETRATION rT'LSI AMS CFi1lY PENETRATING ITEMS INTO OR TrII�LNE9HRAlI�Tr ����= AgBMIIEq EXCEPT PER!SC SECT1011712A 3 AT NON FIRE RESISTANCE 1121 SW Soblloe MTFN1NONCNONCOMBUSTIBLE 1 0 E PE RATTING ITEMS THAT CONNECT NOT swk 100 I ANY CELIN6 t ���SP,� ED PROVIDED THAT Portlaed OR 97?f IS 6 FILLED WITH APPROVED A 3 OF FLAME AND THE PRODUCTS OF(XWATK A. Fat 303.211.207% ° `--- ' .;tri' t OOMlIIBTIALE PEfEIiNnNG rTE11S THAT CONNECT NOTNONCOMMUSTWE MATERIAL TO K­SIST THE FREE E rel.103.111.11?I MORE THAN TWO STORES ARE PERMITTED PROVIDED THAT THE AFAR SPACE 13 FILLED WITH APPROVED MATERIAL TO SEE REQUIREMENT NOTES RESIST THE FREE PASSAGE A-FLAME AID THE PRODUCTS Ci SEMON t�wT1N�000H WALL PENEMATMIN REQUIIQEWNTS A i' {,:` T,A Tom,T-0,T-0 RNNPT PER TENDER IBI,SECTION 712.4 PENETRATIONS IN THE SAME 1.VWI Aaaarnbly-Tho/a 2 tr*a nrrd wtlboatWard wail wand*rhre h THRr'.JGH PENETRATION ITEM - T,A SEE PENETRATION PROTECTION GENERAL REQUREIENIT NOTES FOR ADDl110NAL REQIJIREMiEidTli AND FOR TYPES ROOM OR UNDIVIDED ARF AS FLOOR OPENINGS: 1.WITHIN DWELLING L#M tf 2.IN NFPA 13 BIAAINOS AT ESCALATORS AND STAIRS WJT �� OF ASSEIMBUEB REQUIRING PROTECTION. PART Of THE MEANS OF EGRESS WITH OTHER LNITTAI�ONB. aortarltlad d Ir trtartrMa Wd in�ttntoar rpatiW n ftrdwdirl U300 a TYPICALOPENING Shin Wd and P--Nm+DW *M Ir M Fin Ramlanoa Oholory Wd and PROTM AVE FIRE RESISTIVE Td THE PENETRATION OF A MEMBRANE IS THE PFJETRATON OF ANY SURFACE ON ONE FACE OF A RECLISIm FRE 1 IN COVERED A SOF 11Mn FLOORS OPEN TO EACH IItINtaY �°��an raYm RATED WALL AS DESIGNATED RESIIJTiVE ABBI NO.Y.PROVIDE APPROVED FIRESTOP PROTECTION AT PENETRATION CONDITIONS OF REQUIRED 7.BER NOT IN I.2 OR N OCCUPANCIES,NOT E A RE EACH A 8Mt0i -WaA Yat> ah1 arrtabl d aetM wood a�dt a aYM dtatnal atdit AT GENERAL NOTE 3. WWaod ar,dr b analat d rtaat 2 by 4 h YaaOW ttpaoad 16 h OC.SraN Mudt►b be CONDITIONS VARY SEE EXT ENCLOSURE,NOT CONCEAL WITHIN THE BUIUXWJ tett d Sb h o and d rAm t y 21 rt Or- WALLA AND IRE PM8TED IN AOf ASSEMBLY TLE WITH ASTM E 514 F3 N LY Fr_II W RATE5 WITH AN F�tAT1NEi NOT LESS THAN THE B.02.1/2 BoMd'-Nan ed h i 24 4•wlda wrt agttM•a IapMwd adprs The FLOOR PLANS AND WALL INDICATED FRE Rl)Sp6TNE ABBEIBY RATING OF THE AP9EMI5LY P' TRATEYL I�WITHIN AS.MDT VOLL IN A d6iibOR IN ACLOSET NOT IN A CORADOR N TYPES FOR SPECIFIC 1.ALL PBMETRATONS IN ANY OCCUPANCY. DlIIPMu waLDnW d Im OtYrirt+rar taanbM d tea,how ow 0 Alp•and e" CONDITIONS l IWTOMOBIE RAIDS•UDEN AND ClDBED PARKING, all l Lon BIW baa.ttpWird in Ir hili ttd U3W or 1:400 SWYa Daae inIr ---- ALL LOCATKlN3 EXCEPT: STRUCTU ES WITH OTi6t WTATION$. Flm PAWww as DUadory Mo d w d apAtirtq Y Str!in a. IN REQUIRED CONCRETE AND MASONRY.4NA.S,CONCRETE,GROUT,OR MORTAR IS ALLOWED AT THE 9.ME2ZMNI E•AND TiE FLOOR BELOW. Thr hoary F and T Rft alto ko0p Wft n Y o"b Mia Mout'h rtdnp d AW*kAR SPACE OF PEETRA(ING NONCOMBUSTIBLE PIPES AND CONDUIT NOT OVER S'NOMINAL DIAMETER Ir wd aauntbly In which It is to oiled TYPCAL FLOOR ASSEMBLY. ' TFE MAXIMUM MASONRY OPENING ALLOWED IS 144 SQUARE INCHES.THE MATERIAL MUST BE INSTALLED THE IE 1 CONDITIONS VARY.SWALL t FULL THICKNESS OF THE WALL OR TiE THICKNESS REQUIRED TO MAINTAIN THF FiRE RATINQ 2.Though PWwrartt--One nwAft ab9 a owvhA Ywidad comm iodp or SECTIONS FOR SPECIFIC b. AT THE ANNULAR SPACE ONLY WHEN THE ANNULAR SPACE MATERIAL USED COLIFORMS TO THE AMU E.19 oonddu ah;aly n ri Mn CraMop tgaMn Tuba a ant to b be rt9ldhy wll aid on btAh CONDITIONS TIME-TEMPERATURE FIRE CONDTTOA CRITERIA,PREVENTING THE PASSAGE OF FLAME AND HOT GASES TO 0100 d rwl aaarMlry Tht•arrrie ttpao•boMan Qta�or aortdut and pWlpMwry d Ila*MI WwOo oh1 b•mM0 rt(pM omloM b not 1 h Thr AyorrI tAm% E COTTON, d ohm d nrldnti un ar ahA DING ba uwt an A Cando#-h4xn 4 h data(or W w m a d aLM�Md walie McYR a Mnl i T-0 DUCTS AND AR TRANSFER OPENINGS THAT ARE NOT PROTECTED WITH FIRE AIDERS BNALL BE PROTECTED WITH CONSULTANTS 1 wadi APPROVED FIRESTOPPING,. 1 3 A Mold a Carly j@h v rr-►'w -I d 513 h Iddnaaa d■nl�lhl apple/ T-0 PEETRATMG ITBDIs OWL NOT CONNECT TO COM BUSTitLE ITEMS BEYOND THF.PONT OF wlylitt Ir arntdu,a 11 h balk a t IN m d did baht/PW 9 ft COM bMaaan FRESTOPPMG,UNLESS IT CAN E DEMONSTRATED THAT THE FIRE RESISTIVE INTEGRITY OF THE WALL B MAINTAINED. OPUS. pniMMi and wd,a 114 h sown d■at�tlll OMNI W appiad al Nr aMdatVlrid nlMhoa an bolt aldu d b auarady.W"1N k an b oMdd Md IM k ' Hb to PAY d I HOpus Architects 6 ILn LNC—CPS1e Pu*a" Engineers, Inc 'wR Ir LUL a oftom MMM Im OWNER TYPICAL THROUGH PENETRATIONS uj B2. TYPICAL THROUGH WALL PENETRATIONS w o BITS ca � oa TrP. r WALL AIENBRANE PENETRATION REWREAI'ENTS ,j c O.n MA SEE PENETRATION PROTECTION GENERAL.REQUIREMENT NOTES FOR AD09VAAL REOUIRfJAE NNT3 AND FOR TYPES M-C DUCTS AND AIR TRANSFER OPENINGS THAT ARE NOT PROTECTED WITH FIRERS SHALL BE PROTECTED WiTH OF ASSEMBLIES REQUIRING PROTECTION. APPROVED FIRESTOPPNrd. W 'W ' M1•B TINE PENETRATION OF A MNELBNtNE 18 THE PENETRATION OF ANY SURFACE ON ONE FACE OF A REQUIRED FIRE M-0 PENETRATING REM SHALL NOT CONNECT TO COMyTtSIJ:ITEMS BEYOND THE PONT OF TYPICAL FLOOR OR HOOF TYPICAL FLOOR OR ROOF RE84TIVE ASSEMBLY.PROVIDE APPROVED FIRESTOP PROTECTION AT PENETRATION CONDITIONS OF REQUIRED FIRESTOPPNNG UNLESS IT CAN BE DEMONSTRATED THAT THE In REWIVE INTEGRITY OF THE WALL IS MAINTAINED. ASIENlLY.CONDITIONS VARY. ASE7rtB<.Y.CANOrTIONNS VARY. WALLS AND TESTED IN ACCORDANCE WITH PO N E 514 OR UL 1479 WITH AN F-RATIM NOT LESS THAN THE INDICATED WE WALL SECTIONS FOR SEE WALL SECTIONS FOR -- FRE RESM NE ASSEMBLY RATING OF THF&SSEMBLY PENETRATM. Q SP"IC CONDITIONS FOR DUCTS WITHOUT FRE SPECIFIC CONDITIONS-- __ 1.ALL PE)LTRATX=: ♦� TYPICAL OPE ANG DAMPERS.SEE ALL LOCATIONS EXCEPT: V � Z 2 w� Plq'TEC'TNE FiRE RESISTIVE REGUREMENT HOTELS MH, ���NOTES IF IN REQl11FRED CONCRETE A*D MASONRY WALLS,CONCRETE,GROUT,OR MORTAR B ALLOWED AT THE RATED WALL AS DESIGNATED MA MFC,II.O MEMBRANE PENETRATION ANNULAR SPACE OF PETNETri�kTING PIPES AND CONDI!iV NOT OVER Ir NOLNNAL DIAMETER AT GENERAL NOTE 3. SPRINKLER HEAD — ---� THE MAXIMUM MASONRY OPENING ALLOWED IS 144 SQUARE INCHES.THE MATERIAL MUST BE INSTALLED THE a_ GON01TI ONS VARY.SDE FULL THICKNEW OF THE WAU.OR THE THINNESS REQUIRED TO MA*ri AIeJ THE FIRE RATING. J BOOR PLANSANDWALL TYPES FOR SPECIFIC TYPICAL OPEllINO PITOT1:CIf1VE FiRE b. AT THE ANNULAR SPACE ONLY W,AGN THE ANNULAR AR SPACE MATERIAL USED CONFORMS TO THE ASTM E 19 00001 IONS RESTIVE RATED WALL AS TiME TEMPERATURE FRE CONDITMJNS CRITERIk PREllEmnw THE PASSAGE OF FUME AND HOT GASES TO m MEMBRANE PENETRATION DEMIGNATED AT GENERAL NOTE 3. IGNITE COTTON PROJECT NAME ETRATiNG FIRE SPRNK.ER NEEM PLANS AND WALL TYPES FOR W CONDITIONS VARY.SEE FLOOR G A PENNHATE )ANNULAR SPACE MAY E COVEREDBY A METAL ESCUTCHEON SPECIFIC CONDITIONS - -- SEE REOL�ft'NOTES SPECIFIC C NDITIO S - SEP REQ J9031MT NOTES 2.dICTRI CAL OUTLET SOORS: MA M'a`M0 qET �— MIS i4.M•12 a STEEL ELECTRICAL CUTLET BOXES:NEED NOT BE PROTECTED IF NOT OVER 15 SQUARE INCHES AND NOT /w TYPI('JIL FLOOR ASSEMBLY. F: OVER 100 SQl1ARE INIIES OF AGGREGATE AREA PER 100 SQUARE FEE l'OF WALL AREA �I X rYPK AL FLOOR ASSEMBLY. / Z CONDITIONS VARY.SFJ`WALL CONDITIONS VARY.SEE b. TESTED FIRE RESISTIVE ELECTRICAL OUTLET BOXES OF ANY MATERIAL ARE ALLOWED WHEN INSTALLED IN SECTIONS FOR SPECIFIC � WALL SECTIONS FOR ACCORDANCE WiTH THE TESTED ASSEMBLY. 1 CONDITIONS i r: OPECIFiC CONDITION• c. OUTLINE BOXESON OPPOSITE SIDES OF A WALL MUST BE SEPARATED BY AT LEAST 24', OR BY J THE HORIZONTAL DISTANCE OF NOT LESS THAN THE WALL C. /TTY THICKNESS(MERE THE WALL CAVITY IS STT FILED WITH CELL LILOSE LOOSE FILL,ROCKWWOOD OR SLAG MINERAL WOOL INSULATION, f OR BY APPROVED SOLKU FF43KDCKM OR BY PROTECTING BOTH OUTLET BG1tE•BY LISTED PUTTY PADS, I VF AL M ETRAT1ow TY OM&SPRRA LM AMID ELECTMAL OUnff DO= OR BY OTHER L1BT®MATERIALS AND IETFR00•, C2. TYPICAL WALL MEMBRANE PEN�►i TRATFONS C � ills'TETEE 1— i _ f ( MTE: __ IZ22.00 I a6ox, LRS DR4*WBr. _ LRS -Zwc� 71 Ml PROUECT: 2W I M A0v3 D m 1 m 7r� , '.J, _. -� ww. .._. -,..... � , . ,o�, .. �- � fill ►l1ilr 1r Ir r�IT�I rlr Alt 11 i�T rlri�t rJl T t -- � ! ill rli III I �1 �z� I �� I T a i 1 d� �.; ;-� I l e I I s I I><o 1 Iii I �>« x 3�� _ o"M.W _ _ DOW: Ill/IIIIIIIII IIIIIIIII IIIIIIIII Wllilllllllllll1 111lllli 1 Il�llll lll�llll llllllll 1lUllllllltlllllll 1111 I�iW IIIIIII IIIlilll I11111I111111I1111 IIUlllll gllllll Il1llllll l�lIl1111�11111111L111111sI111lul E111111111111111 • . - .. -...s.•...w, . . ... .... -.,s.«... .�.�..��roa:ec.,-......Nw..- r.,r!.nu,.,-r. ,..,.+a.vi.an..�.....w«......-. .e.............�....w..w.... .- .....w .a...r+r.....w..w .r...w..e,r..r,.e« r..., a ...mr.. - ...�w�w.�raurw+rr�..aw,r awwx+..•,.....,w.,.n..r..r.ia'sWr ..._a..r..n+.Yrl.. b "'!erW.o....a. a•.....R-..•.m......ww -... ..... - � a - _. �... .- -.... _._. _ ..., .. e, VIII_ -- WALL MOLDING -� 645 j SUSPENDED CEILINGS FOR NEW CONSTRUC77ONS GENERAL NOTES. PAT RI A L. IXON _ PART 0. SUSPENDED CEILINGS FOR NEW CONSTRUCT,tUNs PART H. NIMCB 7B401 (BASED 011e COpC1q_ftyHE1?E NOTED) _ __ PART Mo SUSPENDED CEILINGS-ENGINEERED DESIGN PC N ' R Rtbftr+aripd liofwi:ea Par Hfararc-Jin L A.Owm-al RemmmWebons -- ----- ` � rL 1.20W arm 20U61BC.(iMeraeMraol ttiwNaay CtmtM/ 1,'m�1ei F.CaWfip Moilflbd Lith!FIXWras,EQrraa Llphta and Speaks. k Gamnal. OF ifattAl -- °. + 2-Amerlan�d Twrrg MdrteiL(UM SA ASYNC UM PWNMS 111141141111 red b res on"mid al potlbns grnaeter Neer 6 bei n [AM C1 00 TM �T] M`Wplrr NW d.afire tr a.u.pwuled designed an 4608 LPA ° 3-American Sadly d CM Engineer(ASW-ilii b►SM OW At10E7-M fI,>� harm aha/be ,.Lfpt+l illren oras Man 10 poems dW hew ono 12 Dnp alta be by ardiMrd • � IaAMety imreced b tens Mucthra. Bndrtp ahrl be Yadapenmer11 d V10 o111irg spiry bradrl0 roe rte bdura b rIe M1tNiue aLxA�r. This wire ��1�wkr corrwMaet! a ar'YKwr,ngMlrrd R tln State whero the prgery octant. E er rmpirnaered.yatertn11 anal rmckueus • __ R%Mm.(ABC 41rcObrr fer2f.1.2) ponds arm knee tnern (CISCA alma/hew Ma,12 peps 34) NOW d nnedlsniai syatertla un pariiporx. °°°•r b.NOrfareN Wait,end Ce1np euseu arrpwirion system b acoustical by in omakW- t�mein beeme we to be ��1 d OPP13119 p O«nw d fir 1&&"a b Ino wucWrr above. These+rile•may ti11evy Dray(ND►(ASCE)d2,Wm Y.42o 2211) B. F"It^Mpli ti TedeiOd Btatierrm 401-8108.(ANIR'.s 1'iNf) 1 DaD11oilaa LJfeNdloime a hart(CRSuI aeiraric mors 3I)_ 4f / tr MAX 8.City d P wftn i,Owpon Cods Guide bI sutpernded osiinP dried February 2Wr.(C'� AM Seas teas"be 3•�bloaw weVft mar Harm 56 I m OW be F" wp.w.w c.rryitmg lone drleipn t�td ww wove p drtrclion egad wDPatid drecty from 1110 Mucthae atxaw. These wire must be teal(CISCA aeWat mise 3.44 The DwmM afR4icatorh fon aueparmad a000rdirg b b ¢ n ID,CJ60 a Nr Speer.(CISCA mvbs 34) aiwnp b los irmdelea an P4061esioN aOYfeee 1118 4.W810A llriasrwo 4.Pardee maaift mu aea*a be*a*WpWW frotis m stuck"above using a 9 peps slid inhaleiw d Vires oopcarded&wings end epoo atbrn,and ane copy d aleti.rrhe,o1 rile irte11dad coq r i des,arortetate d Mie IVC Is WThis ralcarrliardarals w iraerdsd for wrtmermed oslnpa irra•-frno a plant or Ws 12 GAGE SPLAYED DfiACE WAN or an appowd a ones,support""d uskv Vit osiitrrli weperrlm system br diad P ad by an ardlikid or WWW registered n V»State who the protect Gomm The 4• ' �tlarerioM seises No r�w 1MC01 sneer be diovow lom M a ore gKm d nee haiNdedw� W t ftm mW air bm.i* le w&W*Ig nomea Venn 41bs.per aqusn tool O"7-02 •�L(CRSCA sehe►dc mrra 3A srArrritlal atm/show k*Ins oslitrq"Any"capacity a mist vortical bade and w iamic Ioed� ` �\ flrrbbs Aullwrib. MM 10.4 2.4 f) S.TNWM inches may uWas cannon wise. n conplrno41 with aPWMabh nods chapters and standards;GW e E cam Pe chernpee 6.1*"g 1x681011,Orae tl0 ft Wookers,sr terminate or nw h&*W aervb �r'Wn e.weVft up SrMermwdida a, ►wq duly;and alis KIN y o«nsdtm devices,• Phase am A.OWN"C0011�IanCe wkh ft IBC. ChwVw n oertirg pbnee va require Pon"WINGWIp•(ASCE 7-02 Wow Iib2.a2.2. b M made and Mem bra by Vis oo*q held VtVWM alta be p0tdrrey dk&M b 90 tar Wow"capacrlw. The utmOM eAd t 6A,eppropnab unglantatlrig Oda, nwrxlbalusr's dols and ICC-ES Ewlustim Report. �' �'l ° •• I.care and atariniarste 4>ollan; Raw) wlitirh 3skmdnee a ihs�prw�S,rr�ia:bsra�b �dnsn:alb��n,r�ra CefDg systems deeigwd for appopri�blas,or Q •°4 b.Asiontprve consh"on for a speeded os*q eyMarna h«ty allowed in buYdirge B.Labral Force BraClna[SEE B1 ON THIS$HEED •arm•wrykv can*as the main mems.(COPCO) ''tl�,y west a e.inrc rnporrnas baa Of 1.0,in 0001prwy 0leepatee I and It,pr Chapter 1.Cell ile constructed of rill and piaster or gypsum board,roes or nod.waled b CL Nechanicai Services. PART IV UPGRADI NG e F EXIST 1NG CEILINGS •.� /8 d itis SC,end as ph Ideal bobbin: ubatrded muldilas Mol auppont a cWkg an ave Iwral ehdwtdrg tom wait b wet OwW be - - __ •°+ i.)In Seismic Deeps Category C.owaruckorm n aocoMonoe with CWAA Bien VI Plum Ver WAFW hires brecinb requrwrmSnl;.(ore.C15G1 mrree 3I) 1.Teminais a Mvfoes weighing 20 b.but rat mora ton 581ba moi hew aro i2 papa OP77ONAL EQUIVALANCY•(COPC� w\ ° ateltdard for sele is arm"0-z 2 Labral hxm Wacaip is to use d vw*w wr ub(0omprrrim pods)and oploy wile, WbU 00111ed V tom b r10 W&V eyeball hangers a tis structure stow. These p6w m►, �. A 2.)In Seismic Dwlpn:dagorin D teagh F,conaru iiin in sacadebce wet PM Al ON TM COCA strldrsd kr r irdc mase 3 and 4 with mocift0wu as noted in lore D!ElT) 2. stook(GSCA eMces wsV g more ten 58 t o.rnuet be �b ASCE 7-O10 a ASCE 7-ob shnmdard Ter. aecrg te requkW br aaIik"own 11,000 aqu.re,reel and moi la Ared bit 2.Tarnirhai or services irrfepsndsrmMy supinated dr.�`; A.Cslll IMIt1101ft$ebfriilC Bmd 1111 Mailman <rr g dW be sPf�n aallrtp her Vern 11,000 squen tad provided�y are warcuaded by bur wale mid booed b hem ft Wu&"above- Thaw wires must be taut(CISCA adrenic mora 3� ---�-- eddMbn b to requirameri eorttenea in CISCA slandarda: Wudm.(ASCE 7-02 Section 9.112.8.2.2 Mem c) Mitlare sideling Oo*W aro wtinut seismic W".111000111/`9 system NW be b roll Into State 100 �. LATERAL FORCE BRACING a.)C4tlnpe wAIh itetenilral spec'•lose Men 112 rhdha b kwv*g are not 4.Ls"Force Bracing dmel be 12 Nd on canes(rnukrsun)and be*no artwr then 8 feat H- ic�Ja11�.[IEEE D2 ON THIS SHE s"W"001111) oe 1 curTMht coda rrq�r10rw(k",*q oornprosel n Mute d t» Pordan�OR 97105 �. Al ATTACHED END OF GRID WALL MOLDING b.)"`•�h ,a'�"when o r'�p.;al Will, '"°'"'�'' (C'�"' �•�) __ '•�°•�r�p.�a., 2,500 - atMar d ft ephyed wire,a"dnwnt d 11111011 Oreo Aim Pr�+'�t�n 5.Spby wires ea b be four 12 _ �e Nst,s aehnmb eePrarorl lora a d iwkttht wait ►wAnsrn a+ut>rteru�ap mrrrx41mt tole«mors �'�a arm+�terminate b the Tel 503.21/.1111 4 Matruh,etc. WALE- NTs WALT: ril'4r Seismic Daipn CategMes D.E.f F dn1 have r ^^.ES approval fa Prom inch call est bt an 12 gapnot ex ir"xftctod to to 10 45'hem pilo d V. Who are arrayed 100• (wrtm t.14 bnraAa tis OAV anal be provided unbxn anslyaie we performed d%osbige a reparad a part d s 9er10r.l sprue aMer(atorh,«A ail ming We r removed,sherd Fax.503.121.1077 1eit�t•(CJSCA 1111004 mew,*Oft WOW end perntal DM b provide KAI dere awance.(AS1,E 7-02 om cg*V a removed nor w ulM A aeW1hIC approetar and owfw110 iratelaraw arw r j letll:ire wapmadd sarrnia zones 3.1) MM 10.42.422d) Pddg raqui rnent clop not t%.W the need for a chane*Vill. Tineas n Is per. lrrn'itrsep11cM!a d 1110 lyps of looarparnry Y arnx*ar 6 Splay wres ase b be w"2 nava d tis uarisoton d Via ve, strut b suspended 2. 11 Prdiam Ids dW&vide tis wWp area rob areas lose inn 2,500 ��w not requirW when:Is b. oaitirip(CISCA asirmic uatse liquors lett end dmaN 1. 3•q dor br a miNnun d 2 rximes d lateral rnovenherd d the cs*V providrhp 1 rich d m wwwri r4 Rannvkg brodrag and e a1 Mee or paneh SrVA grid b aper ductwork,arxirdder pipe,do t NWAAwent%'ear A Caring Mow-TOA nbral BuMdrl W(NWC•B-M 410,). e.�Wo*q mit be uvea n esu d spay wrse(&VW aeclbn 10.8.2422) bit to l 'Ir e d ceinp brabd on•inter ark d dM s11peration loktl Each 2,6W v-. war fed r liotend my to c 16atn ate01rnsra a not a requited when pmortbne d r ceikp an ranovb Shy b farilals ins itrtiiitMtn d s(uni1111r i�PART 4 Cesrga with plerx41rw his Vmen 12 nndlee b arudue w 2)d requited b Imrve ielerd toms 0im10 ansa Sinal neve Ne Feral attached b a closure angst or oVmer appovsd device an!iso WpSg• adeoarr eider.(c lacm B.iC4p w)gbout C _ 4-17-0•QC FACft WAY - SEPARATE PEED b Mta*xss desalted en abaparey ceMrpay I.r H.seprded astY>pa r,etewd n enoordarta 9-tamest Mute mist be Pa11MvwNy atad10d b 1110 sm Wision sygerne aha tit soulAn 3.team la(C�aD. Strut. HANCI}LS TO BUILLIM vA res proscriptive provisions d NNCB TS 401 b.:Awreld to comply wei res irAerp matkn above.(aolrce CiSCA 34) h lou d 10 1,separation Oils,"c11Mitg may he divided WAD wse tea Ower 2.5W aquw V*' •x"'�O�hev8 aeterrra d»citg but clo not have fit WIRE 0 C-W OC 0112 MME 0 C-W OC sTRLX-njRE TRAPEZE d DC►aQu.rnW.6."art M d tea dcaanerlt r.F r I h no*d tens N"TB 401.Part 10.Tlis 1111 i Brut MMY w EMT axhdut,metal sada or a aoabtery oanplea-0, poll fool by to use d pa mons or.1111 aS described beim.[SEE W ON THIS BHEET) d tis�ora Ins.ddltah d oampraseion strut ww oonYx.a.an't"bb'd V100enttr only be hsl m d when and wAm OR 00 WIRE 5-0'OC OR 1101YriE 0 8 p OC t Ty AND r wilt MOLIDNO N d rda with erd also i of d tis COPCG whoa noted Nov no W wit►COPCC3 may b11 a Cempreaston alrub(COPM IEE f1/ON rM gHWq a)Partbns. uta grid is mPhm4 SWW,rauld«bob. g OTHER LARGE 1 afbae0tin appowl tit&A t)A abut ahs!be provided M 12 bot w-c rM11r mukluk mhlltlt dent be tsatarta-10 Ihnre used,Pw*imu Met erderh'a mnimum d 6 Ir dws above to bvel d tis SCREW N11CB T1S B 4 4 01 cairn nbreWam o0ntpied bpernr hen tis ltllrwM apphebis duaalrmte rr'ilia now and dW be aderubd and treteried b tis aru*aa Tile aruckm d Ole W111and 41118/be ndeperdwily braced b Vis structure above.(COP q piano The Salgraee rmduds(I with Vit Fulda we rftnbd b M4 clarity b the user cane d on • - •=• •• - = - - Y rte foNOtrrtp rtlarnN addra�se mwwrnsrb sa14A, 0836 and CIB('A shv ie1 d snNdVmard and be=PA**d shrpparrq Vle doW load d to stA b)SaNMs wquYartrarMs sParMed i Vis guide. These(%SWUM err not design or r c -1 udtn dxaarwb :. .i. 'i ► •• • w • •' 1 • moo. ► • \ • •` -• .- . ..•ti, • :•:�:+:.�:�:.�; •Y':�' C.J�D�da{if Ilf11C11 •� '-..":,.- - .; -'� --� artrR wNrah arwapeulates a twrgsr ora int fit aradnd b tis rmafn nSnr Send wham ussd,aoflKs and eodern-'low point ai hest bvw alh tis pier e d IM gW arta and ora rMsdsd only &Nhb came d tlw .;• =,- ;. • - " \' - :• Tier bDosrimp diet be applkabte to 1rddlMon logo rrgllltwtwnte owihwd ti 1/ltca �M above.rased 2)d be sepwetey aUsdwd b stns herr or to etrhrcfre above e1m111��dw„y supported and bread b V10 artrcaSr above.(I�a) bbchnicSi aeVsOb d ens paid,. • TOM:I 2)Based on Ve nwhdlxm aP+Mg of 52 Net Sterile in each dtr,�ubri,ire \ 001)Uftoi buce brrdnp is m*Avd b2)eaMnge over 144 square reel ftllanhg strut alas ermd owe pondng muenm hlgtlta r=w w red L lilafs. 2)'81i�rmc►.&F and red a part d to pseabrve peen n saiwmic Dseyn MWL Length t, rigid txbrmp,aprtrnldar 111.01 perneietiorw 11nd tn.ve a 2,2)d,oaSraize PART V. GOL OSSARY OF T ER_MINOLOGY FOR_ Categories D,E.tiF shsl have an ICCf3 appovd for asthenic mp*Mw and overtiew S•diameter conduit(EMT) 5-10' _ �{. kobb orw and MW regt+r�ep.tid nepsotl a arnpatlw d to type of•ooapax:y 3µ•dhrmder�m,at,p( rte, +Ing.denve ar edmpbr through Ver 0sitnp We b allow nee mlxnnsrd d d inset 1 rich n r THIS DOCUMENT. (REGINAL TEiiMINOLOGY MAY VA o MBW to ab•hn*rs w n. 1' 'asmoo oonduk(EMT) 10'.? liebo11r1 fie• Flexbte had doeign Vert can aacorrhmo0 O 1 Inch his mOwrr10rM.hal -__-� I I'011 n islai c nclui metal attrfr be pamtW man aNernete.(ASCE 7-0210.8.28.9.2.Sem e) OWO Tabb Tamp ova Quislifi slim by E*srlortoe Under the Adaptlon of res (11 51ST r le t#�) 112'-0• 2.Sp'1"18"Alternate(COPCG) CGNSUI.TANTS ° MMC YMwa dtwr Of tis lolowlrlp aNerrnalae te used,ft DECLARE AIL HANGERS TO `\ � b-beck 162a125M meW studs °p"Mg�"O1 r" b°PerWdO""� CL•OdURE ANCLES s � a.Erluilvo seder the ado(utlorm d tle 2008 IBC 1110 tuitobvitp Iwo addltiornd optorma wr11 los los n41osd b(itrdti YM11 rnaktrng timet surrolSnda 1110 aeltr10ter d 1110 MD STRUCTURE. �� evdebh bred upon ASCE 7-06 Sediwe 132.5✓rill 132.6: (.-W x co��) 1S-0r 1)Whole raid txa=a dwcrlbed in area Sada 250s12b•33 metal studs Calling wire aNanwte par Cam TEED �'st0"Sin arta aslitg tfea. •' Z/LATOM BRACING 012'01 0. TRAPEZE���$ �MAX 118.12.8.2 w red or, C.EACH WOW.MAINRLINrER AND OTHER LARGE 1.)Sh"tebis d (2-11811 2O -Eiadc)250af 2bJ3 meed abide ,3'�,• if ft No 110011 Of 011of penetration Tlw arca member V*raerodu v tin tl10 r.: n baaw,afo Mmn se orM nrrwre or crop OPUS. tesWg oorrlt►oniarye acrd Voir atupPabe b d scow 1 timer•mimic 2)cepebis am nrodatnp 1 2)d►d Mft Ir evwrwrtt n d hori n*i deedrale 4� ! • TO STRIfi.`TIARE LEON �T�%T>!o+�� capedta,n acorxdanae wkh ICC AocepblmoS alhrte 158.{Set*on f 325 d hue ASCE (2-1/r x 20 OaruPD 11 S-rT BRACING WITHIN e-T OF 7.0.5}.a w4Mo4A Nvmng ft eprNder toed a odes protrusions.(MSE D4 df TMD$Wq �UIM PERIMETER MEMBER r FROM 2)Seismic n by apefrhas dab based on.00 recognized proadae. Whore uwft a strut Vel b rot rldlalsd 0n tis tebia above,tis stat Stena/be AA orouier or okeiguE BI*W Wgt for tis system i�g \ I peeea(1e 2)i at nom a ducted s And) SCB& OOIANTEitEOPE FfANCIlER6 IF � � � --��R @!Jt {,Seclbn 1326 d time ASM 7-04 j, capabNs d raaietlrtp tlw veiled caamponertt d 180 paurde itxkuoed by 1110 wires.ADDITIONAL HANGERS AT ALL MORE THAN 1:11 Our OF J.Cable TraYs�Condu Cable a"Offm Similar Inata Wdorfs. AN�dee9ft ki be used by public mF11 ficin a11 a nn BMW,polio,ate ,wnwgomy Engineers,Inc ON OTHER SUITABLE SYS t opearae colter,State Patrol oils,sherth olke,« IEi18ER3 WR}Ml4 6'OF PLUM � REQUIRED 11A10 TO KEEP ��rxIMM1p syslera n afarelree cteedMd en Ooaupany Calapay It and N,end 1,.City I1eiPH aMonrenoe.(COPC(� ��(;� erste «nerDM•Y oalrrx.Tnialion dlepddh PERIMETER.6 WITH SUPPORT be deb of b los•Ertdrwnad Oasrpr'r dssinnb and 0etitea by an ArdUted a Fsprner n Cell W wits•nwdntum d 12 mom between tis grm arm wucu*appal do riot require Cddte VM dKOtcr:to WA 0alrrgx>ic kxm cable and odW similar nSbeit11taw slid be am AT I7-M CEA STRUT 4` PERIMETER COMPONENT APA 7 eta chis where fha Periled ocean,ed did be reputed b haw pebdic"KM risI r-r d horst braonp or wmp uwm struts. supported radapanallnty nom rte arYrlp. Tin erten beerrn anal erose tese d tis srprmeiorm system. t01tiE O ..o ori uFE AT 112'-0'OC EACH WAY. 2` MIN .• FROM SPRFADNO APART r O w ch=P b tis Oucin Ia 8arard0 Doeigl Calapartea D.I:,eta F.In eoowdertr wo 111.CWQ Brea wadny.(COPCt� SPREJWW,BAR BETWEEN °•• Its prwWOO d to omemt egoO m oOm d ria IBC ukpbd by 0e JHA See ped W a.CMnp erase fee then 144 agues Net(OVM 10HANOER VOM ALL MEMBERS AT ATTACHED ` 1(.Irlstaimm,of Psrtltl m. C ~moo arrxiatee vita usecl r OWNER SDE L flee►ART N br oproltol squiva ay br upprdmp a i tp nsap@rx*d owbig gyms aoll�tNddt owned Nen Ifiog 0sarg erase 144 squrn Net r ISea n area whitim w euruSmdecl by well or - �� ��wkss Pri►�y wPP«1�los gid eyslrn. Ateo casted e,. dracfy to tis sbuctu a above do not requkis erlaltnntd odersi CallitgsrtaM SODOM"b ft guide shall not support partitions. Partitions may be atlad»d LATERAL.FORCE BRAcm �1 Part N,may be dosed with to oPP WM d rte Jtrll&*m Haft hAwky. bracrtp to to gid bit comate pxrpase provided: The breohp method used to proven!csing WN or raarid luted movement ,'Y (� 81- b Camp.rare greater tern 1144 square hove(COPCC) 11)The perttbn h suvpertea rmepermdrMy«,cit that ave oorrwcton bsrsean ave dtrrg a aawmYt: W Q SEISMIC CEILING A��SEMBLY B� UNATTACHED END OF GRID WALL MOLDING ,)C,dtnge n wma of 144 OSDV gild, BEAM ia�e x+10 cam�.bm d wrtiad aanrte aid spiny ttAre.. equw Net n era alta•.provided stn depanal DrMbrt and res Dig Arid dose not Impose any.adNitanr bade on uta SCALE- NTS SCALE 3%1'-W braftA.W.G.(WAwkw wires, Bndrg wits stereo an klowsid d ctioour ala itch(12 gauge) ps�oo r oclbn a ih•; Mtn b tta gid does nal area tit �fd� wm member Supported by hanger wires,also blown as tit man nSr10r. � O s r A.W.G.ores corrweted witiNrm 2 itmdmee d an rkeraacibn d a nnan nrrmer wth. gid b dda0t a rotete MO nrrwr,rend Opryaa 90 degrees from each adwtn d an Sebe not arreaedrnp 46 more than Mowed by dinar proviob d nth grid. ��V1�hurl«marls. � a 0: dapl.a tYom ave plsr10 of tis coling.ism orf,c;a of ON Tura gen a- Z (a)n+rae w repent**M 8 fed d any wall ens at 12 feat m owls r n each L•8PNW Ineyecdons, X111 Ptewd wither ei�ml rxfineo d to wSrolrmdirg wrsla drone,. 8111110010111 1 1-1 any .be mpikociby ria pleddon or munici)Yy CorMad tit bed TMS ap.r above a srperme i cwb J W SLACK YAWS d•MAX (b)MRnrhe oollrtps ere 12 Nol or teas n wAdM,leo rasa d bre0rg ores deal pollldliq datrinem,l ILACK WWE LU be provided. Wree.hall be Ioedad of Ser sr flea ono 8 Nd nom any w op Al2 9W wire twt i w light a taut. M�AO[R OR 3PACETI SM Z 0 HANCER IRES r wb W N and end W e W.Mr a ay b rnrrrnn Md res Oita are not diradiy arms. A br stn now b pevent ave elaperm11ion system ram aapeerrmp abo oche s stebrMaar � W �C; ��YtIt�B DING ham one srtornr. NArea may los bated t4r b 12 NW apart W 2)Spiny wire aNantate. As an aaernate b tl10 *WMi spiny 2)w t:pectlsd above, ffPLAY W1111 M HANGERWIRES ATTACHED osNkgs mayusenpld IrreceA. &rose end be aitaclmsd b�d Mfsdwnerti b �ro�br�sanpM rater Men pwpwdmdw b tis grid V 0 ca (- slnx*rs above n e mrr10r b hmlt nisei deflscltorr at the bit t1w eyst for tis caioe0 0 c 'IN calling b less arm)halm lalerol da expected arn APPROVED se caryxewion poste eeirltir pat•saisnre Mute. Commiorl nialasials are atecrtral ON" 1 W L1GH f FD(TURE 13.Spacing d bradrmg member.(COPCG) The rW win etlapeebn eysbrR Afo btores FASTENER or duct work ant not members atnM be spsoed a okig Ser s8 itmdmse nom 111 hataaMef piPrmp (FIAT),maw studs a propriatery products ® a pxovkled with iromtroraal txocitmp rsalrrrtb. x C.Well UPKI11199.ISIEE,k2,BZ,a C2 ON THIS SHEET I 1.Whl m0rdimps(parrineter doss angina)me legL*W b have a horbiwi i Marhpa 2 1 td bei 11W X f 1?POWER wide,aches aMertnte rnetnode w awmv11d Pdx b itmSletaton by/10 b Aav dapIN-11 M ref ale dsdgw►d►road. One sae;f Ms a NV Wal dial be sltednd b to WO ACTUATED DRNEPINS 0+B• PROJECT IYAAE e101Grg,to(Wisr and OM1 how e a Inch dsarenm from tis oval and hes b dde.OXX7-02 O.C. _ aer�ilfn B.Q2322 stern b) 20(ill TW+CI( 1 2.%gid dmd be areded a1 Mirod)acsr emt 10111 .x appov 8(pop(W* ad ff&#M),(CWA r wAu aerobic mm,,,34) MOUDM 3.Thea stud be a mkminxm 314 rmdm dower"form tis end of res grid system at a stied d '. INSIDE STRUCTUREMAI( W" ----- - Zo Q•SPNadw Eters, 3EE 62 ON THIS SHEET l - UWITTACHM 1.SPmeder($PKw)bens or abler., er gVmvod by bcd hAtim�dspwb.j i#uo be used (3)tW SCREWS O GLB(i)fb yes- b PINYIN ft emit d axe roan boome nt perhnshr welhen spm Wprg Open dung s sstsrdc (3)n SC E�a LB( - " 20 Gk 6'Mn-STUDS W1 t well PWW*W wka and not be n lieu d spreader bon.(CWA aafenrrc m w 3W FLANGES CONT. 0 2 woe t#v it an acosptebie aWm*n b'pester bars 3-Spreader tiara we not MpAred I a 90 dopers InlrasOUrig am or man is well,8 ndtea of 20 GA.31?M TL STUD M•le l iwal ori WI f 308•FLANGE BRACE s SCREWS TY P.AT EACH 0 8'4r O.C.WI(3)NS SCREWS 11aablar Wove AT EA ETD ATTACHMIENT /.rble...n,r b heaWt art r.r e.rr.rr err..u mrr�e rlr/b.erl..ww ear r.r,a � _• iS'0 � Hrgr baton Will nn Diameter Amortom --- y C1• FD�T�1iRE SUPPORT (measured In bee On bidw ta) its omega CZ' TYPICAL CEILING GRID LAYOUT SCAM d Nkm) Number _ y 5bdan oorom 0.102 SCAM Vito•1�-0• ---`-� (ASTMc 6310 SCALE NTS fool anis cede 0.060 12 10 ASTMC RM C w 4 -- - • t erm ail/b idem 0 senna°°Paden nenrea ore 10el1PPerNIraw°aN a alra°e d beer Y b.n..aei b ol ori rxtw iwa11rASFarc ar rBtxlq t.ere*rhea era new Bernd ver•e.wen wow nwpo enb wy Itey wit arPy ear to renble -'"'-'- AC0l18TiLAl CER140.YAREl1� e)nlbee nlew M ar In eY N dplwA rdl Ave Seer rPbra rte arra(Aef111C aar.w. 11.4) 3 5W 20 GA,JOWTB O 24.O.0 - . _-_--- f•17711.E dl carr rPurs Irq..err b brlrtet rah•settees M wee.�#ore.boraertrl R I Able-t errtrelem dee be rest aMua 0WAll r/wast ear b eve rt�eb.r.Top" °saeebdn rd be Wer to veer I brA in 10 NO end dee to e abrbam of tali b bs 1-w Yhrh aN sere I done\°Ise Por amm N tease(CMN)M a M e°ahenaerr/wYe r ti ele/sae eeMrere ret b ePelY d errMe re bre 9w ere rerh- (COCA L_ amor" 4,fire10ree•re1R berewe41e aenemrr rnrrb neardsryMe sits p.lw.rbaebellr411ebee I 111rbe1pebdawNtfMererc�.,rrMire•daeMaaaarneerrwaa)tldba�rbw auaoe - _.. RMfE4fATlf(iHf FD(TIARE aPrMeendabr.Aebaba(Dalntlll W aarwMe.b.eereb•drrrebae�bl.yre.Awwba.R.emn.rnrwy�,.pUGHT .r. --- -- --- I ere d rel tete Snarl t100lwla+w M eebd own eel rah a rrw•rbr d t etMAerer Y rprrlr paws Oil( 20 GA.TRACK aaob w... m SECURE TO WALL (__ FD(TIJNE SUPPORT a rr.trr raver sere.°seal b°ile11ree M eve larerslr ae+be Vurx 1•at aor.r ear.aap -. /.Teemed sew d•erg ane ben ore 0001 M=0 M OW11110°ate a belay deed we est• SUPPORT WIRE TO SSIUMIC SISPARATiON JOere POM a ver tit T wer , (rx"Acis@ 34 rrbnb F'tAMM10 VY!(2JOINT 3.616'20 GIA.STUDS 8 TRl1CTIAiEbaleen W dr rel7s0 yaM des aloe rreerdlrerh rte ret net b°aged r reoPbMe rvrlwis STUD I _ PIERMr)NUFACPURP.R awbbduswot.tca�a.pova+.re.rrwewrrse+aebrse..b+od..wr.wew.r.r, MVISMSOEACH WOC - - Serer.bin er10t11e ebwr11hrreah tnaut ore se•ream d eeb see b Asa 114/a a err sarnbe ere to a 5IB•GYP BOARD �i �w orb'- «2)-,y 12.2208 /w'Mf�/Ar�tiiee b rlerrenee b per rte..� - -- - e FINISHED SOFFIT-VARIES , I DATE: 11222.06 Corisblrotosi Type Fsolewr ------------- - 417 Wbod 114•x r aaew eyes O 5W GYP 919ddockP10 4 W wire,CMI DCI a OC I ChtrCK LRS IN st'nis1114fadt at11wr'yen l -Y LRS ntpeYeR efibedR 1Af'It ..;; ::•. _ YAW 21 ::: -e., ..-w-�-e PfFd-�' 3W metal hk 0f now III e1d101e -� -__ _ _ _ --- w --.,- :. __-__ ____ Palmbd to phos contests -- Powd wren,anlbada.V4'x � PROJECT 205179 -+-- - -� --+----- 314• aliies --- FACE OF GYPSUM BOARD FIOTE:SOFFIT LATERA lir FACE OF STUD F3�OBED TEE GRD D1BTEl/ XI ACEDTO 8TRUCTIIIIE tMWE ��f� A x D3. SOFFIT TO WALL D1. LIGHT FIXTURE- LESS THAN 58 P©UNDS D2. SEISMIC SEPARATION JOINT. COP(CG D3. SOFFIT DETAIL. ++ +'� A0x4 SCALE: 3-1-0COPC n ra , SCALE 3'tie1'-0• G) SCALE. r•r•4r � z GOWAN*noun Avamm an til• 3 � 4 .. n:w•ua....egf4fniilR'}eM�'ftif$�}T L'K4-:'-+y..'M► wwwiawr.-�.wiw..•.,,...,.._, ......._. --^••.Iris:_. _._.. .. .. ... .., .. » •m n.w.sJ.�n.44w,reM --....-�... -..,.,,y._.._. .. ....•r.-,.,... •wrr�+...-,... % , � ' • r -.111111111-til fit • 1111111 tllfit (111(ftir1t 11Tjt7 tlrillr IIIIIir III 111 r1rlrlr ;li r..:,Jill ;,,,, ' _fit iTt tilt rlr 111 Ili ISI ISI ISI illi ilI 111 ilI i�r III ell rlr IiI ilI ISI __ t ` 30X 11[ 12 No,36 ILE 11 c tI 4 ` Illi 111111111 IIIIIIIII IIIIIIIII lllljllll Illllllll lllljJll �11111111111u 1111�1iII Il1L,lll 111111111 IIIIIIIII 1111111 O I lljllll Illljllll Illljllll ll1111U lllljllll 111111111lllllllll 1111111 1111W1 IIIIIIiII IlIIII� + ._ ..,. .. .- .. .. �. .. ,. ._..- .... -.-••.... .w �•..,-...... . .. .. .. ..... ... 2.. ...roc..., _ 2)•i; • - _ ...�..........w.1,- ... won, .....�, +•!� e+n�•,•••►. S-i,.rrx -=.m.2•Y•l6,.» .. .. - i.- -. .►. .a. „ �� `7�` :1 t• ",g jT•-j I 4 i S l + I J ' 3641 PAT L. MON LAND,OR GENERAL NOTES :y OF d SM#f<MA ON IS apse:,ON OWNERS SURVEY,SEE exwt DRAWING Cl. 1 (( ' EI ElEiff i AND A001fibfML D N L MFORMATION DT4rLwNo p FOR or�NeroNs of srT>r ' 4 1 1 �A�XTE�rM�ROVEIENT DroVAATON SEE CM T r y r, e � - � i f1 - � KEY NOTES j+ r A O erc fC E PARKING-2 RAMS(4 SPACES],REFER To DETAL Ll ASU, n ' — — ----- — - --- tJ$9'30'44°E 3.3&.33'- - _� `� BICYCLE PARKIM-7 RACKS(14 SPACE8t REFot TO DETAL .. 1 b P 7RT� L I/ of .k 5 CJ FLAG POLE h �L�VF BRICK MONUMENT S"AND PLANTER-REFER TO 1121 Lwm LANDSCAPE ORWOM. Swk lW Sa PonkmA OR 97203 �•' _ r I Q PAD F 3 0 TRASH EWXOGURF 3.221.2077 4 A / 1 c ' O q A I 1 CC ,C - — �1 uoHT POLE(11 TYP -ZLIGO!f HT POLE CA TVP � I Ui +rarue® EXWTM(RAA / C I 1 ! ! C �41gwb � 1D /O C7 �= c i+ / I 2 , O BUILDING ,� I sa. 1 / �• / o / � / , c , A 3 Q'I C I / I COAISIXTANTS LEGEND c C,p Al2 CCp 4 r \ / C fic \` / ON OPUS. O c c D1 / �ATohdKtl O - c cp ar ` c C Al2 / Engineers,ITEC l i CA i / ti C cP c OWNER < 04 c EX A11.3 c Ep cc P BLDG. /a ♦�`1 p Q c ° �' d c ppb V V Q 0. Al2 0 c o c c+ / W Al2 s BUILDING c�� c / '� > / G W 05 Al2 0q. Kc ' gyp• ' ° '� �' � b Z Z 1z i+` Ll cl 0. 1 Dc/ / /C G�� �,'� .\ ) � D4 vrrarre�rNASE Al-40 der \ / or, \ C ' CL 22, de 0 P.0.B. El I s � � t RATE: 12.2200 I "war LRS R N DI SITE PLAN SCALE 1•■40'd Alml D 1 .sn•••-••arsr„aw.«- ..ae».•....r.-.•r..v..o... �wnr*":1�. ;��•� .n� .°J,��°�'�'rtl,AM++04MrPMA�'�'�;r � ;,•"!�i�. r + «.. Y •...a."•.n..nr: -.un,...:... ...,...:.. arc... .auw ww.,.i�a nrw►.w��pi.< .. wCf`"J� � +t+Ii.i.ri1�.r..� II K11111111111111 rlrIIiiSJZ8 10 ��No.3634 , PC t Illi Illllllll Illlll!!!,lluiiiiu;:!!I�III l(IUIIIiI lu� lillllll ulllWl ullilll ul�lu lUllllu tllllul l lUl�ull 111lllll Ilulllll IIIIIIIII lllllllu Illllllll IIIIIIIII Illliili ll�!��Ll �i�l�lu uuluu iUlluu7111111111! ar : J`t.. - ..-.-..►. _ - ''..,:,. .._.,....... .. ...c.r.l,e..•.a..s..,.. -....._ .�e..n+.. .ten....... ...._ .........,.w.r.,+ur�...•w...R..«."..._ .. , w.-,....,_."....+ ..e. rws.ert _..—. .s.:....rr.rw.+.s•c.. .n...+.uw...,..,a,...rnw,+rn — u.v.+.M'pY..n ice' �,+t�. .. an.v...r+ h.+wr.a.w..,..+ - .•« ..•.-a..+. -..► o.yy,...t+. _ ... +wtab .. - ..Ya•• - .... m .„. ..,... -+�.5....rs- ♦ .•.yr^Aw .. a-.r_ .rr•+.w»•.c. _. .. ..• ...•....«.+ .....-.... .. ,•' _. .. - — 4 i z. 1 I �- SPLIT FAGWCNNU 41�3645' IA L. I 0 WALL.PATTERN TO ' EXTERKA • TS wwwo GALV. ,oK T x 1-UY'TIRE FRAEE �- PfE'NWWUFACTU ED INSTALL W1 ANCHOR BOLTS O o I SOIlARD TYPE BIM PACK r x r nNBE FRAME -�� W w TYPE STEEL PER MFR.06TRUCU NO gas a- M GATE FRAME -_ 21'-4" 1• -��0',7' Hl CAPABLE Of I AK PGMTLMCIIN'HNXE FOR CAME HOWMAL FORCE &W CLR A� A4A.P_LANI'AT•JAMB ►SNfElAIAIN,TYP. — - — - '-�--w N.(>fID>r1r srEe.Roo rl� -�7 SOLE 1"rd - OOMCAETE PAVW(nP) TO CA:E SOLI I I --�1N�lONO CME BOLT Alt CAP RATE Ur GkV.I T� D• OROP PW NOIR OPE!! —POST"OF FA DOOR T �--IIOET IWCI®1161 M NEL Y a '4' SE ISiS iStf' � if /---, I fl DROP PW NOiD OPTT1 DTi(]F'PW iIOLD OPSTI GMOE 1 POSrFW OF EA.DOL..Q TO i P08TT1011 OF Ell 00011 TO HNIIIif CAPABLE OF t 6K A O E1IATION n BE MK 108• BE IML 10S' A4A VEiTTR71l AND 1.6K Al2 HORMNTAL FORCE,p) n HMO LYNN,TYP. ANCHOR BOLTS - i T X r TUBE FRAME TS 811=4 GALV. I-E CLEAII 2 r4r WAM I I �KNNO IE B'TEBSmTUN a RAIZ 11121 1100 a Pordaom(OR 91203 Al. CANE BOLT DETAIL AT. a4SH ENCLOSURE PLAN A3. TRASH ENCLOSURE PLAN A4. HINGE ELL-VATION A3. BIKE RACK Tel.503.221.1121 � SCALE 1%1'4r ���■ SCx�t�� SCALE tNr-rd SCALE t•-rd Far 303.221.2077 SCALE: IWO A A � r CMU CAP A4 A1.2 �—` — TACTILE WARNING STRIP 1 11• • -,, r ale 1 CHAN lWK W. �•W STRIUCRAIAL VER'TKAL.VWYL SLATS F i SPLIT FACE CIU d d c I ��. p FR0W ELEVATON GRADE OR PAVING d d p -BEE PLAN d d CONSUL TANTS x TA12 ° d CONCRETE CURB • 'd p d d p C CONCRETE F)OTWG Wiff FACE CMU d ! OPUS* -SEE STRUCTURAL ° p - , a i TiC '�- �$Ti1llcTLJRAI. a Eng neoTs, •A 4 p n d41 II a a SIDE ELEVATION-SLDO S TRAWL I--I I I_.I OW11ER ENCLOSURE (BLDG.A TRASH EN(X.OSIxiE SOL) ° I BT. TRASH ENCLOSURE SECTION B3. TRASH ENCLOSURE ELEVATIONS 85. EXTERIOR CONCRETE 3TA/R TREAD DETAIL t Q SCALE: 3W-ra SCALE 1N•-1-0' SCALE T=ry V s � uj NUMBER OF RWER.4 p•MAX.) �) ui�. � a TREADS m BE ADJUSTED � � �Q AND FIELD VERIFIED 1 1rr GALV MR NANDRAL EMSTWG BUILEVIG pOgTM�OPq Ix 2 iVfW0ON JOINT: PRC�AAI.DED Bo?N SIDES OF STAIR JOINT TOPMAIM OF NTH LAT RT 1• _ W D1IA12 GAURDRAL Z 1� DEEP-TOP OF SEALANT FLLISFI �- +�'-- I ® 4 vW TOP OF CONC. -_ T--I Itr LV.NT L I 4 HANDR Lc CONT.CUF19 i WALL —, 5 _ i -CHAWER 1 11r GALV.MTL /h T RADIUS- •Y 04 AT 24.O.C.-- � HAPANM pRQECTAWE EXPANSION I —GROUT RAL INTO EXPANSION jow w CONT.AT 12• PPE SLEEVES / JOIN O.C. I 85 #4AT3rO.Q— ANSION Al2 �� I w CONT.AT 1? -�RAIL PIPE � JOINT ,, _44 AT 12.O.C.I4ORIZ 0 C• ---w AT 12'O.C.VERT.Y W S' ... ••�� HOOK AT BOTTOM- co J • ' ALTETI1111TE BEND TOP LANDING ��- '" � NOON( GAURO 146.1E .r Ir WTO SLAB w AT 12'O.C.HORm --— GRADE-SEE CWL a LA108(',APE 3S' �• w CONE.(TMP) Lu wuDRAL _---� --J O w AT 12'O.C. CA w CONT (2)w CONT. C4 Al2 w C3. RAMP SECTION C4. STAIR SECTWN CSS P SECT10N �I SCALE: 11r=rd WALE IV■1'd SCALE: 11r■1W C 6� I AS CUTIl1lRETAWWG WALL.- � Ail rx4aa -.^ ACG• `\ i 6m #NMFr TTTLL � VERIFY FED C01O1T101M �. , FOR REQUIRED SAFETY �p O Q AiWGATE)OSTWO INSOOIN.PER OSSC AS 01 VERIFYEaSSI1r10 , 122205 callorTlDNe aN�TTE � ` � `� '� •/ �_ 1222.08 Wmi=Y '� 80011E RMP MO STM b i , c / ' ,' X I Cl DHJ > I DRAWNB✓ APO A1.2 �' 1 MQ1ECT. 2WI? 1 D1. RAMP AND STAIRS FOR EXISTING BUILDING C A1w2 z SCALE: „�.,,,,� - D_3. BIKE PARKING BUILDING A D4. BIKE PARKING � BU/LD/NQ B D5. BIKE PARKING Q BUILDING B t DM 1 � SCALE: 114~1'-0• SCALE 111•-1'd SCALE 1N'O1'-0' � 3 � 4 S ai,.w•mwu.w..rx�w. I . - �i�k'.A.�'�Y'�•- , .�M'{YI�i4'�SfF MNPoWt1!}1� r rAS9'jK"!rMp �M.,�... • 1 , T -�;T 1 ,Y ,i `i r' i t •, ..r r i ..,• ELLE- �-: (I . ... ...__..�;x�. „ ., , .. 1! ��'•�'. rte. . . .. ».., .m-.,,..,,.,.......,a•.. � t `�� 18 li11�1)Tl� I�IIi�I�I�IIib IiIIIiI�IiIl19 I�I�I�III�1110 IL___:_Illillhh III�I��IIII�1� w NO.W lli uuluu ui�u uuuiu ul � llilu iuluu cult �ulw �1u uu� u� Biu uiluii Hill uu�ui uul�uTuliui uiiliui i�lii�i uuliil uuliu� i ii� , + • .. .. ....•,..-r,i. n.-« .Lar+. . • -. rx.s ...,...... ,.r_ ... a....._ ..- _,w.+.►.....,r.s...•,......,.r..,.., ._w....,. .•.«s.....ww..n.+..-a,a,.r..:, .ary,rr+w.+..+wwr..rmw:*:er,r+u., .....,,. .+wFWY1.�.N:S'•''�.l+yHMyrcn..:.,. rv+nrArwNe .... _ .... .. _..e• - .3 ..,. - '. ._. .. •. -.-5...aW.._ _ _ ..'w•+a,. ......afa.. .rr.r+..vw..Ml+..a,o....+.-w,«..w.,...w,.. ,-.e..,.. � - - rr ..., • .. ww r a+' h . µ: a 'v ,L .i S1 OAISO Al2 1_U.DIAF PIPE _ 3645 PAT ICU .NQ(ON" ° —FACE OF ODMfwFTE __ -___- OIPAIBIDN JOWT: PR£�NOIDED �� � F•7 1 - +---- DEEP TOP OF VWTH 1• 4 � f �.TOP Of FL.UBN 0,OR IAN TOP OF W.n. v — yr o STEM PIPE INANDRAl, of ° d HANDRAIL SV87w TO WATCH j MIN d d 1 1Il' GLIVIDAM.SYSTW , MIN 16 d STM ELO W SRACIET , _•'- < I° 'RATE A1.2 p0'EXPANSIONON 4 f 1. � --------- ° � ' � !'y � .�''/ JOINT NOW REFETt 70 CIVL FOR TEEL '••. - �-S ' •. . 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Opts 1 RET.�NMNO bAll'� I .[ REFER TO 41821' FOR Ar ChibClS : r E,sgineeM(INC IF- �.•....*."� ,,.�: -.�:---• .'•••f ..r ' 'SCIEDI.IJ;TYP. • MAIL"lamd LM SCfEDlI1E,TYP 1.4 F NOTE I i, . ' REI 9I TO CM FOR WARM WNLL � OURFA INDINGI WE GROOM OYMAz3i SCHEDULE,TV. • AIiD EVA)SIGN CONTROL, UA B1. RAMP SECTION- BUILDINGS 'A'd 'C'ACCESS cc 84. RAMIE SECTION- BUILDINGS W& V ACCESS Lu O SCALE 1?•TO s � aa :Z uj y WO � 145a� Z � w � T.O.WALL CC SIDEWALK S AA 15 11• lar �U T.0.WALL SLOPED 42' m AILNE TREAD NOSMrO eua�INoc '� SDEw PRQEOTAtA1E ENTRANCE B1 146LV I" Ata Al 1 / DOST 34'HANDRU / 149S DRAIN REFER TO CML / GRADMKi AND / EROR'ON CONTROL / 811M RACKS T.A.WALL IANDING 15&v 149.9' / LANDING \ , uj a / , / , ' 154.51 � 1661J1 41� 1 O / Ma T.O.A" Ms / v C I� / / 3'r /� V / i \ CONTI NLULIS/ i / HANDRAIL E —OONC.RFT BUEWMI( OONC.RFTAMMMI / WALL- STRUCf. 15645' WALL.SEE STRUCT n </ �> 1 / GALM40 , .SI`CONTINUO W" LOT LANE `✓ ! 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RAMP SECTION- BUILDING B ACCESS y . _ SCALE Vl-1*0 � 0 r � J ca W o- / A4 T.O.RETAMINO WALL // Z Q uj AIA SIDEWALK --DRAIN // ROCKERY WALL 1469 / REI TO CIVIL .CUR s At DRAWINGS PROuECT~ A+•4 T.O RETANNG WALL LANDING / \ 154.W* / 141;9 4r SIGN SY 42• �OTIfRs < > y +6 s4• ��34• \v' � ISM W 1a0't i C � T.O RETALIMrO WALL- // VARA / 64 / AI TD1Lt CURS (XONC. WALL•SEE / LANDING / wr DRAIN T.O.RETAM ING WALL. T.O.RETARMAW 3/•0001111NUDlls L_ 164.A5't HANDRAIL 1 12.2206 I DATE: 1222.00 f/ RETAMIING �I�fER ID CIVIL WALL- Mor ' age• DW EFENTROL / nrAwner APO <� \> / ,,Z 9 c 7G PROJECT. 206170 / SIN SY OWNER e REFERENCE ONLY D4. PUBLIC RAMP- BUMNG 8 ACCESS WOrrAPPRO•IED WITH Tests PERMW 1w4 V~-r sW"ori / � •r _.,. "'i,�''„r7•' .•'r ur.,.,:. {►117M�Ml�sid. ..i ,; ttrJt�-t�tli� �. .. _ . . . _ 41 ' I 1_0L_ t No,m llJ[ w� Illll [[ ul�li[ [llil[Il U�lul [IIIIW 11111[Ul ll �[liu [�[ [t[lii[ ui[u[ 1111111111uiu�i . 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I A I 1121 SW SaG" I I o03 smi`'00 Patlox4 OR 97203 �• - - - N TeL 303.221.1121 Faar.303.221.2077 4 N a A Aa.2OF / A I I I C2 _ i I I N s I ( I I AM HAND I —O 3 ID I • \ I O I TT9114ArF COW. I r� I ANN IEIINArf I I ANS.• Q I ►n its I3 O WX I ,r4a I DI N A Irl I , A AU 0 I I J=_------ -- o' ---------•-- I I I - -- ---__-_=____CIA � -- � cofrsixrAPJrs I Ir -- — — — — - — - --- :w..�� - ------ — - PAN41 rst A ELECIM4 I �v I �4WMWEI" ra I YI II,�„ , I , , c . OPUS. E in r k -- --- I Opus Ardlib•cts& ! irows,Inc I I I _- \ I I `- - A - I HAY I E pp” I N I I � I I R I E.3 I \ I I I A tai.. L- ---- !J I I - - W Q 'c O N JF E.4 . 1611W1 1EiY1AflS TV. ea } \ I I I I N I I LU uw. o A2I = y O WcouIt zo. - - - - - - - - - - - - - � � m 01� \ I I K - N F.1 I - - - - - - - - -- — — - _ ---- -- - F.9 IL <Q> IV 6mpRoA_cTmAME I I I I N — D A•z — PIIa,NSCTA1�t/N/-rlraawrt: C1. FIRST FLOOR PLAN SCAM 1'JW•r-r co C � GENERAL NOTES HORIZONTAL ASSEMBLIES 1. ALL PLAN WIM S SHOW MAMB ONLY UON,NO MO" 1. SEE WALL SECTIONS AND CODE ANALYSIS DRAWSM FOR DRAWN.ALL OWENS ONS ARE TO FACE OF FRAMING LION OR TYPE,ALL WITH FIRE RESISTANCE OPENND PPATECTION BY CENTER OF COUIII OR GRID. EXTEFJOR DIMENSIONS ARE TO W TS,ASS,BY pOCEP IpN FOR DUCTS AND FACE OF CONCRETE PANEIJ FACE OF E.I,F.S. PENEIRAYIONS, iNlT mLs L ALL DOOR OPENINGS PERPODURAR TO A WNL ARE S'TO THE WALL UON. 3. WINDOWS TYPES ARE NOTED ' )NO r ESCR`®ON OHM LEGEND L A2.a O/ 1 144" FW PARTITION.OR SMOKE BARRIER 4. SEE A01 SKEET FOR STAWAW FWUW MoUWM HEIGHTS WALL OR COMBINATION OF(WHERE OCCLIRS)CONFORMNIG I AND REGU REMENTS UON, TO THE MOST STRINDI NT IEOUWAWffB OF EACH.SEE CODE ANALYSIS PLANS FOR BPECAIC NAMES OF ISC WALL OESIONNTIONS.ALL WITH FW IF.SISTIVE OPENING l PROTECTION AT DOOR•,WINDOW,DUCTS(WITH R!r R F 0NS�PENE7W1 IONS,AND PROTECTION AT JOINTS. KEYNOTES BEE WALL TYPES,DOOR Aro V NDOW 9CHEDL IF.B, L MECHANICAL DRAWINGS,PENETRATM DETMLS,AND IQ� �f2220A a O FIRE EICTINOlxm*lt CA04ET,BEE OM 81/Mj& JOIST DETAILS WHEF L PMrJaE. Z� FOR AL'.WENOR FWN W AND FWM D•ENSION9 RMR —_ NONRATED WALL:AT NONOEARN10 INTERIOR WALLS WITH 1 GATE: 12.22.0• TO SHEET AS.0 9AD A8 2lk NO OPENM PROTECT=MMM IREO AT DOORS,WINDOWS, DUCTS,PENETRATVA AND JONT8 LION.SEE WALL TYPES. O RDO-DAYI.Kti1iT. WE DTA,C2/A&2 BEE Sof• I DPACHELRS ______- _eY APO O REFER TO 911EET A5.7 FOR CANOPY PLANS.DETAILS AND - FUTI WALL: NOT N OOIARA(.?. `� �G NOTATIONS OBPROJECT. 21kN Tp EXTERIOR •.D WAL 4)Fr MATT.SEE DYA2, WPL K OFF MATT DRAM,AT LOW PONT. CONNECT TO STORM Dfv W. J O1 ROOF La..'#M PIPE-SEE PUJlSMq O ALKNIN t • o f SIONI Vm D•iECTTdI NDI na Nla•�R OF, oms A20 lb AND LOCATIONS TO SE VEWF M D e 1 _ ! _ , 1• FRE ALAW PANG TNS LOCATION . rl r11 tiff �1j1jrf1tjTj1Tfpj1j1j1lrl l L 1 g � A I � S � g I �10 1 I 1 �. 12 ©J NO.36 16,�L ( � 'i Jlll �llll Illl�lUlJlUulII1ll11�1111 IWMI Il1�Wllllllllill IIllUW IllIl111Lltl1�l111 IUllI 111 0111111111111114llbil ILmi 119a ll Qalll 1111h111111111UA1111111 II11111 • • • ' Y _ 1 'y., ..A _-.....-_._,,.rw...,,.. _ . .. .o:.r...._y,..- ............ ,..-,-..,.n. .,... ,•-,., .,.,...,.,. _.__..-.wn..+.w......r.s.w.-.....,.r.........._._..-... ..-•.....,..,.._•..w..:...w..r.w,.+rw.a_.: ......-.....,n...., w..-.,..,..i.•a-......-..-..a.xa._s......... .n„. .x:s,,..,..... :. ...r.r..w.. .. ..... .M-.,.. . r..,........_. ..,..,,.+..r,.e.-+•ww....w.,w.... ...r wr..ya....:+.•.,.._w:.r..�e• . r, ..+w.-w...-. _ - low - : . - Ia+Y.JMR�9w'�^w::.z.>. ..nvY. .aa� .w.lMMII�'.y"ww.�Ml�.alm,ns.M,.rsrs•.ww v¢..,. .., __-.:a,.,ti,..r...- - .T::r. +.r,«' :•-t.,s,:w�Y, .. .. .ay.•.-.-:-re.m.-waw.wl....-...... .n.,.rarwrr•..ww..a-,..a..- .:•- - sr.. ,. .. _ ._ ...,-.... ., .. c..wrMr.• '' ym y"YI 645 �L 1 2 3 4 5 6 7 d 9 10 PA7 3A L NIX N 6.1 5.9 a OR 8.1 9.1 10.1 DA I I I I A62 AU I I I L ti q> <i> 47 A I I a I - D¢ X311 T CKI L---A] K q I I K 1121 l00 WSa Pm*ai4 OR 47205 Td 503.221.1121 DS FaL503.221.20" 4 A A&2 I - �= 1 n NAA SPACE I Aff cz I I I ✓ I I I I `AM B.8 I � a 302 \ I O V I Aef I I j AV I _________________ I I I I I C2 os -- --------(DA— ------ I I _ —`=-1•._ I crxrMa�s -- � I 3 I 3 1 OPUS. 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ALL PLA"WALLS SHOW MWW ONLY UON.NO FW*S ARE TYPE.ALL WRH RE TMS MCE OPE III PROTECTION BY DRAWN.ALL DNAEIEIONS ARE M FAI+E OF FRMSHN3 UDN ORSY M FOR DUCTS NO CENTER OF COLUMN,OR OW.EKTEIOR ON RN Ir ANE TO Pea"WIT"a 6m FACE OF CONIFIETE PVMU FACE OF E.I.F.S. t THE L)OH.DOORos 1EWEHOlC<N AR ro A WALL ARE A'm I.LQEND �---- & WINDOWS TYPES ARE N07®OAND DEQ ON SHEET 140M FIFE SARM FNE FARM ON.OR SMOKE SAI t A2J WALL OR CIMNATOI OF"M O=M)CONFOWNO �— TO THE MOST SIRIIIIM T REWAOMMB OF E CK SEE I 4• SEE Ad SHEET FOR 8TANOARD FIXRIRE MOIMTNQ HBICODE ANALYSIS PLAW FOR SPECEIC NAMN OF SNC WALL AND REOU REMENTS UDI. DUIDWTXM ALL rMIH FNE REM I OPENHM PRCQECTMN AT DOOR,WWDOWS.DUCTS(IMiH E>CEPTIONS),PM MTkX^AND PROTECTION AT JOINTS. L SEE Y►ALL TYPES.DDDR AND WMM SCHEOIS.ES, L_ MICH A ICAL OMAWNA➢S.PENETRATION Mtn it,:M JOMT DETAILS WHERE APPLICABLE. I_ �/�� I TIS)WALL•ATNON•SEAR1Nt N-c-1 .AWAUSWITH LAA1E: 12?2.0/ KEY NOTES N00PBEUQ PIIOISCIIDN FMOU MAT DOORS,WNEOWS, DUCTN,FDWMATK W AND JONTS UON.SEE WALL TYPE>t. 1� FM E KTPKKXSFER CASOI SEE 07L GIMA SEE 87RUCT. L carr LRS FOR ALL WI FIMSHES AHO FNNSH DRAWSI0 4 REFER _____= FVT181E LL• N0T 000NTRACT. I polN'I ay. AVG TOSHEETAS.1bA0A8a WA3) C, 7C O FM ROOF~PIPE-AE'E PLUM W Ir AWXCT. 2MI79 p REFER M*M 1 AS.?FDR CAW Y FLAWS.DETALS AO NOTATIOHNi. A2m2b � 0� 1 Ott � e Ott . � O��f��UM NMFeR ea . 1�►'"- Ci1�A!'rQ9F!IAEA!@.xa.+c.►4a...:•+.�,�ec�4+7 ..e+Mrre^eKry' y lowOrF I gip, (�I1lrrlltllll ilill(I�I(IIiII I(rh�Yrt(t��r �1'IIIi�III(I IIIII�I li e r ... . mm" I I II t µ' �_ 9 — 10 11 I �1J No.3A 3+0� '��;; � Wi luu ( u uiluu� ulu luu cul ll u�11�u llhiu` ;i 9i �� u�u llla!I111111U 111llllll , .f�+ ' , F • ,..,.. .arr,.o, .. ._. .w. ..-n..._. ..........•..+wrw•-.... .se,r.e.rc..n.-...•es.r!...:m.,.. .... .. ..:ww..a..,.,,...,•.... . -... 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ALL PLAN WA.L8 8110W FRAMEIfi Oi+N.Y UON.NO FMBAFE8 ARE TYPE.ALL WiTH FIRERl1�1ANCE OPENND PIIdTECT10N SY DMWN.ALL DBEN810M ARE M FR.CE OF F mmm UON O.i fig'11fIl0EM S' rOR AND mwmu CENTER OF COUAMN,OR ORID.EXTERIOR OREIIBIONB ARE to I EM%ATt0118 FACE OF CONCRETE PNET/FALX OF EIF.8, I ALL DDDR oPENINos PERPENaaxILNe to AwALL ARE 8'ro LEQEND 1 THE WALL LIK WIDOWS TYPER ANE NDTEDOAND DESCRISED ON SiM 1�iOl1R FETE OAft R FIIE PARTTTiON OR SMIOKE SARRQtONtli�R L E S OR COIDNdAT10N OF NVFIERE OCCURS)CONFOi MWSEE TIE mXST1'MrOENrIIEDUNIBY oa OF EAC: SEE L AW SHEET FOR iTAlDMD Fi1(TU1E MOUNTNO IEKIHTa CM ANALYSIS PLAN$FOR SPEW NAMES OF 111C WALL ,. AND REOU EIME 8 tKOL 0E10IAT"G.ALL MW FW REI ISWE OPENM I PFDTECTM AT DOORS,WRKXY^DUCTS(WITH L ENCEPT101 ft PENETWOK AND PROTECTION AT JOIE M SIR WALL TVM D"AND SCHEME IMA IC.AL DRAWNOB,PPOIEWTIADOiMTION A AMAND I XWr DETAILS WHERE APRJCABLE L _ TEDWALL•ATNO W-4RMMIifMWNLSIMM I DATE. 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FL UINi NARROW RILL F00� FR Fim ro&V WW in mbMw b door and iron APCt��♦d `---- PAPEL Lr1E GLASS OPEIASLE Opm NotN E i Arc Inc 1. Door Uri v0IMIML-lw N WP4 3024,Ober"Om OWNER 81. CURTAIN WALL WINDOW TYPES Ur r4r � 01 DOOR TYPESSC4L ted& W■ra NOTE: ALL GLAZING N DOORS Tr OE 1k�GLM6 LN.OJ4. � o QQ 6 � € _�� fEm A5 t4r lk 94r Q Q' A� I Lu W �� a � wo -- a g a � 0'-03AT 1L74' � 0 � �{ .Cs w E.Q. A,6 Z w R- At7 A2.7 1 At7 I A2.7 ® 44 Ir m PROS-CT AL+tAE EQ VIP A ' _ __ Q �. M A4 M \� L --- Ltj jr �� i • O �F / i _ V w J y r- 04 °N w L>4 � � 4 L A� A2� Pts Ate 7 Q Q 0 B4 02i MM �pC _ L r r J Ate 11t7 A2T �- GENERAL NOTES CHER CORNIER AT COIN" CORNIER AZ.e Q ( s �� �� - RETURN MULLNON MUL,IJON A„�T� (itA21Nf3 TYPES:I Jr OCL-1T NSLAJIT®TFiEETtlS3 _ I OL-2 SPANDREL GL-3 SINGLE PAIS GL-JT SINGLE PALE,TB D rl�f 7iR! ALL EXTERIOR OLAVQ TO BE OL-1•NAESS OTFEAVrDE NOTED. ik ECL / l Ate I E LEGEND Ir I LLPAItoaa ,2 �-- A3 I - T TE1 EO aJ1ZW jijL-,T OR GLaT)A21 I l i1hp Oka T T T I I DATEa_ 12.?Z.06 C3 L Q�'CCK DHJ T � T\ I 1 DRAMKBY.• TNK T \ . ET T � T T T T � D1 �/ A. 1- 7 � P'ROJECT.• Zo617ii WATQTS �NGLEL;._�OR 01 O O O Ate D1. STOREFRONT WINDOW TYPES DZ. C�IIRTAN WALL WINDOW TYPES A 2. 5b � e M4 . , 1 r , ^-.....»* ^•�'Aw41.uR. .. +1•� ?•wr ,..y:,ti h�A'+23.�. ' .. y _ .. _ ,.;riA'a. -!'r:d'Y. ' § a.'.rv^i+ntsa,�,,. -ut+...yr,�.- .. t'T 1 f rl f ( i I r�Tg r IT r T tIr r i 1Ir r i rIr r r rIr t rIr r r r1ilr rlrlrlr rlr r�rllili ili "' e . II I 1 [ I.. r' b1 I 9I12 ow M71,11, No.3e I a : �'11 ILIiII!Il IllllllZu AWMIZA0,Ill1I 111111 ll11I1111 Ili 11llI111 UIIUll 11JIlW lluu lull! u1llllu I1llI1 WI11U u lll!Ilul IIIIIIIIIIIillllll!I , �� ? { c . .•-o..•.......to..is.-......»..,. ..w.,...►.w:;rcws.r..-.rM.rx..r.ww.... w...«w........ a++.ac a., ms.w.....n .w.::s.n. .saswwtiw•wasarJrus n. ';... . 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MRAt AM I SEC)(J3t • ' TENANT AP0 86AlANR I I ROD AND - ALUM 8TOkEFftONT - • d _-SEALMT SYSTEM Std WAL _ 4 4• �,. 4 I CURTAN I I ,.,::•. SECTION­ CURTAIN WALL WAIL I 1 ALUM ORRANCE BREAK l --,w•x,w•DRIP REVEAL --_._ �,yS,IpONr ers'TBM �,mI I .t2a ALUMIMUMR �� HEAD ANGtOR SY RR'W+d-" I � SiLAPE.FIAErI1 -- �,0� �� GYP eo. BSEALANT V# ACKER ROD WOMM Rs�c1.. I 1 wro wluloN AO'T MID~ - a UNE OF A 3.S NORM RODSEALANT a e d IMPFiOVELERCn —ALUM STOREFRONT d ft 7 - A� a SOUTH ELEVATIONS ALUM STOWRON T I I SYSTEMI BLRDM A SYS — — LDCAMQ a SOUTH ELEVAT1oN S ' 1121 SW Saban v I SIS 100 I I pwdwh4 OR 91205 �. Al. CURTAIN WALL HEAD 12 ENTRY WALL PANEL A2. CURTAIN WALL JAMB A3. DOOR HEAD 44. STOREFRONT HEAD it FIRST FLOOR A& STOREFRONT HEAD AT PRECAST T 5503 22.2011 a arm c• rvra SCID r-ra SCALE Y18110 A � -PRECAST CONIC PAHA. 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L�No s CLINGY � SCALE., "'`''' 1277 a 1SCREEN WALL B& PARAPET Q CURTAIN WALL � O SCALE N LI 8G1,lE: 1 lira 1'� � �• �6 It O • CONC PANEL-SEE STRUCT .� W SEALANT UA kc • . • DOMMIEOLIT i DOWNSPOUT NOZZLE-VERIFY SIZE w 'PLIANING W/ c �p- • ir OWN CONT.CLEAT HANICAL MECH arRB.s�MECH. � � Q a -- --- - _ -- - _ ATTACH W1 POWDER LECH.CURB-SEE MECH. p� V -- DRIVEN FFASTF 4M COUNTER FLASHING- O V coo - - TDp COORDINATE WTH z Z M CANICAL Top OF CURB COUNTER FLASHING- METAL COPING � � W ° 44'-0' • MAECAN ICA COORDINATE WITH PT WOOD HALER, R19 F'AASTENER BY � ` � • •' ATTACH TO METAL CONT.CLEFT ATTACH - STIRS 0 2r O.C. ROOrG MANUF --i - - - -- - •• ° Wf POWDER DRIVEN FTOP OF PARAPET. • SINGLE PLY ° ° FASTS NIRS Q 12'CLC. CONT.CLEAT W/I'LANG co - • • a ROOF EXTEND FLASKG SELF TAPING SUPPMT DETAILS PRQECT NAME TAP. 00 /I sJ ON GRADE-SEE .. ° MEMBRANE ASYSTEM MEMBRANE LIP TO a w 0 t2'CLC TOP OF CURB • CONNCRETE PAD WTN WATER MARE BARRIER- I • • ° SINGLE FLY ROOF • �. • PW"COATING. REFER TO WRAP OVER PT NIALER + to �A• c• ° • ° �, MEMBRANE SYSTEM a . . DRAWINGS FOR Q LINERI I I SBF CLEAT VWPLONG PPORT SEALANT co °, • .. r • •° ' • • FLASHING-WRAP I I I SEALANT +d. • 4 + A32 -�j- • --`_ �,� • • 4 ♦ x .� OVERNAILER J-�I-I'�- z --tir ;M��..� i - �.�'� r METAL PANEL STRUCTURAL DWO& �i'I I. •,: J I I ITS;I I I� T_ -FSR NDTAT0*L -SEE STRUC1ONe - Q P I I NOTE VERIFY ALL DIMENSIONS NOTE vERIFY ALL DI NSIONS + LIL WITH MEf2MMLJIL DINGIL AS wmH MMBCHNNICAL DwM1B.AS O TO fl3xw�HTS TD REMM03VN � ! O Cl. PARTIAL PARAPET PLAN C2. OVERFLObi/DRAIN NOZZLE Cl MECHANICAL CURB/PEDESTAL I a SCALE- "�''`0' BCAL� t,rr�,'.or CA MECH. CUR. &SIDES AND END CE TYP. PARAPET COPING acme 111L'r1'4" Bc", 1 ur"10 SCALE r-1'4r c � 1 R1 MOISTURE BARRIER ---�� - I -. SmwT 1"w SHEET FLASHING -/-ROOF HITCH SINGLE PLY ROOF �-- IEMIIRANE SYSTEM \ I I BATT INSULATION I A32 / HOTAI R WELD_� , SEALANT AND BACHQii ROD, TAP. + ) 4?d ✓ / TYP ALL AROUND SEALANT ��T - + I -PLATE MD FASTENER L I - PIPE CLAMP RIGID INSULATION PREFAB.PPE FLASHING t — -- - — — --- FA I � /"BINGL.E PLY MEAIRlItANE + Pr w000 BLoaaNG L'---- 1 _ �NG V F ROOF HOT Axt w9 D i I SINGLE PLY ROOF MEMBRANE SYSTEM ON SUP SHEET � ( RATE: 12 2.00 A � INSULATION I TAP. •K. ^S BE pHD LADDElt MOIMTEO TD - �'�'-"fDHJ ed 4?-T AS 42'-i' _ _ � taR(�NECIG er�- THINK.APO A3Z A32 3C2 ;, 71-` -- ffffff� PRQ CT. 246,79 STEEL N*o�ST .�.- sEE WALL,tl�`r�.____ I - METAL OM Dl. PAR� TIAL PARAPET PLAN - BUILDING B n2. ROOF ACCESS HATCH D3. OVERFLOW DRAIN DAYL/tsH� "`�''��' t�'-+�� D4. FLAnsom�SHING SCREEN POST DS. ROOF SYSTEM AT P A3w 2 D M 1 SCALE: 3'■,'-0' SCALE. 3tit'-OrIM PARAPET 1111 2 4 S aw�w.wwurr+rr�■a . - .n..o,..,..x.si �+ .sn,„.,.wria.. w.•»a.•n-..�.�.Mr!aia..r..•r.,c•n•..w � / � - - - -. ...,... .. _ ..,-....., ...*+lir+..+ .erg•va«>.,..•...,.,...,...•,..._ .-,. ........yAyMw.. N,,. ,,.-µ.._.r... .'.... ..SNL .v... A].1-YnYf..Y.:in4(I;-lt:•.R dwwr .r' i�, TTRa, . � .. :.lCl I!1 I�I II► I!I III III Alt III III III (ll III III III III III III I�l III III 1 a� a I ' l e I I s 110 1 I1.l t. (� 30X{ lllllli1111f1if lli(Illl lfli� III±1'"I"�,,,,,�;;;I,I�I(�(ll i��lllllll �1 ' , I g r a r F191111o', �„�illlll , ■.�.�1.1�7�..�.n;aw,,.:v>.«we-.�eesvw.+.�.�..,.�.M!•.eW.n.,.•a.4f.+w.,A.MfvM►r.,,yy..�enr;".. ...ae. .._,.r-... ,..,. .. tea...._..M. -. ..,.,«..<.,. ..::n....., .lwas.w.t.l- iw.t..w.tY.e,s. ww.rf•re,r � 1, - -•.LT..a. ,./C,.,M4'+LT".-41.. s••-+k .W.M.nema14-Y11. . w w.u.. ... •u�-w-.. . ♦.bt> .... .-...,uw....r rL.n.r.. ..itiec.. L. n:rC4I.. w.Mi u - ,�r -M•Nr*m.Yni/R.•f.R...Yo..:Xp.W.iC cY'.vt 1h.,.lfiY F�• ,I t 00 3645 Vpl , iXON,ORO1 9 4 ( S ) O4 w8w D4 7 oQ 8 D2 9 10OF 0 AU A5.z Abs A5.1 As., A5.1 � GEI MRAL NOTE'S SOL I. PAINT ALL NON-NOTED M L�LLANEOUS ITEMS Tr,MATCH 1.3 I _ 4 5.1 t t 0 5.9 4 • 8.1 9.1 10.1 ADJACEi(r REFERENCED FINISH COLOR LION. / �1 T.O..WALL �� 2. SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. .� I - - - --- - -- - - -------- - - - - T.O.WJ:G. - - - _ - _--- _ -- --EL73'� 3. SEE DOOR AND WINDOW SCHEDULES AND ELEVATKM FOR n ADDITIONAL INFORMATION. _ - --- - - -. - - - EL 42'-0' - -- - - J1 4. WI DOWB TO ALIGN VERTICALLY,TYPICAL LION. � IA KEY NOTES THIN BRICK SYSTEM I I Ae 3 - - - � — - - F - / /� I I ,, - / / / - / _ %� TrMRD FLOOR ~ - O BRICK VENEER-SEE SHEET A6.7 I - - -t-- _ I - - - _ . I -- --- - --_ - / - - I -- - - • -- - a-�p� ® CONIC.TIT•Ur PANEL PANEL JOINT 1121 SWSaSpm / / �, / / / / - -- / / / _ / / !i / / rr it // r� / / / Shire 100 / / r, / / r / / %i i i it 5 NOT 11SEn. Ponla�d OR 97203 �• / / / / / ;! / �i i 1 r, - e r REVEAL-SEE ASIA5.3 Tel.303.221.1121 / r•- / / i% V REVEAL-SEE A51M ! Fit>< 50j.221 IC77 S5 Ps _-aeECDND FLooR-� O ADHERED ARCH.CORNICE,PA.rTEn EIFS PLASTER REFER TO DIIA5.1 -- _ I __ � - � - I I //: � /i .i = /.• '/ / r= -_ rp r /, ,,. - -_ - i =-_ it /i rr / _ r•" / / / _ r !i %i _- _ rr /; t / = i _ , 10 NOT USED / / / / '" / .� r '/ / _ • . / / it ;• �- // r�, ,� / /. - 11 PREFINISHED METAL PANEL,TYP ALUM STIOREFWJNT SYSTEM.TYP l t3 CURTAINMIALL SYSTEM J - � - - -- �� iri - _ - - _ � � •, -- - FIRSTFLOOR-- - ----- r/ FI GLASS CANOPY ON METAL FRAMWIO.OL4 \ I 1 16 I 13 I to DIT6RM LIGHT U K.1 I I I I I 1e FDO-DAYLIGHT,SEE D '.CVA3.2 t J rAHOPY CONNECTION OMITTED FOR CLARITY. 81. SOUTH ELEVA 011e- BIIILDINC B SCALE I/l,-1' RI RI � � w D4 _D1L COAfSI�.TANTS Alis N c w A5.1 Oat Ass SIM. LEGENI.� SK A&; T.O.VIIALL SOL 4 • E To 11 T.O.PANEL 11 T.O.WALL T.O.WALL - /1 OPUS. -- 4"--� �g ar + ® THIN BRICK OR BRICK VENEER �a A h b ft& -- -�=--- - -- - - .PANEL ;��,- - -- - --- _ — _ --- _ r-_-_ - -- Engi wom,Inc I -- -- - 3 - SPANDREL.OLAZINOr OL-2 OWWRI - THW FLOOR e THIri�RooR T►xRD FL.00R - - - - / / / ' - -- O -- - -- - • - • I 33 Lu W SIECM FUM SPEC=FLOOR SECOND FLODR /, / /( � 2� ---— -- --�/err--� - - -->l�,Ea 811 P.00/0 :/• •,, ------ FRBT FLOOR FTRS'T FLOOR �_FlRRT F1tA0R - - Li 90 L3.0'-0r � I10'-0r - -- - PRoIrECTAAAE Z Cl. L L TIP. CANOPYAT MAIN ENTRIES C� TIP. RETURN WALL AT MAIN ENTRIES C3. SOUTHWEST ELEVATION- BUILDING �' O S9CAtJ'r 1U1'-1'4 r SCALE vm■1'4° SCALE UB'-1W Q L w 04 K D5 J A6,1 A6.1 Abs W tt tt - - T _ - - - - - - - - T.O.PMS _ O C - -- 3 ca i RfIll" I I FDIBN LEGEND f THIRD i 0, Mlewiol CadFLOOR- EL2rl ! 1 PAINT � 12 P 2 PANT PANTmw • I TNl1 ONCK L _ 3 L--- PrArtmem AL SECOND FLOOR I (wn*mWhixW 122206 - � �_ 12.2.0!1 �wwer.• APO - FLOW - W20�ECT. 206170 R C{I DZ. NORTHWEST ELEVATION- BUILDING "B• scNL. 1A'■fIr A4. lb � r D M 1 : B 4 5 rawu.w.�r�►.. •M AM,r,w^� s r a7.,'"R':5'.;"Tn ,t r^!r!ir., of.. -+q!Snac*r tTlrtq�pR ,�,,pM�hp^IS.f�yP'N �!�'.a:. ... .. s..u.....rsmwye.**a.rnwwu„g+rwr•.«.i..«,--....... .,, z -+uP'1�'+r”. r.:.•.. .M.•-- r �T "Ism il:� r(fr� . ,; `...."�,,�:,�.r,-'^�`�~`-• - �jllr��� l��r�l I�III�I I�I ISI Ijllr�i ill ISI ill ISI ISI r�r I r rel ISI ISI w � ' ` - jl --11--.!—z1 r T7 41 I F !--8 91 I X101 R N0.'.Art' M MET w . ....,d E L L S8 L 9 9111, llll uullill IIl�1W ullI �allul, uullu uuluu uuli�lu�uu 11 �lll I111�1i1 lllllllll!lll�llll IllLIIIII llllllll llll�llll l!lllllll IIIllllll �llii�u!u{ilul�ll� � • � -. ...-••.•-_....• .....+ _+ ;. .. ....: ._ -... . __._ ,. -. _. ...,.W..,.- .. .._.. .... _., .•... A+rt.11,v--,n...... ... .... .•. .. rv. ,r,...« ._ .. .. - ... .. - e .rwws.'l.n.. ----__ rli....Ity wr.+rrr w-rw._ .. --.. ..... .r,IrY..,- . r .. r. . .V•,M•,Ip-MIM"1Ir1Y[/rM--r. w.I. ..•!r-••IMI.. _.re• - atlC. .... - . .... ._s. .. ._ ..... -...wr+... ,a'r_..... n 45 L.NIXON ONDAR GENEI 4L NOTES OF a I- PAW All NON-NOTED MISCELLANEOUS ITEMS TO MATCH � ADJACENT REFERIENCED FINISH COLOR LION. 2 SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. y 3. SEE DOOR AND WINDOW SCiEDILEB AND ELEVATKM FOR ADDRIGNK INFrA NATION. n 4. WINDOW TO ALIGN VEIrnCALLY,TYPII;AL Uak KEY NOTES N. O1 THIN IRiCK SYSTEM n U2 BRICK VENEER-SEE SHEET A5.7 �3 CONC.TO.T-UP PANEL ~ O4 PANEL JOWT 1126 swsaalm �a NOT USM Shite 100 10 9 02 8 04 03 02 8 04 D3 C5 4 O r REVEfs-SEE A51/16.3 PwwtlapA OR 97203 A5 •. .2 A6.1 A&I A61_ A5.k A62 Seel Qi 1•REVEAL.SEE ANA5.3 Fax.303.221.2077 4 10.1 s➢.1 8.1 5.9 6 5.1 O ADHERED ARCH.(X)MICE,PAINTED � A T.O.WALL @4e EIFS PLASTER,REFER TO DIIA5.1 * -T�__.O-VPAHB —`-_ _.- — — ----- _ 10 NOT 1M �- - - — -- ---- PRfFMD METAL PANEL TYP I — 12 AURA SiOREfRONT SYSTHA,TYP / CLARTMMALL SYSTEM (X-4(X-4FAI� 10Hi MAN CANOPY ON METAL FRANMQ � '/ / 16 ExTi LT j O I=-DAYLIGHT,SEE D',l BVA32 EL 2e'-0" CANOPY CONNECTION OMITTED FOR CLARITY. T, f LEGEND CONSULTANTS SECONI)FLOGIR A, En 0-0,-*4 OPUS. NICK VENEER Opus Architects d► �' ;! .% �: %: / _ , / ri s r;• �,; / = r, / / _ / _ — / / / / — �, _ r, / / _ - MNNDREL OLAZIA OL-2 FiVineem,Inc Iwo - O*?&R + W 10 o I V Q v o • s82 NOR ELEVA N- BU /NG 13' ! -a �x V 'jca oac A B 02 C 03 DA 06 D E 02 F G C� S► A52 A61 A6.t A6.2 A6 2 I Sim. 1+ A.9 13.7 8.8 E.3 EA F.1 EL 4r-Cr� PROECTAIME AIa � I A, � A6 3 O F�fTERIOR F►VBFH LEGIE1D - r� FinMh MA�rrlr _ Color Nair - -- - } —_ - - - _ ___ -- d - -- ETML.��OOR � �r P-1 PMR PAN1 d Fk4as PAWi, / / W 14 SECOND FLOOR -Tr -S 1 FF FFLOORaw s1A1•r71Rt � � I I I • I 1a ` . I I I i II C3. EAST ELEVATION- BUILDING 'B' L WAIF :W-1•-0' L I I _ I l 1222.oe LgA1E; 12.72.06 mu L DRPAWNBr APO PROJECT: 206179 A462b 3 4 0 _ _-._... - ...._...,__. ...,...,... M, .........,w.,..R.,w.. •M1.�.. R ,.n„ ,,,,.•.-... ,«r.�•+ . . .,�,c«�,, . Tzr�a�. re�n�aees::r^�r•vi �rww.. ,a:,� ,. f _ rawt:-�►I► r l.t r i i i i r ( ��r r r i i I t"-n r i ► I •�i r'"i r•.i i-i i�•�� - �,.,.,r_. _ ... - ._ .. w .._�:. ! 111r� �H I ( ! J ( I I ( I I ( I I � .I► ►Ir III rlrlllr ilr NII rlr Ilr r!r ►Irrli r!r r!r rir ilr rjt ►Jr rlt riI e � WI uullul uuilll ilL!lu�l±lu!u,�uuiullul!unllu!uuliui 111114 r t. �,uu lulluu ulllull ul�luu uululuu uullulfl0u.39 t 3Q ' u711111111711111IM11IT1111 Iqe=•a•••nw�wll cq►I�1al1lawe`auw.w. w lul1u� :luuuulll � -Ilil � ;11Ii1l1►1II . ... .YY�iWA~IIA.we.wu...w•-+w.wwe.w....yrr...n.,-.ar..,yV..u11� a.r..,....N.en.ne-N'gw.s•wi......m--. -..,. � '� pP y .y i III- 3645 PATRI IA L.NIXON P N ,0 of o GENERAL NOTES - � 1. as tl ENATION=144.8 ,. r � - - - - - _. - - - -- - -- - ---- - - - - _ _ _ - _ --- -✓ r ti TO_P OF PARAPET � Q TYP. TYP. TOP SOF PAIL D' E``Z-C W KEYNOTES .. I _ 4� I METAL PANEL r.,oTEM. ► ___ `+; •`' ,rt: ---VM O2 81INGLE PLY QWF MEMBRANE OVER INSULATION �1 y PLWD.SHEATHING. q j �j I `.�/' I ;• U I � O ►til_FRAMING, T.B.POST BEYOND. REFER M STRUCTMRAL •. •� P. PRE-FINISMEO METAL PAN FLA:MING. 4 i •• Y�:,. i !?" -----i _- ALIIir!!YI/TA OPk7ttNlri ,--- ♦ a , TA,OFEIN1n �{ AOME�U ARCHITECTURAL COtRVIvE 1121 SW aloes 1i r i1 I S>wIc 100 •.'. rAb O E.IF.s PtudMA OA 97201 TeL 50!.221,1121 �' B1 i r A Az SITE CAST CONC TILT-UP PANEL,PAWW. Fm SOj.2I1.2♦�77 0 AL L*AINL*A STOREFRONT YII[IOW SYSTOL A I A I I 0 METAL SM FRAMING.BATT 04SUL W VNIOR wa11ER • "CEILING GRID. •'` ` 14 'BLAB ON GRADE. r / '•�':, �'�. I I .< M .i 18 I'RECI18'TCONCRETE CAP. I / h // 14 PRECAST CONCRETESNLL M 16 IMA BRICK S"ITEM AB 3 N PEAS1ER•IPM BRICK ON CEMEWM10tA BOARD. AU T SNL AZ S I �\ S 11 E.IF.B:JMAT TLT4jp PAiB Jow TV. ALIGN W BOTT OPENNG B.0.OPEN90 U REVEAL 4W DETAIL AdAea 10 ti•. ( I TYP. I O REVEAL•B NTS WTAL Al WJI M STRIICIMM FOR ACfIMI W M I I=Ste, Al I '• .,. +�- A�S _ ••.ry I CONMSIrLTAKM w -- — •i _. _ .— - * - - aj'r - r~ SECOND FLOOR Is L a gra opuse .. A63 I i' I :y I opus Afddft& EJIpkMM IIIc w. am w TA.OPENM',NG -- '4 TIM OPENING TYP• r r LI •�.w uj ALK# WMUUJDN TV. 4�1 W /•�. ,fit �' 10 4. � w Cs r :t At8 S M V co uj G ; N.OQ OFEISIIo A AUop C4IMPRGAICT - - •, I I '''� � ANTS I '�' SEWW RDW C1 lM. IS us f , _ T.O.OPEtINfi 1 r Ir AI/ • ," j C M � AZA ' I M1. SNW N" r 14 I SM �1✓ 12 o !t a N 1 M FSMT FLOOR 1 It 4• • • • 1 N."1fC, - DMJ .•.. •,•. •. 1 pRAHMV BY: APO • :''M.• ll�Dwc,1 FORNOTEB OETAt 1 _�.. 1: •� : ••`:. 4 �� p 7L) 'fARIWE Sr AND ON�M SEE DYM 1 FOR NOTES,DEi'AS I •' • • PROu M170 l TARGETS AM DN�1011R U�N'ImM(M} OEINOIIA7iMM I>� J D1. ENLARGED ELEVA77ON DETAIL D2. WALL SEICTION D3. WPI LL SECTION G14. WALL SECTION ! srwRE t�t•-0" arrlr�: fIl�f-0" arru�"'A'i�a+•IL L3.^-IIF• 1F?�1�-0' I A5w o 1 ml s .4.. : II- 1 � a.gr•aNwu•Ivr.r� 1 ��".N '�+�R!�Mre^a?`'•!�rM..,^.'MTrnlxr�y.rnr+krvalny4vylctll�rsrw ::,.h!r:.s�rw++y..+nu:..,r�;roy:.ni+�.•,;��Mr.'!.'�'alYt7�'l4Yf�'�lrpp"r.•.._,,,yy„�+r•.+y�.�.rz. .,••.. IF �1�T �$ I�r� I!T 1 71 �IIII1�1 11ljl�irr�fll 11 r�rlrjrll�l�i�r+l�r�r�liijltr�l I�11��r r�rif+1 r�ij(11 i�illii �' / , �. d ` I I II e I BI 110 I I Ill 1 (. ,iZ NO.36 ..jig� ulul. ulil uu1>ll Ill u iiuih Idiliui uu u d»�Iwuuu u�u u��u>liiuu suu iudui�Illiiui , . �� �' • aq-a.....•:w.e....e.wm•e...,._.:., ,...w,w+.l..+..r...,_.—. .:•IYlw.+weM1...t.. ,.+r...w,n....,m.. -=- _ ....n...,. .•..•r.w, - . ..,r ..n.rw.• ..•..+.r.rs +.rrrlYt.•• • M'w/tw+w,,..",.r„'we.r.. .._sr/M,ww*+sAt..-wr.aat',.,.�ly x. .,.,,.r 7Cs..:.-..._ - --..:_ - .. ...,,. ..,•m w.:,... :.,,;.•.. .-•L-:.,•.,:..,t«.s"!'...w•tw'• h. -an-...•--..n•w•e,«: ,..,,. .r-..n..,c:,:.,w } .r....,._...-. uwwvlr"..w,i•r_.9..•rycl.i..•Ai/-w{I.O.R.r:v'yW .r,.. •..b.,..-T..,-..r ..•:.,:,a�'.IYM'.MMtMA+Mw+r1YM1•...+f.+Clzv: 1 Y. l I+ I I I I y _ 1 45 4PAI),CIA L. IRON [� • T U All F Q S _ O TE GENERAL G _ AA — — -- A32 EL ,. -00 ELEVATION A>)s TOP OF PARAPET • r _ - '- - ti _ I— — r a I AU TOP of PAI�B. q EL.•ra _ I a • I 1 — — � I 1 r A•: ; _ '.-' — / r• Au °i 1 � � I -----a--r I a.a-T KEYNOTES - Au IETAL PANEL SYSTEM• SMa.F•Ky aOF MEMSPAiE OVER 0MILAIMN. of MTL FRAMMIO,PLWD SIEATHNG. COUNTHi FlASHINIM I / I �._• ALT � ALS I © p1E MMBHED METAL PAM F As►INci 1121 SII SahI1o11 ADIiERED ARcwTECTURAL CORWIE Supe loo I I 1 -' _—.__ 1 Pordam,OR 97205 OT E.I.F.8 TeL 503.221.I1II ^ T-UP PANEL•PAWED. � errE CAST CONC n Faz 303.211.2077 I -f I _ _ I I U AILi•rxxl STOREFRONT vhNDOw ereTE11 i .ARRIM a STUD FIiM�'3,BATT MlreiJL. WIVAPON AL I 10 MET I• i'�lil I I 11 OWS AT CERM OW. III i I i 12 SLAB ON GRADE_ i I t>f PRECAST CONCRETE CAP. i A I l S I I ,A PMMAW CDAGRETE O L. I I O I I I u Ttla tlaac sreTe+ it I _ eaRa I u Pt�r� TM elllrx ON t2DENRT10Ud „ I O i I ,i CiSiTAM rvAll sYsrt]L I As I I O I � I _ Ab.a A61 A< ii I REVEAL A SEE DET Au t• I I ,• REVEAL-B sEl:DETAIL A51A6.3 I — I UML I 20 REFER TO STRUCTUIIAL FOR ACTUAL SEAM JOIST I O COA►Stll_TANIs D2 I OL A2.S I rllAaNrl�TM TION ON MiFY1LNO cx.IP. i OQ SEn010 FLOOR 2Z AOOUiTIC wLLA O A2• • — _ a.tires — _. 1 2sf 9filQttcANOrr I — - o : OPUS. ` , 22 EWneers,Inc j 21 ------- + owmw uj . I a --- - W _ I I V I I I I a I ij IIIA Ir I Or I W W W y w vW Z ct Ail.S IT I I � W I I 0 I 11 ..J ii r -- W I oa II PRO;E'CT NAt�E % i'► I 46DOIDEL FLOOR r Az W (/� .Ili li �r ----- _'� I op I J it I � I,l I I I ' I ---'-- i I li II I I it I I A1- I I _ At.S I •1 II I � I ' As I SNIT T11Lt I ca I I I 1 I I I I x I I t I I �ce 1 VO of A l FM FLOOR - f2.2200 222.06 of ` ELoa — D"�-- I A2 S .. , cwm Eft r U ommer �t' _• ' ' '•• .'• �• ' i , PR(L1ECT: 2061T61 • •• j•.�' �,. .. �,� ••:• •' ,• • ; � � �DS1A6.2 FOR NOTEe,OETAM- SEE 051A$2 FOR NOTES,DETM. TARGETS, AND DIMENSIONS • 81O OSIA62 FOR NO1Fd DETIIM. 8�D61AS2 FOR NOTES,DETAIL TARGETS, AND DB@ISIO NS DE WWW A.PYP1 TAROETl1�. Me OMI!!S>N= D�IBNNTID ASN(TAF40M AM E OESIdNTB1 N(TYPjI DESIIaf1AT��M(TYP► A50 2 D3. WALL SECTION D4 WA�,E; SECTION DS■ WALL SECTION DZ. WALL SECTION � � D1. WALL SECTION - amm. +�+,� 1/2%1 eGIIE 1/1"'�t4 j)♦ ...�1••,r,u.na..,ra ' I i • E I l D • "' , .,, ... r --- �;, �.�• i� i1r�rlr ililrji i�r'�r�i ��ilrjil�jrlr�r ij11'jilijrll1� rj � tt l.+�Q;•',•: .r., :-r,t-•?:.r i...e" y:Ysa:. y.,;-.e ytt ....•...a.`. -wr:-,.:.rrie,.,.«.,..,wr_H.s. - ,. � � � —, rTt r 111 f T1 .. �.' ,� rl S l p j 11 ,1� r` f _ r 30X`, - og ' lluuuluu utl� Wduu u�u lamb" a ju>liu> jnjlj ` ;►►��uudjuuaj uuli juiluj uljuj uu uuW iluu ujilui! luluu 3, 9 b t , � r ..-wr.rYwO^.a+- - •^,V.uNt WQ4M1i.!" nK....iin• !Y'r R...�+--•IIL'.wWY. r '•� ��. .r., +eY.►...wanFM......"'M....e-.+.w'•+e".....11._aRI.R "-. ,p I i I tir.: I i F i I I II' a y. r�. 00 SWIP.P FOR PIA18 Wid45 jow ATTACHIA9IT ANCHDR BY - • • 'fir'- PAT Li i A L. I WNDOW YAMS. • ALJQNWsm• • - -� •'+ 4• ALIGN YIN 60TT. up urepwsu� • -,� pr R 4I(A 7s p Vr 4 4 WEN Yo 8T"WTURAI -� • .` 1 • LION 4 DWG&FOR WMATWM 4 , • • of o Q — • • ,. 4 4 Q 4r • °n .4 • .. ° • • DRP — -->-———— --•— ——— — I � REVE/K TYPE•A• ti I •.e i •° r _C4 _ •• I0 A03 _ •• O ' q i is s 1 4 EXTERNAL MEATI'rNO, .° • q .•.- ,•, EXTEr"WALL FPA1ri0 PAW •• :•• ri ir WAMIWAWALW REvM TYPE it 1121 Makwo y • ` v SiWN 100 Padrl�lht 97203 �• Al. E.1.F.S. AT PAyIL JO�IhIT AT. SOFFIT A3 E1F8 TRIM AT RETURN WALL A ADHERED ARCH. CORNICE DETAIL A5. TMP. REVEALS TeL 303.221.1121 ICME FIAT. ecALE t UrwV4' SCALE rit•a �E: �,,a• WALE' r•,� Far.303.211.2071 A _ • µ d CONCRETE PANEL • d • t-Vr CEMENTtTOLIS • • BoAm. jd •' • ! i • e 4 . :. • • 4 " KtERIOR SEALAW 1 •.• • • TOP OF BOURSE •it a WE EMA51 * • FOR NEWT a •' •. ;• •d . . d •. .. i . • , o • • •. 1I/•�P(CANT) • •. COIVSUI TANTS •. • • • •,q i. • • d A � • • • • / • • •. •. • • 1• ° •j • 4• • -ATO RT,APPRODC,-+,.. •e• I • �• ! :• : / • • • i le fir • t�vr SFJIUWTJONTM alOE3 * �' •• •'° /1 opuse • aff A1LAG.3 FOR PM1� �.•--THs`!dET SYSTEM, .:• ,'• • � • _ . ADH4FJE YRIITH TILE YABT IC d SEE A CONDITION FOR .. - ° . '�Uli Arddbda 6 • d • d SAc�A ROD A SEALAW Enginawk Inc • ' • `� . d � +TAR I (pPARAPWONLY) • COW PANEL-SEE • STRUCT •d 4 • D(TERIOR d - SACKER ROD A SEAIAW aHVH • W. EFS DETAIL " SECTION B3. E.LF.S. DETAIL - PLAN B4. MASONRYAT STEP BACK- SECTION BS END TO END PANEL O JOINT Q �IcALE: r•ra scALE: �••ra scu`E. i a3•- scN.e: TOW V � W6 d: V w M Lu 1. t., . , ..WERIOR ;,` q +� -- BACKER Roo a SEALAW . 4 • • • : ROD AND SEALANT • • *' (v PARAPET ONLY) X co • I • • � •• TO BEJ1L1 BEYCk.."� ;.q. •• •• ' • � , t •. r ! ' • / V '+ • • • .d '• •. — • •• �' •� YASOMRY CAP �• , 'e' CONIC PANEL-SEE O0 m • d « e ____ ,.GA FLABI" -_ e• ; ' .: . . sT>RL,cT Z Z a • a -SEE AUA5.3 FOR PANEL a • . PORIr06tACENA q •; ; CL FAd194MATSr •• • 1 JOWCONDITION • • • ' I ,q • • ♦. • • • I • • • e' TOP OF COURSE •4 • e •. RAlB18,ROD AND q' • le. • q • • • • • SEOT>l�� ° •q . ' PRQECT AIAYtE • • d i •, •.. •�• , . • • FORNEXW ALIGN WI F.O.PANEL •. . " I GROUT AAOI�MORTAR • • • >: , •° • 1183W • • • • THOMET BRICK WOrTM •'e , .•� T- BOA TOOLED ' FACE of ELFs '''; • • • • +. • 1 ADIETLE WRN TILE YA9TIC ' ''a FI NT AT • ., • V�BEYOND q a • p 9ACIIIUR ROD A WALANT e • . .I , FPiI •' a' •': GROUT4AOLiED MORTAR, • I * v' •, • .' . TOOLED. • ' .. I . • •. • a. ' . • „ q. t-Vl CEYBAir10Ud .4. 1. - - a • ADHERE WITH TILE MASTIC • 1. • • ; TL#SET BRICK SYSTEM. •d • � •♦ [�� f.. • � WARD. '•. ,• � i , • 8Tta3.� � ! • •. !� � • \J � 'A a • mi TO ; •. • �+ • STRUCRXRAL A',REFER O J ''• .. •,' ' .• oumm 4 '' ,. A. . ' G=ff4AGGED MORTAR, I TOOLED. , SUVED ,• . IL r •' '•• . . .. DOWN~ l • '• • •R d Cl. Eo us EIFs✓Bl�c�r c2 CANOPY GUTTER AD"�'orno+�'�THON 1� �� C3. VENEER PLAN PRECAST CONC. VENEER CAP C�. OUTSIDE CORNER PANEL JOi11T WAe awa W.42 3M'-r$ SCALE: r•,•-W BCALE ri1'4' CIM THPI-SET BtlQf SY8TF.M• --- SACKER ROD a SEALANT •, e A• �, ALXRERE WTilL TINE BARING _ ANCi10R BOLTS IN EXPANSION SHIELDS 1'ftILIT • •, -��- OF 2'FROM TOP i BOTTOM • a GROUT4AOOED MORTAR, PANE. �--- S, , ., . ?OOZED• TFlIB�JCK d • • • • , ° . rXrX3•X20GAaJPS --- ; . : • _ _ D'4'FWI FLDOR : • 10 ro O.C. �-- e •" r 1 4 —RA 1 IJSUL ON 3 5/P'IM • e ( • • • • ! • + 87_08 1 • • d, MOMa 1100 No SEALANT a a•.' • . QRADE,SEE LM 1 • ' __ EXTERIOR - qYP W(PER TENANT /� - e ".a r _ Mr,RovE*l1n I�,�mrfrw/elariy 122205 ?4 PM' e' ♦ : I I I I I I I I I -) I r Era oN(2)31e'EXr OYP I VA TE 122106 :.. '.•;• : .. * ,: � � � I__I I I-_III ! I - --(VOLL,De� — DH,J d r I � I_-- • •; • ,:... I I I I I I____I I I ( ; J ,CENTER DRAWN 91� APO/TNI( •.'. �• •.•. a . : I--I I i;-I ( III- PLANE GLAZING � f 2116l7P I ( I W11 BATT IRUATON •! _ ON S'MIL STWP, 518'GYP QD :• e • I, j III- �� • A4' • • • I INT>ERIoa 1!)GA CONT CLP a wft D3. VENEER PLAN wow FpCe, CF 1:1111101m . D4. MASONRYAT BASE A5w3 DS E/FSi CONC � RECESS DOOR SCALE: 3M'•1••II' l3C UI - r_11-v SCALE, 3 all-r S 3 4 ewn+�..«+�.e.a•rsw+ n atre�4p•�«�rm•r•»;:•r.• r�•: 'wro.!-As*nrr fpr,„ r ' ,.�la+ra�rr�tew-.are.�'nR+'"�PMPr•^•^Y� x 'krrc a. 1- .... ,, r .. - - - -•�'�•,.w�!f►..;w,.,',.m...- „ �:�� .aa -� .-___. .. - ...__.. ... .. $3�lt•'4e�dl"•�e!�i�+' ��E�flT1E� �' - dA�"' •.;.:rc.,w =a..,. ., 1 r 7 1 1 i l T I I 1 1 1 7 1 1 ! 1 1 1 '"""a"`"" .•r.r r~""""^"".r ` r 11 T 1 IF r i`��1�r 1 1 1 1 1 r • i T'I l` I l l l l III I I I I'I I I I I l l i l l l l l l l l l l l l l l l I I , • `� 21 � 3111 es� � � � ( r ►,o1�, h� ayk "y0 Ire F1w .wr�n I S _ _ 30X_ N0.3!! .., I Ell I I I IW lgl�llll 111i�IlUlllll�ll ll 1111 II�Wjlll 11111 Ill�llll lIU ll! 11111111111111111 Illljlll 1111111 llll�llllllillllll lllili l !11 IU�Wri,1111121115-111111 y - .: .w ,.rw.w..ww...,.+w...•..u•w..uu«.as... ..n+lAn..W....:. rrr..sa.+...,rsn.,..n::»-mw.nr........«,.-.•.w 'r+w+•M*rr.-r..+w •.a....i..c vrs:nr..w. �(} '� ' -•C y_•Y._. •.r. + +...... •e-•.tt.s...-..,.wtWR':•+I+ar++nr..... -.., .a.nCL.4:.• .w•u... .Ww,.+i,lr. Lnr. ra.ron+Mrr.n.,W,.n..�li`iilc>• ' +r•TM'e•M,•+,i"M..r,lR av,.-r♦w•w.,,ry.-.+A.n .yy+'r.....i^W+WII.'+bif4:.I•Y n,..:. _ . .. ... .,.r.•••W�..�1YI.a ...,,,s..- .. - .. .... . . -.... - .-'nn.r-^•..r...w•we•...W..w..n,•-.....«.a+ewa..r:w...,-..,. _. .. _. ..,.rw,...• .. .............. .......,.u..-..,......v...x_...us..r M w.R rMr.:..+«.e.,.4 .. .weexea. .. ., rr nss.n+.*r+f A.wr.•,...a.+w.a,...•, ..,. - ,,. ,.....,..r. •`. .-.a.:.�.:=sr+a+rrraM"'•a'Ywl•+!➢MFlyll�wn..+.=mie•.w+rww•wn:we..••wno'r••,...rox..•.•., M•e+..w�wrs+dR+eww+ .�_•--»e_: cr '�F n 1'`t6 \11 y•. w i I I IIIM 3fi4 i 4 P ICU L NIXON ,GENERAL NOTES _ �F 1. 94 r ELEVATION=140.9 � a REFER TO RANG FOR FUMED FLOOR ELEVATION. 2 ALL DOOR OPEwom PERPEmoc"TO WALL ARE r TO TIE ti W LL L0i01 n lig PCEY NOTES raw MTm 1121 SW Sahwo4 &W 100 � 12 portbnd 01t 9720J �. I Ash A, M _ A I TtL 503.'Fin ° _ A60 A06 Fa.303.221.2077 b 8rANOt ON s7AR 1aj- A�e I A6 0Will t d A0A I — al a � -{:�'� A1iA 1-el A00 ,.�.�AU A I C6 iULIU- �1 I I Ass I r • ^avSMTAM 2r42W we 9.6 lw L 2r4 MC M Aq � AirO OLEA6.0 AO.� 0 P U S. 81. STAIR S1 PLAN- THD FLOORTHIRD FLOOR oPA Amhb a a so" w•IWB2 STAIR PI.�iN- �r-V R- UP■f t0• Ef 1D1110wsfld,Inc Oymm W Bit A3 �y AU was _ 7119" --- - - - -- - _ - -- - - - - - - p W W y W , 1 _ -A I r Z MAlLO A4DN1 V Aye NN \ /w • SIAR/r 91 im SrAAgRAMR 1 O y A00 I A00 29 I 1 1 Z W I. a I ..1 it Q O AU 03 03 -9 - -- I—--I AU AU I i AS IT I Atte PriOuECTMW I ` 1 • M WA v \ I v \ I I l CLEAR A" Q M 1' M t TM.__ _FLOOR# Z cm:fih C1. STAIR S1 PLAN- SECOND FLOOR CZ STAIR*Z PLAN- SECOND FLOOR8=2 Iwo IW BGALE iN••14r cl i q OPP W V , 04 co \ ca cm M� I Y / s' FuooR A6 0 AUI - I t ------�- ! -- r ' — �N�r mu � 1,9 ol UlisCf drAR/l AL I ( STARN AU I— far C0 — — — — --, at -- I I a - I _ I _ ! ol WA cx Cs 14 AU7 a h4 I -- A00 I a UP �u,►�Il►.w�ro, 122208 I I I Lam— 11MOS I I I OE - - -- - T I_.�a►r ora • • LftM+irer.• APORN!( 11MAUDO'WEA -EA WF 4q `'f 7 r' D1. STAIR#1 PLAN - FIRST FLOOR 02. STAIRPLAN 02- FIRST FLOOR saftE. two ra two STAIR SZ$ECT10H rrmN ato�wwD r1GlE fAl'■� A5n4b DMI � _ =,..a.. .xrn-w. ^er�.wr.rWrawter M._;.a,•,vn•.. ...; - - ,�,,., ti�"a.!''' ,. ..,, i.8rxn�G. g�,, ,.,, .,;.r�}t��llFCi '.(.Zi(e 10 1 I 1 1 I I 1 III I I •' >- . L.»+:�. .�.nw-�r.. , .;a:.. ....,,-,;.,:+•wx..n..w . . .,, ...wwnu...:•a ;•, ' - ._ .. ._ ' �+ _. . , ..,. l 2 0291X I oil i' T y � utt u uul ml�u ,' alto udu � ulttt wtl ult�` ��►1 utt uiult , A � �� �, I. i -+y......e^+..-..w•.c++.s-.-.•...+r....pwwr ... ...+..,.+.w..,....._............e+rr..... ,...>•...r:c-...c..._.rve..-.r.:....r...•»........ .....w.,rr•....w..... ,,.. �'. -.r.. +w+..+w.-+e..,.o..r..+..,r.,.wrrf' .. ....rw.w.vs-.wf+..ea.•..w,.. ..,.w........«.,s..: ten...--... ....-........_..._._.. ..,.:.....rnnn.nrw. .. .,.. - ., . ..» •..ni.Yns-.wsr rwas...u.w+...+ono+r.w..r. .. .. .,.,r,.. .. +.�r�.wr+..+wa.,.......w.e a .r ..:.n-..+a.r. 1.ww.M.. „n.. ., .. _... .._ - r_.r.r .. .,yy.,.- .. ..,.;. ..:y.: .., . <.. .. -+Zwun.wAV+M'Y..v.,�ri ..... -..w•.o._.:..r.:.._ .. ..o.w. 1 1 1Pdl RADI<ISATBDS ))3645 I2 �- L'U PATO CIA L. IXON FACE OF t3YP.BD BEYOND ` 11O.D.STS PIPE RK M AU --3W X I W STEEL RAT BAR 7 411rNKCLIt D/ I \ 1 Wr OD.STEEL PPE _ - -1 tQ'Oa STEN PPE O,�' I t t?O.D.STEEL PPE I W�iiAL • • ` � � HAI�fiAL I HANDRAIL SYSTEM TO MATCH ` i► 3Ar r a„,�,„L SYS „ a GENERAL NOTES OONC Rte TTDIID 1. 0'•O"EIEVATEON■110.9 r-lW ABOVE TW \ ` TACiILE VANNIM Siler - --- REFER TO PIANO FOR F�FLOOR ELEVATION. -- TA / — �- ANOLA SI�/�RT' --_ ---- 1.12 1• TREAD 11' tfr RADBM AT iIOrIO-M --- TOP OF AAr (TYP)PROVIDE SLOMAIG IN ~ SEL ISCILON I WAI. BEYYOND EL SECURE AS RECILARED ft ir •r' 12 GA STEB TOE PLATE 3N•OIAM ETER STAB I $T�SUEEW ! I N WELDED TO POBTS EL SAFETY AM(la(W�OR . _ STEEL ANTEIF o•PLACES(�► KEYNOTES \ $iEEE.l3B[xE/BRACiO:T \ l--COiC IANDMIO I FACE OF SHAFT WALL O1 BLAB,ON GRADE I FM.FLOOR(IAkJMO - NOTE GRIND ALL WELDS A —� —! ,_ SMOOTH AND PRIME PAMT, SUMPPIT 11r' L11mr ` t . :, PA 8?d"OBea O IYELLOW PiT L WK OOOWWTE Wn EUV.MAN(FACT. I e4C M AS REOQ \ �` STEEL S'TR14GM BEYOND ! FOR LOCATION \ STAIRS I EYOIO r- r x r x 5(W STEEL ANCHOR RAT WL TO 1 1 O IIEfER TO MECHANICAL FOR S�AND OPENMrci SUIPPORT NEYOP40 \ SENT STEEL RIB6t _- -3 STEEL ANGLE TW.-*40 ANfIIE EMBED 1 1/1' STINECTUNE(TV" +n AREA. 1121 SiVSab m y SECTION ELEVATION MC 12 t WA W OIO `� � -Cox 116 Smile 100 1 1 REVATiON I ! 11 �� Portlar..�OR 97203 �• TeL 503.221.1121 Al. HANDRAIL AT WALL Al �i'CAL STAIR (TREAD S RISER) A& GUARDRAIL AT TOP LANDING A4. ELEVATOR PIT LADDER Fax 503.221.207 ° SQAB r"w �F r-'w SCALE 1%44r $CALF: SW•Td � A 14 GA DOUBLE STIR RAILING EIEVONo BLOCNK TYPICAL �. ePwce+I / —14 GA DOUBLE STIR I / STRINIEee SEYOiO BLOCEDNO TYPICAL LMMIX 1?RADRIB AT NOSING-TYP / ' TACTILE WNltiIB STR!! O OTH(1)1/t LAO AT EACH ' r! MACH.SHAFT STAN t 1?ODST�RAL i � WNL'.Rl®METIILPIW � EEYOND- i' TREADS M � SECTION �---_1�ooLBLFSTUDSLTKW ATAT3 STS PcAM-RffER ro MC 12 x 10.0 STTiJNOE3t �' I $rRUL'tLIRAI.P141$ r TMP• COAISLN.TANTS SENT STTELPLATE '' 2 x 1 x Mfr STEEL SPACER LASER I ACOlIST1CA+l EMSiItAT10P1 ANOLF NE1D ro EMBED E A END ll LANDING HAN®! WILD i G M SMOOTH-� OWC LANDING r DBL` /1 ATTACI�1"PERBD�t 1 ,' hJ1 : 1 ♦ OPUS• DESIGN. REFLIN ALSO TO OONC•SW I i _ FSL PLOD _ DETALI264 3 I ' T.0.CONC ELAS _ . ;• A2 EL �SExTTON I e.• ...•... A6 S 314'O R00 RLAIO �Sneem Inc di 10 4. A d . d�' PLAN WE STAN SECTIONS AND , ° •, ' ' • • �I B�aARrEE�PLAN64$i1ET CO x 11.0 � AS^FOR WILL TYPE AND r x r x 3r•STEEL ANOLE; � \ IYP� WALL ABIBEBLY DETAILS, r LONG w 6IBr DIA,WEOOE MC 12 x 10.0 STRINGER- o�Tt ANCHOR ` W B1. INTERMEDIATE LANDING HANGER B,2 STRINGER AT FIRST FLOOR B3. TOP OF STAIR AT \ NDING t � B4. LADDER SUPPORT g 0 �Lu 0 0 BOAR I urc o $CAL! I lQ%`I4r SCALE t%tld SCALE: I I r ull-W I v � 0 ea F 5 WayA W Cl Al ELEVATOR SHAFT ; a M z 2 MBIL EBtAFT/ I STAN 11?O D.STEEL M ALS / I TEilA11T j I FINISH ENE OF WAIL PPE MTL SAFETY CLOBINE BY GYPetII1 BOARDca III I MANLIF I Z Z m VIII I ooNE:.TOPPMo �trraT.$� Z � W CEBJMIG. BEE 0 REFLECTED Q I III I PIPE ww•IRAII �_ I CELM PLAN I III III I T.o.CONC.LAN01411 V I I I I TiBRD�001t PRoucrr MALE I III I 1 1rr OD.STEEL s' - I r- PIPE POST i 1 I III I ST7$PAIL LAB DE0 BEYONDSTEEL ANGLE,WELDED I I I � -ir II I I tANOS10 HAMUIEIt ST� OOiIC I/MDBKi r i''' I I I I• I I G r i i I II I I I /'4 ATTACHMENT PER BDOISt FN.FLOOR DESIGN —EL.M BE i • . i I II I ELEVATOR I I I MC12 x 10.6 STRONGER • ' '► i DOORFRAME I I SEE STAN SECTIONS AM I I I Ica uj E MLAR0®PLAID SMT Sna tPAK A^POILWALLTYPEMD \ _WARD® g� eE p I II I WALL ASOMY DETAIL& +w ` InKANDLIL x 4 x WIS'STEER.ANOM I I I I I I O 4 ��� � axils \ WERDTOE EAEM i ii i I II 04 I I ~ Cl. INTERMEWTE LANDING HANGER CZ STAIR RAILING C3. BOTTOM OF STAIR AT INTER. LANDING CA ELEVATOR DOORHEAD F<ooR Q SCAR I WW4r SCALE Iwo tIC11LE: 1%1'4r eE�: 11Q'o1'? SECOND J II J c � II II II II \� 31rr � STffi.PIPE GAU,'LDRAL SENATOR DDDR I I `�-------- SNIET 1TILL —11R'MA$TE Sal ASSEMBLY I I 1 1 Ptd Q4W AS I N= ( I I STAR -$'TLB PPE HAI�DRAL I I I I I I — GAIBEDiEAL ` I w I r t lrron sTEB - I PIPE HANDRAIL ILAiDRAL OOIIC FBiJD ZETA PAN `►T�F F. - h 1 I 1 I - TiEADB BEYOND ;,;;;• D I I D41 VE FJFY W .EV. gj b x' MAMP• EM FLOOR A BMLY _ FIRST BOOR A —_ ti PROP6tS 1,&&m* MV ,22100 12 GA 87TEL PLATE CLOSURE, p �. WHOM MA All I I I DATE. 12220e WELD S GRIND JOSr1TS I I SMOOTH i �K"m r x r x 3Br BENT R-RELI. CONC.wiDMo STL ANOLE-VEFIEFY ME► — I I - - - L_ DFLf WIDTH OFOP9 NIL ATTACH CONC.LAiDMO ELEVMANUJF- TO 2 ORAWNAY.• TNWAFG w POrEDeI OIr1IBE h STW=AS + • SUIEP Prr SLAB FK BOOR '�� A -1 - - �(�-�j a C. FASTBEIld AT r or. -.� FSI.FLOOR AANDIN � RAS S / • • •• •♦ ( •.• • • . r • OOINTtlUf.TMN L� PRo cr' 2(1617Y — METAL MFETY BY l • 1Z 4A.STm TOE RATE � u ' -' •r •. . • .• WELDED TO POSTS ASTER ANGLE p . METAL NEPPORT BEYM - ETEAII ElErwo D& ELEVATOR HOISTWA Y SECTION A5s5b D1. DETAIL D2. GUARDRAIL ELEVATION AT T10P LANDING D3. RAILING ELEVATION AT LANDING D4. ELEVATOR DOOR THRESHOLD AT11tT�,00EE,ENMATBIMAi0EA1 SCALE: 1*21'rl SCALE V*1'ar ecALE 17-w SCALE 3%1'-W 2 3 4 L� S .. .t^,�:,., t�•-.t>tw9- :. i..'a"�M�II ''�' ..+zr.wh•..;. ,<,.: :.,,�. r, r•. .:Rr�lrHF4i'nax�:>'.M�P '►MIMtu7vgv�sa!gpdr,4'Nna'• �^a!`x"„v',_r•.. .•n..y..;V c.. ,..,-,r�„ i .. .,y,.. eeM!�'p!1lM�MV►^c` 5!'t',41�`1�t*,'�,.. . , ,; Aft-- max ,u+..c. r - ,1. ,. •. 1 ... •..». ...•aibf-•..+'•�f.-'',..•,w.+.w, r•- .. - .. - .... ,., ..._... . ..... .. ..._ .. .. ... - _ -... _.._.. w.vw, iw....,. .t , -n.. .. .. ...vx.o .. r- ., .wti.w,•e.e>.r i � � 1 � , •• T �ir r r rlr I�tlllr rll Ilr rlritlr r r r�r ilrlrlr rli rlr �Trlrlr i�r k ,.: •.� _:: . •: . : i � � l1 � 1rpt1�j ► II ► i 1 ( III9 II1 �. I 12 ox11 Olt � r . . _ . • �� 11lll11111 II111W 1llIlII�I�Illll I1111W1 111jU lllllllll W11W (llfl �ltll TWILIT u�Wl IIUI 11111W i Illll 1 1ll11 !1111111 IIIIIIIU e � •�� .Ma � - `: . • •••... .. "' • ! ...iy.,,,r d. t..b.e..-.. •_ .n.MJ.!-.M1.rw. .r .-•. + �, •41.Fl W .v..W. ......rte, v.niYlyYw::•wNMF .M wr+w-..r•.AY. .•aAlirsll .IR. 6'M.+ti.i8..l irell.0 IR .n...l 4V-. Oma. '!W SW. ..111.w 'lMr. MR.MIr.I .ImM.�.' 9 • ..•LAY•- "'7+ •+.0.". +•.T•-Y L•wr. ...LM.W*-KLM✓•r+r...nFMW.ML+WM..••.h.. 1.wLYN.u ..uw. _. •u,aN./.Y..s..... •rl • r. rile ... .. W -. - - _ a .. .r-su. .,e.•... -'. • .Y.. N 'M -... -...-e r ...... niL.1.:' '_'OJ.IMYfN..WR:r V.....0" •.. .•.'ll.+W"R• +Cnl-.. - . k. I t. v„ _ s---ADOIxTNCJiI L BMAATIgd � I 'SII'GYP.BD. I I I I r 0YP IID SHAFT LINER I I - r MR STUD 3645 I ----- Lwow.in CORRIDOR OR I I ' SEALANT- UNE OF STEEL TENANT SIDE I I I — PAT ICIA .NIXON ! —r MR 8T110 BEAM BELOW'- (xfNTTNtfE 1'GYP BOARD ! I t • -ACOUSTICAL NiSIlJ1A710N ROOM ! NE IATION I d --2-1 I I SIDE d e � Irr CH MTL STUD SEALANT-\ Va a d d --OONTROiLJT I r f CFWMIFL STUD, SEA ANTi dB•ow BD pF p ly ° - -- d d I d SRUNN R d ° d a I ° 4 4 4 ° zi Z%rI-TRCK PRIOR TOW6►4', AMOK BEAM I I I 4 ALL FNE SAFNa N I I - - -- -- -- FLUTES AYWE BEAM _ 212 CLP,EA SIDE(310 a q ST ---- I w1Ac) t EDGE of BLAS I I EDT-'uw I I . J T�dc - T-slBr arP.BD. I ! r Mn sTLfD I ! 'GYP BD SHAFT LN�iER - I ALL r METAL SSW I ! �-ASB�IyLYI(1#IR) I I '2-114!CH MR STUD 9EA1f REFER To r-STEt3 "• I I EA.SIDE ( ! _ 34V METAL STUDS I I fir GYP 8D STRUCTURAL n I -818'GYP.SQ 4'METAL STUD VVEL SEAM.REFER TO I 6A'GYP.no. I SIM BEAM BELOW ROOM SM ELEVATOW 84AFT 800E BTRUCTUYIL I I ADOUSTMIL. ! ----_ r CNM04EL STUDS r MTL STUD oft"TTON STAIR I I SHAFT I ( ' -ACOUSTICAL RIBULATIOw - P ! I ACOUBTV 1121 SWSabom I I BNULATx)Nl Sidle 100 �- Padang OR 91205 �• Tel 301.221.1121 Al 1 HR. WALL 42 STAIRS A3. 1-HR SHAFT/STAi►"ENCLOSURES - PLAN A4. 1-HR SH.ArT ENCLOSUPE AS. 1-HR WALL 91 STAIR LANDING Fay.503.221.2011 SCALE 3'ml'4' �— SCALE ,,rZ'ml'4" BULDINGV SCALE: 3"=441 `— SCALE r+■r0 � A RI CL �GYp CL CL r MTL . JM.CUL 6• 4514' CHANNEL ST" BEAM SIB•GYP.LD. I I . I I r O/R JfTIS1 LINE OF STEEL COTOiDOR qI BEAM BROW TENANT ACOUSTICAL - SEALANT M ATK>tl 1SHAFT UNER STAIR SDE MC#I SHAF C MSL STUDS -- ACUUSTI(J1L K�18ULATION - 1104NT GAUGE ANGLE 44Dd Odif11Ba JT � 1 I � ---- J TRACK r I GYPSUM BOARD BACMG d d ° - fist a".m I / rJ RUNNER�' dd d -- -- - - - - - --- - --- ° I 2'X2"ap-ATTACH TO --- TYPICAL NON-RATED Fft Q CONTROL DONT ASSEMBLY TO CONTROL JOMTf- - - _ STEEL BEAM-SEE STRJCT EXTSKIUISNER CABINET BASED ON LARSENI 87lEL BEAM-REFER MANJFACR1R11iC COMPANY TO STRUCTURAL SQA RECESSM 240040 STFEI Al i CLIP CLP ATTACH TT] 6A'GYP.80. CUP PRIOR TO TO 8 RUCTURAL I I r ITL STIR I I I W GYP.SO.AT BENZ ASSEMBLY AOCOUSTIC N18ULATWN- I I I ONLY011 rw CLP-ATTACH TO WNEALE OCCURS CONSUL mm27Q'CLP.TOP a W GYP.BRD.ATTACHI % CLP PRIOR ro TO J RUNNER WADOUBTICJIL I I BOTTOM 11 1'X Itr LOU.CLP SAT'GYPSUM B(>Y1ND TYPE'A f N)�AT10N EDGE OF SLAB i i rfQ' CLIP CIA•TOP AND - �— CLP-ATTACH TO BOTTOMaFPBLY TD OPUS. r SHAFT WALL NI UNI I STAIR I f`' MECM SWIFT ASSEMBLY e FLOOR PT�NI FOR TITALI. 1 I ! I I' J TRACK 4• --�- S'J TRACK OPUS 1�fchda tS TYPE. WALL TYPE'IAL N STAIR I ! TENANT TtuNCK ESS AW:ATERALS r X r X 1M•ANGLE SUPPORT ET1gITIBeTs,It>c I r MTL STUDS 0 2f- I 1'g LNER _f- FOR STAM LAPDWi SUPPORT I I I 2-1 rr SHAFT II1ALLI I f ANGLE. WELD TOW 10 X 12 SEE STRUCTUR NNAL DV108.FOR r MR STI/J I I I I I CHAEL.STUDS I NOTATIONS(0 STAM ONLY) - FURRRNa WALL FRA1t1� — ACOpUS71G WALL FRIMEIti EDGE6F BUB--�_ I I � ACAUSTICIIL 1•SHAFT LNER I � - ON41ETt CONDRION-NON RATED OOIIDTTLON-NON RATED L - I I \� Nb1AAT10N ATTACH TO J RUNNER W11'x 1•Cow-CLP LLI 61. FIRE E)MNGUISHER CB2 1 HR. WALL 91 STAIRS B3vl�. 1-HR SHAFT_ENCLOSURE-PLAN B4 1 HR. SHAFT WALL I� STAIR/NEC ShA�=?' BS. 1 HR. SHAFT WALL I� STAIR/NECH SHAFT 'O' + SCALE: 1 UPN'4 SCALE: 3~11-0' SCALD I INI I'4 SUILDWA ' 3.vo �DM'K 11 � SCALE: 3*m1'-O" M�DW f � V 0 \•. )I.X • 11=11ww CL -- \ CL CL 1 0 Lu W L 1rr IITTL snlD '� � r MR s,uD I I / I 8x8 T.S. CL COR DOOR OR L81'E CIF oTEEL -1•GYP SD ! ( r M1111.BTLD 5W GYP.W.- 818'GVP.SQ a I I I �BEJSANT LIDE S UNE OF 67M TENANT SEAW M BELOW SEALANT"- ! y Q. } SEALANT I I BEAM BELOW / CLOSET81'OE pok"T11ON ` T7iSF • ° \ SEAANT r,bQ4NERETAL IEC( , GYP BOARD :T° CONTROL O C9 STSCLOSURE d d - - - -- - -- - r J4CHAN4EL STUOI " ° W FSE SAFSq S1111AJ1T1101111 ELEVATOR MME FOE SAFNO*A ULATION 2112 CLIP,EA.SN*;Ifo 0 -waft/� �. 20 Cly ---- - - _ _ — --- ALICE FM BEAM w10w) ASCE SEAM JO CLIP I / FM GAFSq (" I 61P GYp.ea 1 ! MU AWK SEAM ' �—SIS'GYP.BD. SIS'GYP.m.ON R 3-,rr AiAMS3 �� y 1 XIX 22 GA CLIP(CONT) STUDATWWfLp ix SHAFT LN M CUP 22GA(CONT.) - -- _ ST[$SEA1L T�@I EDGE:IF BULB I ::OF BLAB ROOM m TD STRUCTURAL FT WALL �. STAIR BIDE Q QAI'GYP.W. I 4'METAL STUD I IIBBELiI�Y(1#4Rj \ 1 cc ISBCNL -- STAIR 8� SAT'GYP.9. 2x:22'3A CLP.ATTACH TO g EA.8DE ! 3-W METAL STUDS J-RI P11NE t PRIOR TO M!ALUTION. r LilTl STUv i�T] ' r METAL STUD ' 1 1 T 2 ur Mn.STUD --� I I I �- r MTL STUD SAI'GYP.LLD- �"�-=BTT:EL BEAM TADS Or J•AUNNLq ( I I I 0 f r rel BTuos I I - .�I � ACUUBT STAIR SHAFT �Iu►TMN 0 Na�x , 1 I SA•GYP.SR LIQ' --METAL COIM6! IAm Ism ' Nr CH tr L'Sna CHVmmWye ,'SWIFT 11� i C1. SHAFT BOTTOM SECTION CZ 1 HR. WALL 90 STAIR LANDING C3. 11 SHAFTZSTAIR ENCLOSURES - 1 HR. ELEVATOR ENCLOSURE 0 C5. I HR. WALL A STAIRS W. SCALE: I lPPwT4 SCALE 3**114 r SCALE 1, 1.0• WALIE 3'-1'4 MADWSCALE. 3tii'Q' c CL _ rrrlrnlD- 'I'`—" .�— —�►. 1 CCL !tR GYP.eD. 1•GYP 8D SWIFT UNER , —1•GYP LLD 8HW.LN+ER SEALANT I --ACOUSTIT.AL lNSUATKfN I ---AOOUSTTCAL Nd8W1TTON &4w Tm -- r x r X1B OA SENT PIAITE STAIR I I SHAFT i i T�o�METBRACKAL DECcwl3o e ° v d I I ��� ---r cH+rTL snAD —r cH Mn STUDI 4 tri MTl STW uRACE ° e I 4 / -'—els°GRI eo ALANT --&T GYP BD I - I I � d ° — I 1 d .0 J-TRACK d d I d r CHANES STUDS 4 — d -- _ 4 A I SCHEDULED Fm 0^19 am CLP.EA.WE STEEL BEAM BELOWIN FLUT118 - -- AfCE SEMI I I I - D=22 0A.CONT.CLE' - - - AM OYP.SD. I I I I MM TO J•TRAC PRM TO ATTACH TO J-TRAT3(PRIOft ro I -_G eNiBTAu---- --._-- �- ---- -- A'Ow-SD. 4'METAL STUD W/BAT' 1 I --_--- - - __ ow.LID. I I --_ 2-1/r SHAFT WALL _ -- EDGE OF 8lM I \ ABR£AIISL Y(1441.) -J TRAC'i -ETAACIT �- BREL SFJIML R 7EDGE OF SLAB -I'GYP 80 SHAFT LWEER - SFW-T WALL: uY9L!er . I I 70 STTUCTLN+AL I I r GYP sD SHAFT LN4F�1 ,2.n.oe GYP.BD.ONN aweNe I I I STi108 AT at'O.C.�I" -4'CH MTL STUD 'r CH MTL STUD I UQPT FWTURE SIE SWIFT LEEL! -ye•pYp BD --6A'Gyp SO I eR�aY.' LRS eEL1RL'JILORAMATIai I I - - � - ___ I -- - ._ ---- - �_ A A r MR STUD I I 1111 r BTr!SRA 1 r T 1 ROOM SDE 1 T3EVATOW BNYIFT 817E �� fit F r�� PRQ*CT M170 NBUATIONL AODUST1CJ1L.W8I1ATION —AWUSTICAL NNBU ATION 1 -- v --- M BEAM B&OW I I \STEEL BEAM BELOW ROOM NX ELEVATOR 1 C' ST \ 3' / I I TAT MC-CH.3hIArT, C METAL STIR W SW / _ GYP.on. ---- // D1. EXIT PASSAGEWAY DT. 1 HR. WALL Q STAIR LANDING D3. 1-HIL S FrISTAIR ENCLOSURES - P D4. 1-HR ELEVATOR ENCLOSURE. - BACK WALL D& 1-HR SHAFT/ELEVATO— ENCLOSURE A 5. SCALE ,rr*IW SCALE 7-114 SCALE 11rr-11•(• •�_ SCALE 31=1'-0' 7- D t� ? (_ 2 11)0 3 4 5 o�w•,ewwr+rw .,. . .. ._ —7--7,77— , .� ,u..,:- 7;:v­' OF �, JIII�IIIIIII�I. . I ,. �►!l uulllll i— ii ffall ii J Inks 61111111111 !I' l 1lll�llll UlW 111/1111 U !Illi lull UUlllll Ull�llll Illllllll 111111111 IIIW �lllll l uu uul«i ui�lul�lulllui • .,... ,.. ,.. .._.,-.. ...R..,ra.-....-.._. ,.W...............»......*s._..w..... w.,.....-......__ -_._.,:.,..o.»,,....-.......,...sri ..r.:,wrwvw. nr•w...r.wn, .:....w ...-.a::-.:s.....,.,......•,. ......._.. .-.a ria....:__-+...: s.w►.,..m.w...«._ .« -w.wr.r�...w w .... -u....-if.w .•.r.;:.... +.....:..,..r...«.iiiifiiY�•rr...w.«r........w..e^+sr,...w.u:..,,.r.,.w..r,,,yUw :.:_,r • r.-ru.n..orv..4r .arwNrwr.wwwwr....v,w.Mrafiir.�C ::n.aw...r.:..wsV'... .,. _ .. ,. ..e.,n,:.s w.wav+....::u+.e..-.. -«.. ,,s.•,a.r ... :y,1w„_- •,.c�a-_ . - .a. ... er.. —.. .. _ ..a ._. ., .. ....s..-....r -..,. ..... .._`..- - .. .. ;n �r 'a .,.ya per_-M fA 45 G AM BAR AND GIP �'� ABSB1LBLrBEYOND.PEA ,.•...••,....�•..... .•••'..•••.,. •...••. .I....•...,... .•......... . . ,•. . . . . . . , L✓ N q l� GlAZW BAR AND CAP GLAZING,TYPE OL-4 SEOOIiD FLOOR SLOPE UZ:1Z ABBl3BXV BRED.PEG- • - - - tri' $ r---- - _ IFR• (AAZWO CAP MOurI®OM . . •,• •.•.' '.'. .' N •0 /h _ GLASS TO MATCH OTHER • • ; •. CANOPY GLAZING*TYPE GIA BIOPN:1n:1Z CANOPY OLAZ114 TYPE G44 . . . . . ; . . . . . . . . . . .• •,•.' •. .•'...'.... .•. . . . • e CANOPY(iAZM10.TYPE Gt1 N�— M�ASSBDIEB,PER . . . . . , . GLAZING CAP,PER MFR, o 18 GA RASHING . . . . . . . . . . . . . . . MOlRD9t SLOPE ut:1t I - � - CANOPY OIJ1iA1f3.TYPE tiLi � •. • . • • . . . . . . ML. �-- AL'TNAT® •' . --- k L FABIEIEAB _ _ -- -- - - _ . • •• _ -- �_ RAF ERI DESS B1'IFR Ur CAP PUTT.WELD AND - ti --- I MWAA7ION •�: __—.--_ c;IRioroarn BTTca n RAFlHt O�IDwN® I �— TB RAFTEII,on""BY BY IFR. 1�8��ByEA1rN�I�E�yR�EFER TO Wit BTALNLE88 a1E$011Ti►ER RAF TER OEBIOMEU BY - I --_-_ -_-__-_ BOTTgMOFBF�IM 1�' ~ -- - -- - -011AN�EAVE 1!'i - REFER TO D11A6-1 $ -- I A.FF.-COOIDMTE W"PLALEWHT OF - _ h STEEL « 1i GVH STEEL CALKER es • . HOUSING BY CANOPY Wit • ••.•.. COORDINATE FWSfFB W ARCHITECT •� .,: A3. CANOPY EDGE�RAKE1 A4. CANOPY EDGE RAFTER (EA VES A&PLAN WEW OF RAKE y • GUT'Tm oOYgAfF'w - n BLOI oaurrL BCAL� rira SCALk 30.1'-0' SCALE: •1'4' . •• SEALANT AND BACKER ROD At Tm Broca AROUND DOtlILPOUf- � / 1111 10 Soho. , Swtc 100 •• •; .. Sysm BOTH BDEB OF SLEAVE PordapA OA 97203 TeL 303.221.1121 • — Far.503.221.2077 Al. CANOPY GUTTER !EMR/OR WALL AZ CANOPY 91 COLUMN AND BEAM CONNECTION — WA - • I ( • i i. e • _— • •• • r• r • e 6m SCALE: I i9ral'•F BGIE: 11f!'•1'-0r -_ r i LP SLOPE GUTTER 1A' - HP •� OIRTEIt I i • •% CANOPY r--- Al10LSD DRAK SEALWIIID TI00 ALL , Plya�DRRCi. • • I------ --►-_-- - COLLMCAP I BEALANT AND ROO • • - -- - - - - - - - -- j• TA COLLM • T.S.COL AIN-NSA TO \ I , STRUCTURALir • • 17I I t I FACE OF VBEEt BELOW O `• • I I MACE-REPER TO STIR DTL. � COW14 TAN'S Z I I SEALAN1T AM ROD EXTERIOR 11 EATHING IF _h MATCH I'OLMCK EA.OF _ , OPUS. FOUR CORiERL Opus Aid&*& Engine v,Inc I I B1. PLAN DETAIL COLUMN CAP 82 COLUMN CAP BCAIe ,row BC11LE I%I%W 114 r 11 ��,� OWANEft _ I I '� W Ar WO Ts•xO_a:4N-lom TO BINGE-IL Ifi To BtTRt. ea . - -- BTTM:T:,iTAL oITAL D1L If8't2 I CANOPY GLAZW � �" BRCa VENEER I TYPE G" uu � X W _ O0 m F OOTT�10.OVER TO STRi - - - - - -- - -- � Z OETAL US?22-7 ANL7 10 St •— �—r. e _ • r r I C1. PLAN DETAIL - COLUMN CZ COLUMN BASE ; ; PRORa MOE SCAM r•ra � � T P''�•� -� S�. ONOPY PLAN sraL�: t 1'•0' � —GUTTER I CANOPY GLAZING, O M I TYPE OL-4 Z CANOPYGLAZW AZ AA Q Al AZ TY9E 044 M,7 116 7 �7 •��• AB.r AB.Zr -- -- _--_ BECOND FlAat 1 I � I Or——--—— -- — — — i -- — - .err I — — — — — — —------ RAFTER `__ I ------� �— ---- I -- —� BA.BEAMCAP I/ • I I I CAP CL,OBR TVR T- CLOSER.- TYP. ITO SIIRUCTURAL 'r• I I — — T311EAW- B11BjoiMNL y/- 161St TO ( I TB now I - - RAFTER! B2 BTTt1. I 1T)B1RL C MAI i Bt A6.7 Tins COLISiI Ail UMP: _ -TS STN OOlillil I _ _ SIFT Im IIfNTT FDAIINE I OOLLDIN,BIBCK I I I C1 I AL7 I I I \ I I I I ATE: 122LOO I CHECK DHJ \ � l DIMWNBY.• —APG 7 f 70 CONPCCTCANOPYOOVRDPOIIT \ PRO.E•CT.• MIN j ANO WALK-IN MATT DRNMI TO I now SYSTEK PER CNL N: -- - --_ - - - - - - FRr�TFLAOR -=-- - •. 1 L- - ---- --- - ILW-w _ -- -- ------------ '; D1. CANOPY SECTION 04.111�CANOPY ELEVATION A5w 7 >! SOME. 1P1*1•-0' ABT �, 11 BIZ 3OX Q, ' Ail ulu itiliu �u�Uu�u �luu iu��iu Hid to Wtl� wl ull Iuiluu uuluu , i r f L , ,; . Y ' 1,... ..y..•M. 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' 17. yr, y. f� f L NIXONND•QA 0� 1 I,OM FWnM MP) I CLVE u0NT11�i I -- -------------------- 1 i ----- ------ - ---------------- ----- - - ct « g wP-vompw="vm—/ _---- � / \ mm*o Ur-r- IT 17 1 //1 L 1 1 1 1 1 I 1 \ / , — \ , dI t E� , wowVEtME[R(TrP) :,?nF wE(TMP) I 1131 SIISabso. y I I I I I smw 100 I PwdwA OR 9'1301 c"_l A& WEST LOBBYELEI/ATM AL 503.331.1131 go" tw_l%r Fac 503.331.3077 4 A F E p � CB Tt � I I 1 , 1 I -- t Mi // f , ----- ----------------------_---------� 1 Ot7MtSIATANTS J. I 1 yr OPUS. 0ptx1 , 14a,ft .a Ai `\`\ I `� I Enp►ne m Inc I1I I I I I TI \ \ / dame DUNL'Tm(OFOT) MWAW tu � ++4 1 �, B3. EAST LOBBYELEI/ATNON � � WAM twara V �G - -- comwm I �. Carr-t- j M "' -- - 1 TMP.Ll I W y f • �T V f LOW Z `fes W S CIPPI Ell 6m cmi FolT H�1 y y Gpi-t T. - Cl NORTH ENTRY ELEVATIOiN COL SOUTH ENTRY ELEVATION c� 0 J � - r�rnni o� T CAi M M>IPECFBI 1 11 E M E7�TN0 OONCRE7E -TU M 8K'FW 1 At TMP � L a ------------ --- -- �� , v 4 v AZ A IQ , ` v a ZQ 1 DATE 122206 6ETTMi 6ED 6ETTTMRi e1611 i ALlA/iUM EDGE TM -AAl TMN Iffm" 1 OM *W BY` l FQ � 6 1� c 7t) - VNIL TAP EW 7RANN"PAD M�PRQAECT.• 206179 wlou�r AioMrnr••N6toM• D1. FIRST FLOOR LOBBY RMSH PLAN D3. FLOOR NS/11 - G'ARPIE'� f TILE '�"� '"�`'•� W" 11"10 MA TRANSITION• TILE TO CONCRETE mrora 6%. EDS , � : 3 _ ' o..w.fw.u.rr...� e. ..W .r ..reran.'!•Y6 .: r 1iLL1 f?'T.MIVI•Y1f1.U.YRIf HId.1YW.t6+[�y.w:Jrw. ,.:y,M.,• •. - ..e�l{At.+j, - ,I ' ...Wr• . .'�'��'^1'T.I.. -�-,. — ..,.. _ - -_ _,_ —. _ .-_ . ,.... .... ,. '' : ,, f!!q'�Kw!'��k1*+. .... . ..:. • 0�' :-. tir;-w.,v:,,,n.a*wR". 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EEO , \ i T4(TVP) ``• T-6P'm _ 1121 SW Saba= T -t %� IH Ll swu 100 LA A C D eTt)NE cotxnm w a A B sT01E COulf IERTOP aL PMU14 OR 97203 Ta(T1►P) eAC1aPlAeM(sT t) t) T-6 MT) TeL 303.221.1121 Fa.303.22/.2077 tr �-t MarerrNe>Mrn+ s� � � �uaae�w• A'l. MEN/WOMEN FLVISH PLAN nwtxwm Al INTERIOR ELEVATION: WOMEN 114 214 d 314 A4. INTERIOR ELEVATION: MEN 113t 213, a 313 W.&L. Www t: AL. V#%" r ecxE: 1M'O'd R" FUM{ SAM W&W CEII.Nfi NOM W No Nwe Nodh Earl Soulh YMawt PYih 4t a� 4 — r — - - — — - Z � - 101 Towel - - 4 - - 5 102 Ton" - - - - - - - 5 103 Townwwd a"= 2'd WA1 L AS 9Cl®taFD 104 Tommopm - - - - - 5 CONS1/LTAN TS - - 5 1tt Brollor sc RS PT-7 Pi-7 PT-7 PT-7 O.t.B. 112 mm 7-215 T4 PT-11112 Pr-11112 PT-12 PT-12 PT4 0'.0' 1.2 115 Warm T-2/5 T4 PT 11112 Pr-12 PT-12 PF 11112 PT4 S'd 1.2 114 JmdW sL' RB PT-7 Pr-7 PT-7 PT-7 PT•a W-W 7 opuse 115 sc Re Pr-7 Fr-7 PT-7 Fr-7 O.T.S � OOIMT9�1i0P a sAoaewAel4 C0IAMIOIM N�MIABI lie Bnrlor 1lyd**Rarr sc FB Pr-7 Pr-T Pr-7 Pr-7 O.T.S. 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Pr-12 Pr-12 Pro g 1.2 � J �(3E�'�'i~ 315 � R1 PT-7 -7 PT-7 Pr-1 PT4 11d 7 i8ftW ul PT-7 �pl-y PT-7 Pr-7 O.T.s. • X W - 38t strk et 1M PT-7 PT-7 Pr-7 0-T.B. • Q BZ COUNTER SEC7TOIYB3. DETi�11L AT VANITY MIRROR l�"o- lam: a ICJILs: 1'd-1'd ACP mmk com Ptl 1. 9•r SnMh ptm• rderond YdOfr■ea� m C" ca" i e..M.�+o►•Mwarsr.leloirll ueai► Q on ow b ft"n a 8••RCP fw uWlwW Manton PT Prot 4. 8••BraW%=&am Q Rs R ftw err. 5. Win Gonna/ sc so"oaiadr & %batt bme an' g anyr. M 8r slaw 7. r aa•bma T Tib /fit Ilaric11wfsSkvAiNd PRUECTR411E CA FINISH SCHEDULE y Z NoriTmro ecALE O J W 94 ca cm SAWT I= ) I DATE. 122LOS I G7[+CK DKJ I DRAWN 81^ _ LRB Ail) l F 70 (' PROJECT.• 205179 J A6w2b DM 1 r 0 (� awMr.s.u.�w►a "�!�PVYS}.'�T'r,xxwtiw•M!R,"'"+M!V+itYrre!ta r.w i':..pawM'NM►a!vy "w ,+'M.t!ar.R6Mr,IJa, _ _ + t t . 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Y , • 4 +..rwvr.rnwr �...�.•.u+ca.w.•�.+,.-n.+•.�.ra..--....wa srs-r...•.....ww.+r�••�w-....y.• ...,.wa.w ..,,,,..�.. .,... ..-..w...w-- ..�.i...+.w�rr.+n..+w...«.,.w•...w..w w /. � h ..... .. ... . .... . .. ..,�. a.. .A...a.•a..r • . . elhM T-w l.r•. .-.•r•ti.•r..�rr•Ir..,......c ..,......-.,......a.� ..sw•..ew+w.aesn-rw�.c:..lrr.ov...a'.:.w+r.M. ..... ... .... ...--.....u..l...awwai+.aFwnt.-.+MMIIWY�r+Y�w,r,..w..r�:wu...,... ., ..... ..,...n..I�rYm+w+•v.,+•w••A.MYT-•w'M+*.e.«•.H••.:• - ....e-n en,I.' ra�Iw111w PMmtAY f n1. t' 1 4's „j 4 , r.+ IN J WALL WARE OCCURS`am 3bti 5 1 FLOOR FLAN FOR WALL.TYPE i SASE TILE BELOW ATR U .NIXON i v 82 B1 ra uoa► /1'4P.u ox BRACE WALL A&REQS •. oo ti FM/i1E0 Gw eo AAR . ................. .... ... . ... .... ...... —BASE TILE BELOW BASE TSF eELOw wwr®aMIP E --F4WIED oYP ep _._--- ..• � -aw�l�oYP el,as eux�v�o --wp vEiwEEL1 PIYwD WD MATCH " F018H TO r wp TRSII-FNSH1 To a LIGHT FOrFW LOCATION MATCH VENEER LIGHTFOLTIXiE LOCATION _ �' �• WD Vedm PLYwO r OF —UNE OF OUI.IAN BELOWtop JI a 1121 SW Sabww ,�---- 24r _ T rte• L Sidk 100 PardanA OR 91205 �. A1. PILASTER PLAN SECTION AZ PILASTER PLAN SECTION Al PILASTER PLAN SECTION A4. PILASTER PLAN SECTION AS. PILASTER PLAN SECTION Irk 501.221.1121 2 d SIC" 1 Il%f4F SCALL. I urord scALr: />a~ra scALE: I V^11a scALE: �vr-ra �, A S B; N r Yew weft WOww=_FMIlO SCROLL®LIGHT C",\ ry IM1d111�� FSQUE 1 - P1A CONSIXTANTS v0D VEHEI3t ON PLY110WMASONDE :REQUlRED OPUS*SPIKE WALL N AS Al t/ Opus Af'Cf bft a vi Emirwom Inc 40M rw r OIyi1S:R SE WAS•FOR TYACAL MOTES B1. VERTICAL SECTION 82. VERTICAL SECTION 83. P/1.48TER ELEVATION 84. ELEVATION BS. COLUMN ELEVATION to Scat& ,a-ra SraLE: Raw4r SCALE: 1a'-41a scab iafti••o• scALrE: 1a'o1•4• � 1 , IW wpvH3N®eoN IrrPLYwp , I aYPSo co CLrFED rD 61r GWW I I I 00 m PAWED REVEAL W WOOD TRY-F#M'(O I I 4 MATCH vEsleal i I IC I�, j I u; GYP Bo I I Sa+®u®BASE nE I I I I cc SCHEDULED BASE TLE I I PAOCT AHALE I I I I SEER CR FLANI FOR WALL TYPE I I SE R.00R PLAN HEI WALL TYPE I I I I I I I I I I I I I I I I SCHEDULED FLOOR TU I SCHEDULED FLOOR TLE y I ! WD VENEER ON 1a' PLYWD CLpP®To I I I 61e�c:rP N I i � I Q W 4 c c 4 a 4 4 v Q Cl TNA/DETAIL C�, BASE DETAIL Cie BASE DETAIL SCALE: rA4 W �CNt M'a SCALE: "•d W Z wwoym L_- L_ I J L d 1 LATE: 122M I Cl*CK LRB 1 DRAWN BY: CLD SLI � - 70 P ajr• 206179 • A6x3b I r D _ I ^" w++ew whtl�MMxir A • - .< .r:.,... ,r... �_r..,.... ..+ R' >is+sir�Murr.kr�rwA':vs• ie'w!Mr ter.w. ,... ._.:a:•n...a*a1t�f••-,rtt"ax.e' arn.n2+.annr w�wew•.r�.y;.y+,. .,,._ :,...»iYWF �.:. y. m�;:.. .«.-nprr:w.•.r,.«.. ....•._- r,. ,ww/q!•.+• ...... - .e-...._ • .-...-w�.�rw:V�w;•: T.-I P' w+1P�4•'M f,iff a..NRI... �R.1/�AINe• �' ![fi r � j f(z IjF rC1 r I I I t r t . I r 1 1 ,• ...„.�,:�rt • � � � TIT1 I f 1 I 1 I 1 I 1 I I I 1 I I I I T Y(� 1 1 II 1 1 F� 1�1 1�I I k �°K' '� r�- �m'*+� •+` � �•+IrtRn • +a+rwtweraert�r+urr!�ro^nwise�-..�r.,.T.�...,,wr, ,were,. ,, .,. ,,,,..,,, ..ax-;ter • 0� I � 7V+NNG,Ce �A!®ly` „aar.-;l,W ^q '.srr+ltEc'C'CC'sr;lH�'KllsF. �{". 111 '111 11 r r No.SS Ole t n+rfO.+r�:r•wR+�lb•.w..........�n Y'.:r.�[ w-.+.r1M•w^!v •rtaM1+r.wa.!,.• •Mr.L�At,.t�rr •.M»M w•M,•.nyv._ MIr•.�rw.MPNr..•+..rw.A..�'•.�'�•._ l• _� ..rM•Ww•►•,Ol.�.ra,.•M...•I•ar'wFrA�1-' '.aMAYAw1Y�IMwwMIWrI. �• /A :,n .,..�-n•:+lllRns ..w-v...,a7.s..,n. «..�.»A:.rare>....tyarn.w+u.�:.s.:.r..'n.::....asrre�/Nlr/ :e� . ....r...rw.srw.,•Ir.wr.+..:-•+x...,wl�q....,--..�.Y-,.a..: rr,'++R ...L.�.4..._-,i...r�rwin,..v.:tom.,:,,�wr _+.r,..n•...aa«.rr. ew..w Nw ``r,' - .w.r:u..•.y.... ..riTwywry.Ltll+•y.r.+w..ww.. .s.r..-.artw..:.:•.�..r-....•...�+•-.�..... ..,. .»a........._n.....•...< ., ti... a ate..- .., :!Ylel•Y .. ..a. u... .�"." .t.•r .u»rsMUIN�Y.tr.l+nrv'wd - .. ,1..-•... 4:, e `a i :IFr 3645 PAT ICIA .NIXON 30X ;,LLLL 1 2 8 4 5 d 7 rs +0 10 OF d 1.3 b.1 5.9 4.1 5.1 10.1 I I I I � 11 II I II 1 i I i L I II p p l I ( I II I II 1 I , II II I I I I I L11 I rh] 1 , I 1121 SWSahwa I I I I — -- - ----- - gdte 100 - �--� �( 1 — - - -►—+--- - _ Ili TA 503-221.1171 0 o I FaL 503,221.2077 D t 0 0 DII 0 _T 0 i I - 41. 0 Ire - I - - \ / N► o AOV Ne5IMEN I trt} 4 ra r /// I , ♦ I— \ I _ I JW I ca%wALTMITS ----- _-_- ____ '___ ____ ____ ____ ___ 1 _ ° _ === ===_ = _= ===_ =_== ____ ____ r ��• I q! + OPUS. II OWS a - arm „ AtEv I ►� Engfnewa,Inc Iof SrA*AV ' --- - - - - - - - --— —- _ ' I I ' L ( I OWWR Tw .11 �J a I I U U e ♦ 07 ' "' I 1 — WZ W I , Z _—O �c J IF _ _ _ _ _ ca - _ _ —_ _ ' I ' I ---- --- - - - - - - - — - - -- ---- - ---�—,- - - F.9 rRal�rAtAW I p p Om "' I \ vZ w � lRSOffNONITN-MVIIIA oS 8 C1. F>�ST RIGOR RCP-BU/L1 DNG B �� � Cm8 � U GENERAL NOTES LEGEND �T»� 1. CEA.IrO iD(T1ARE>;ARE BHOYN�FOR ONLY FOR OOORDONTION WITH CEI.IIIIi FNIlHH S1rSTEML SEE I MECHANICAL,ELECTIW&MID WRIN IM ORAWW3 FOR/LLL ZO ACI USTIf,AL SUSPENDED CUM SYSTEM t�o PENOANT L 04T FD(nw- L CELM FIXTURES A 7VM ® ®i E)OT SIGNS(W1 INTEGRAL ARROW WHERE OCCURS) !. ePOT ELEVATIONA ARE FROM FINISH FtA01t TO ellfIFACE 4rM SUBPENOFA(R,1p CEILNG I FNISH OF CEUNfi AND ARE ROI1NOEp Tp THE NEJIIIEST INCH ® SURFACE MOUNTED CEILING IJGIiT FD(TUgE tT l 1 ALL CEILING HEBiNill ARE 10'4"UNLERS OTHERWAE NOTED. Q NONRATED GYP.80.SOFFIT OR NONRATED ONE LAYER RECESSED MOUNTED CEILING LIGHT FUMIRE-DO NOT GYP.80.SUVENDM CELNG SYSTEM.SEE AN I AI.& O PENETRATE 1.110UR ROORACEENIIG ASSEMBLY. 1. CELJNf1 FD(TUIEE TO eE CENTERED OR EaMTlY lPNCED AND I AUGM N P'n n UNLESS OY ERWBE NO7D1. SOFFIT AT EAVE.SEE(MALL SECTIONS AND ASSOCWTED –--—--– FLUORESCENT COVE UGHTI G I DETAILS L aB NEET A 0�1 FOR TYPIGIL RCP eEAI/C OL'MEC1T0lL r` RECESSED WALL WAW L ICED LIG T FD(TURE-M I NTAN 1 MOUR RA7M AT RAM IOOF�NG PENETRATION WHERE OOCURIL 1 HOUR 2'A3r BATF J ATTIC ACCESS DOOR ASSEMILY l MTB 12.n.00 4 WALLS F xnm ♦ 10 + AESTHETIC COORDINATION N I Ogg. ONJ FLUO1�rrT PENaw FD(1UE 0 oowErr FAN RIESYROM ! t2HAHNV Bx• APti FLuollEecENT Ww.4HDUNTEo FD(TIAE � eUIHFACE MOUNTIE-0 CEILING LIOMT FD(TUNE �I C'� �G rRo,AEcr. min A7. lb 0 ■■ 1 ■■ : 11111- � , NE1lNM}[#,'M!,M•IlI�M1d/1\.IS�fM.'Y'.M:YI..wt,!.vhrnR'vYvvq•�.'n nflM IlY '�YA khmw»+'M?rr+r a�*eq� e a • •• '.:: •-.,. "'�-... x:i.Art:.�Y:V•t'q"'4b,MR. A1Y1•W4urv..7Y�M:4 .+RMM :R11•+MMNlii�y`•-�-.•r.. -k�,y _ Y .1.�/I�IiJ�._.' .'.... -mom �' . .vrl� g�yp � filly -) t f T 1 I'1 1 i T r T t i t t I 1 f I •I 1 1 1 1 1 1 i :. .,. ,� I � Il � � ' I I �� r ��� I � 3 I � I ( 1 4 I � 11�T�j' _^ � Y; �I�I��If�l1l i�llllrll�lllll I�III�I 11r1111fI�Itl�l r�ll1lr I�III�III�III�� - I -� � ' . .�; .• , 0 9 I 101 I I 111 ,Z "a No.3e ' ; � OFw�.WI� + ; lul iuilull ul�ui ulna ul�u�l ull<lu�uu Iluluu uli�u�ilw tulltu it ' cul lluu ull�ll�!lul 1IIIIll1J 1!1111111 1111�1111 II 1111111 lul�llll lllllWl llll�lul I111Ilul INIIII!!!111111 I . -+. • . � •a - .... ,-.^ •..wr .s•RM..y.w, ...•w..-... .. .+......y... -1 ..-v.i. ..-.,rw.=•rrrt•s.r....w-.....a....:..+r-. +wwr.r....vw.,..,.... _.•_.- ... -._ ... .-.a r ... . µf f r '1J 3645 P 7 CIA L.NIXON s e 4 s s� e e to V 10.1 OF ID 1 1 i I I 1 � II 11 I I 1 I L IF 1 I I ! I ti 1 I I 1 1 � , -- - - - - - --- B 1121 SII Salmi CK - ! PwdaAd OR 91205 •. ! Td 303.221.1121 Fac 503..7.71.20"1 ! I ! .. I ! 0 O 1 I 1 I i I III I N 1 1 O 1 O I N I COMSMT M \ I — -___ =___- __ ____ _ __ ____ ____ ____---=__ ''z h aC[� 3&45 1 ! 3 4 5 8 7 8 8 10 PAT IA XON 9 1400 fqR 1.3 , 5.1 5.0 8.1 8.1 10.1 OF a I I II I . I I �. ' I 1111 SWSabwfi Alift 100 Ponlawd OR 97205 �. TeL 503.221.1121 Fes.so3a�l.mn I . IA . I A - _-- - � _ .. - - - -- - - - - -- -- - - - --- - - _ ,r1 CBS- -- — I � I � MIN _ _ _ • �w I I I J--- ----- �a 4 -- CONUXTMM OF. OPu S. I UARQ I 1 _ STAR I T C* I I , , caw Ard�iOeclal 6 ETTpirTsm Inc I ' � I I it I 1 I - -t- - —-—-— - —OE E.3 w ' 1 og ' � I I1 wXt ca ui m� 1 \ L-4- D wg FST 1MDIRTI,•.1�. o � Cf. I F r1�D FLOOR RCP EQN& Orm� � V GENERAL NOTES LEGEND «��* 1. CUM MCTUITES ART:IMNIIMI FOR REFER O1W-f FORMECHANIM I OOUROSNTIONwm1 caxlo FNTeH aYSTTZT.8EE SAND SPftjQ R DR wvm FOR ALL � 2x4 AOOUSMAL SUSPENDED CBJW SYSTEM Qo PENDANT U(T/1T F0(TLffCEILMIMLII I Z >IPOf ELEVATIONS AIN FROM FNill F11OOR TO SUiFACTle 4,w1 SUSPENDED tiRD CEILNO ® � EMT STON.4(VIN INTEGRAL.ARROW WFTFAE OCCURS) I FOW OF CEILliO AND AN MOUNDED TO THE NEAN.�3T NCH �(rm sIMIFACE MOIMTF.D CETLNO LIGHT FDRURE I _ GYP 00.8OFFff OR LAYER D MOUNTED CER MK,1 LXWT FDRURF.-DO NOT I Z ALL CEILlq ISJOIiTs ARE 10'-d'IIL�ILEN 0!TIERMW�.E NOTED, GV.SD�BUSPE?OED CER.NO SYSTEM.TSff M I MAIL � PENETRATE 1•IIOIAt FTOORICEK.Mi(T A .V. I 4. ceu�IOFoctuReeToWce+Te�oaeBat�LrePACEOANo AIL EDN RDOM UDEN OTF OMM NOTED. (R(j SOFFIT AT EAVF_9EE WALL SECTIONS AND ASSOCIATED –--—-- – FLUORESCENT COVE UI)HTM �– ujj�J DETAILS S. 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CONCRETE BLOCK CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM SPECIAL INSPECTION PROGRAM NOTES- , o ,U N 1. TT(ESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER i. DESIGN F'm - 1500 PSI. AG DURATION WSPECT THE GENERAL NOTES TO THE EXTENT SHOWN. 2. ALL CMU UNITS TO BE GRADE N, TYPE 1, MED!UMWF:;HT UNITS PER ASTM 090 DRY TO 1. DURATION REFERS TO TIME. AND FREQUENCY OF INSPECTION FOR THE PORTIONS Cif WORK INDICATED. W 3 \ W 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. INTERMEDIATE HUMIDITY CONDITION PER TABLE NO 1. FOUNOATIOt4S AIiO SOMS Cn. 1WEN1>i IAI ENCY 'rS C - CONTINUOUS INSPECTION IN WHICH THE SPECIAL. INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. �c COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH 3. MORTAR TO BE TYPE S USING THE PROPERTY METHOD PER ASTM C270. MINIMUM GRADING AND SUBGRADE COMPACTION REF. PROJECT SPECIFICATIONS P GEOTECHNICAL P - PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY LLJ ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK CONSULTING STRENGTH OF MORTAR TO BE 1500 PSI. - -- - 10 CONFIRM THAT THE WORK REOUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITHP 0 ENGINEERS VLMK OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS uIFFER FROM THOSE 4. COMPLIANCE WITH F'm SHALL UTILIZE THE UNIT STRENGTH METHOD OR THE MASONRY FOOTING EXCAVATION AND COMPACTION P ( ) GE01`r,F'4ICAL PERMIT DRAWINGS AND SPECIFICATIONS. TIME AND FREQUENCY OF INSPECTIONS SHOULD B � SHOWN OR NOTED. PRISM TESTING METHOD FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. -- --- ---- - ----- -- - COORDINATED BY THE GENERAL CONTRACTOR TO ENSURE THAT ALL NOTED AREAS OF WORK ARE 3 CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION 5. GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1 25 TIMES THE COMPRESSIVE FOOTING FORMWORK AND REINFORCEMENT P TESTING LAB/ENGINEER 11,1111 INSPECTED. OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED f0 PROVIDE STRENGTH OF THE CONCRETE MASONRY UNITS. ALL GROUTMIX DESIGNS TO UTILIZE A ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, FLUIDIFIER ADM'XTURE, INTRUSION AID BY SPECRETE-IP OR APPROVED EQUAL. DOSAGE TO ATE: "L. THE INSPECTION AGENCIES ARE AS FOLLOWS: METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM BE PER MANUFACTURER'S RECOMMENDATION. ENGINEER: VLMK ENGINEERS ~ WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED 10 DO OTHERWISE, 6. CONTRACTOR TO PREPARE AND TEST (3) GROUTED MASONRY PRISMS PER EVERY 5000 PLACINC OF REINFORCING FOR SLAB-ON-GRADE �,IT OWNER OPTION P TESTING LAB/ENGINEER GEOTECHNICAL: TERRA ASSOG.A7E5 OUR WORK IS LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS SQUARE FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C1314. TESTING LAB: TO BE DETERMINED Q PROJECT. 7. CONTRACTOR TO PREPARE AND TEST (3) GROUT PRISMS PER EVERY 5000 SQUARE FEET PLACING OF REINFORCING FOR ELEVATED FLOOR SLABS P TESTING LAB/ENGINEER 4. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST OF WALL AREA DURING CONSTRUCTION IN ACCORDANCE WITH ASTM 01019 PLACING OF REINFORCING FOR REINFORCED WALL PANELS - TESTING LAB SHALL PERFORM INSDECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. � ISSUE SHALL APPLY. 8. ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 Ot n1L LATEST P TESTING LAB/ENGINEER _ _ THE SkI.ECTEC INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY 5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. EDITION OF THE INTERNATIONAL BUILDING CODE. PLACING OF CONCRETE FOR REINFORCED SLAB-ON-GRADE OWNER OP115N, SEE NOTE 6, C TESTING LAB EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTGrR, PER 6. ALL WORE; SHALL BE IN STRICT COMPLIANCE WITH THE 2003 INTERNATIONAL BUILDING CODE 9. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS __- _ _ ITEM A _- _ _ I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE (18C) AS AMENDED BY THE STATE OF OCLGON (2004 OREGON STRUCTURAL SPECIALTY CODE) AS FOLLOWS (UNLESS OTHERWISE NOTED ON DRAWINGS): PLACING OF CONCRETE FOR ELEVATED FLOOR SLABS SEE NOTE 5, ITEM A P TESTING LAB DESCRIBED IN I.B.C. SECTIONS 1703 AND 1704. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED "r OR WASHINGTON (INTERNATIONAL BUILDING CODE, 2003 EDITION, EFFECTIVE JULY 1, 2004) A. VERTICAL: (1) #5 AT 48 INCHES ON CENTER PLUS (2) /5's FULL. HEIGHT EACH SIDE - _ PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. OF OPENINGS, UNLESS OTHERWISE NOTED ON DRAWINGS. PLACING OF CONCRETE FOR REINFORCED WALL PANELS SEE NOTE 6, ITEM A C TESTING LAB �- FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL 4 7, DESIGN CRITERIA B. HORIZONTAL: (2) ,µ's AT 48 INCHES ON CENTER FOR RUNNING BOND, (2) /4's AT � ___ _ _ _ INSPECTION. A. FLOOR LIVE LOADS (PER-10C 160 .1. 24 INCHES ON CENTER FOR STACK BOND. PLUS (2) M4's AT TOP OF WALL AND AT PRIOR TO AND DURING CONCRETE PLACEMENT FOR - ^� . FLOOR (OFFICE) ^��� 50 PSF EACH INTERMEDIATE FLOOR LEVEL. LOCATE FIRST BOND BEAM AT GROUND FLOOR CAST ANCHOR BOLTS AND EMBEDMENT PLATES C TESTING LAB 3. PRIOR TO THE BEGINNING )F CONSTRUCTION, THE ARCHITECT (OR ENGINEER) SHALL CALL A 1 2. PARTITIONS 20 PSF LEVEL. -_ PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, C?�' � . It ACIv� ANL C. LINTELS. DRILLED-IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL SPECIAL. INSPECTORS TO RFVILW THE SPECIAL INSPECTION REQUIREMENTS. THE STRUCIURAL B. ROOF LIVE LOAD (PER IBC 16D31.2) LESS THAN 4 FEET WIDE: (2) /4's IN BOTTOM OF P INCH DEEP LINTEL. BE CONTINUOUSLY INSPECTED DURING INSTALLATION PER ICBG EVALUATION REPORT C TESTING LAB OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING, 1. MINIMUM 20 PSF 4 FEET TO 6 FEET WIDE: (2) /4's IN BOTTOM OF 16 INCH DEEP LINTEL. D. CORNERS AND INTERSECTIONS: (1) #5 CORNER BAR X 24 INCHES X 24 INCHES AT DRILLED-IN EXPANSION/WEDGE ANCHORS IN CONCRETE 4, DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED T0: I• C. ROOF SNOW LOAD (PER 18C EACH BOND BEAM FOR 8 INCH WALLS. (2) /4 CORNER BARS X 24 INCHES X 24 (UNLESS OTHERWISE NOTED ON DRAWINGS) PER KSO EVALUATION REPORT C TESTING LAB A. ACKNOWLEDGE THE SPECIAI. INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING 1121 SWSa m" I. FLAT-ROOT SNOW LOAD ,Pf) 25 PSF INCHES AT EACH BOND BEAM FOR 10 INCH WALLS. - - AGREEMENT, PROVIDED BY THE LOCAL JURISDICTION a 1002. SNOW EXPOSURE FACTOFr (Ce) 1.0 E. SPLICE'S IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. PLACING AND INSTALLATION OF COUPLED REINFORCING STEEL PER ICBG EVALUATION REPORT C TESTING LAB B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT 3. SNOW LOAD IMPORTANCE FA'.TOR (19) 1.0 WHERE NOT MORE THAN (1) BAR IS REQUIRED IN EACH CELL, A 52 BAR DRAWINGS AND SPECIFICATIONS. ALL DISCHEPANCIES SHALL BE BROUGHT TO THE IMMEDIATE PO►t1ml4 OR 97205 �• 4. THERMAL FACTOR l:t) 1.0 DIAMETER LAP MAY BE USED. STIIUCTl1RAL %VMI NG AND HCH-SIM04TH SOLTMMi• ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND T*L 503.221.1121 F. HORIZONTAL 80NO BEAM REINFORCING SHALL BE LAPPED 52 BER DIt,METERS. TO THE BUILDING OFFICIAL.. 4 D. WIND LOAD (PER IBC 1603.1./) 10. ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED I'I ANY CELT_ THAT SINGLE PASS FILLET WELDS 5/16" AND SMALLER P TESTING LAB C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE m.503.221.2077 1. BASIC WIND SPEED (3-IECOND GUST) 100 MPH CONTAINS REINFORCING. FILLET WELDS LARGER THAN 5/16" - -` BUILDING OFFICIAL, .ARCHITECT, ENGINEER. CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A 2. BUILDING CATEGORY II it. SEE DRAWINGS FOR ADDITIONAL REINFORCING. C TESTING LAB TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. A 3. WIi:D IMPORTANCE FACTOR (Iw) 1.0 12. SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING 4. WIND EXPOSURE B ADDITIONAL INFORMATION. METAL DECK WELDING AND WELDED $TOO INSTALLATION P TESTING LAB SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP I 5. INTERNAL PRESSURE COEFFICIE' T (GCPi) 0.18 WELDING OF STRUCTURAL LIGHT GAGE METAL STUD FRAMING - zP TESTING LAB PROVISIONS OF THE !NTERNATIONAL BUILDING CODE, t dNS�ldl S - METAL E. EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5) WELDING OF REINFORCING STEEL PER I.B.C. 1903.5.2 C TESTING LAB 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED T0: I. SEISMIC USE GROUP I A. NOTIFY THE SPECIAL INSPECTOR 'THAT THE WORK IS READY FOR INSPECTION t,T LEAST 24 HOURS 2. SEISMIC IMPORTANCE FACTOR (le) 1.0 A. GENERAL WELDING OF A706 REINFORCING STEEL FOR EMBED PLATES BEFORE SUCH INSPECTION. 1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE _ B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS 3. MAPPED SPECTRAL RESPONSE ACCELERATION S, = 36.176 5,= IOS.B>< BAR LARGER THAN y+5 C TESTING LAB 4. SITE CL•KSS 0 WITH THE LATEST t:01T!QN OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS 5. SPECTRAL RESPONSE COEFFICIENTS S.,= 35.070 - 70.5X AND MISCELLANEOUS STEEL. e - BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED 6. SEISMIC DESIGN CATEGORY D 2. ALL BIDDER DESIGN STRUCTURAL SYSTEMS TO INCLUDE PLANS AND CALCULATIONS WELDING OF REINFORCING STEEL FOR EMBED PLATES P BY THE BUILDING OFFICIAL. BAR SMALLER THAN /3 TESTING LAB 7 BASIC SEISMIC-FORCE-RESISTING SYSTEM SPECIAL REINFORCED CONCRETE STAMPED BY AN ENGINEER REGISTERED IN THE GOVERNING JURISDICTION. _ _ _ C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS r 8 DESIGN BASE SHEAR (V) 752.0 KIPS (BLDG. A), 571.0 KIPS (BLDG B) 3. UNLESS OTHERWISE NOTED, CONTRACTOR WILL BE REQUIRED TO PROVIDE A SEPARATE �,. AT THE JOB SITE. VERIFY X� BOLTS INSTALLED 9. SEISMIC RESPONSE COEFFICIENT (Cs) 0.141 PERMIT FOR BIDDER DESIGN STRUCTURAL SYSTEMS. HIGH STRENGTH A325N AND A49014 BOLT INSTALLATION P TESTING LAB 0. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. TO 'SNUG 1TCH1' CONDITKIN IENt. N S IJ L Y 1 N G 11 RESPONSE MODIFICATION FACTOR (R) �0 B. MATERIALS 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE G I N E E R S 11 ANALYSIS PROCEDURE USED IV, LENT LATERAL FORCE 1• ALL STEEL W SECTIONS TO 9E ASTM A991 TYPICAL UNLESS OTHERWISE NOTED. 51RUCTURAL MASONRY. 8. MECHANICAL EQUIPMENT, MECHANICAL AND S,'RINKLER PIPING LARGER THAN 2 INCHES IN 2. ALL STEEL PLATES, ANGLES, CHANNELS, ETC. TO BE ASTM A36 TYPICAL UNLESS REQUIRED BY I.B.C. SECTIONS 1704.4: DIAMETER OR ANY OTHER ITEMS PRODUCING 0, HANGER OR SUPPORT LOAD OF OVER 50 OTHERWISE NOTED, PRISM PREPARATION AND TEST SPECIMENS A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: 33 SW Kelly Avenue POUNDS SHALL BE HUNG BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT 3. STEEL PIPE TO BE ASTM A53 (Fy35 KSI), TYPE E OR S, OR ASTM A501 (Fy-36 KSI). PLACEMENT OF MASONRY UNITS C TESTING LAB 1) CONTINUOUS OBSERVATION OF TILT WALL PANEL CONCRETE PLACEMENT IS REQUIRED. Portland • Oregon OnA PRODUCING A LOAD OF OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED 4• STRUCTURAL TUBING TO BE ASTM AnOO GRADE 8 (Fy-46 KSI). 2) OBTAIN (4) TEST CYUNDEFt_ CJR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS SO3.222.4453 Amk@v1,m_ TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALLS UNLESS 5. UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL-TO-STEEL CONNECTIONS AND PLACEMENT OF REINFONCING STEEL C TESTING LAG THAN 100 CUBIC YARDS ARE PLACED). BREAK (1) CYLINDER AT 7 DAYS AND (2) CYLINDERS AT r503248.9A3 www.Amkcpm, OTHERWISE APPROVED. A307 FOR ANCHOR BOLTS AND CONNECTIONS WITH WOOD. PROVIDE STANDARD PLAT," - - -- -- _ 28 DAYS. (IF THE FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD (2) 9. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE WASHERS UNDER ALL BOLT NERDS AND NUTS IN CONTACT WITH WOOD. GROUTING RIDGES: AND GROUT SPACE PRIOR TO/AND CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOR 56 DAY BREAK. BREAK 4TH CYLINDER FANNO CREEK PLACE PROJECT LOCATED IN TIGARD, OREGON. POSSESSION OF THESE ti. DRILLED EXPANSION ANCHORS/EPDXY ANCHORS: DURING GROUTING RATIONS C TESTING LAB ONLY IF REQUIRED STRENGTH IS NOT MET WITH (2) CYLINDERS AT 28 DAYS. CONSULTANTS DRAWINGS DOES NOT GRANT A LICENSE. EPDXY !'!CHORS: 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS E TO CONSTRUCT' OR FABRICATE THE WHOLE, OR INSTALLATION AND GROUT PLACEMENT FOR CAST SHOULD BE CHECKED FOR ALL TRUCKS ENTERING THE SITE. PARTS OF THIS PROJECT IN 0'M�R LOCATIONS. BASE MATERIAL PRODUCT I.C.C. N0. ANCHOR BOLTS AND EMBEDMENT PLATE:; C TESTING LAB 10, PROVIDE SHOP DRAWINL° FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT, CONCRETE: EPCON CERAMIC 6 EPDXY ANCHOR BY ER-4285 FOR BIDDER DESIGNED ITEMS (DEFERRED SUBMITTALS), THE DRAWINGS AND CALCULATIONS ITW RAMSET/RED HEAD DRILLED-IN ADHESIVE ANCHORS, RODS ANO DOWELS SHALL BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN 111E STATE CONCRETE SIMPSON SET EPDXY ANCHOR BY ESR-1772 PER ICBO EVALUATION REPORT C TESTING LAB WHERE THE PROJECT IS LOCATED. SUCH DRAWINGS SHAD. CERTIFY THATBE CONTINUOUSLY INSPECTED DURING t'NSTALLATION THE DRAWINGS HAVE SIMPSON STRONG-TIE COMPANY, INC. DEFERRED STRUCTURAL SUBMITTALS (BIDDER DESIGN) /1 OPUS* NOT DEVIATED FROM THE VL.MK DESIGN IN ANY WAY, OR SHALL CALL TO THE ATTENTION CONCRETE HILTI HY-150 ADHESIVE ANCHOR BY ER-5193 DRILLED-IN EXPANSION/WEDGE ANCHOFS IN MASONRY PER IC80 EVALUATION REPORT C TESTING LAB OF VLM'( THAT THE PRODUCT ENGINEER HAS DEVIATED FROM THE VLMK DESIGN DRAWINGS. HILTI, INC. STEEL STAIRS SUCH DEVIATION MAY BE CAUSE FOR REJECTING THE SHOP DRAWINGS. SEE ;RAWINGS FOR CONCRETE POWER-FAST ADHESIVE ANCHOR BY ER-4514 _ _ _ _ Opus ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. VLMK WILL REVIEW AND ;HARK-UP A MAXIMUM POWERS FASTENERS, INC. APPROVED FAWCAI'0 OPEN WEB STEEL JOISTS AND GIRDERS V� OF THREE COPIES OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPUCATING MASONRY HILT1 HY-150 ADHESIVE ANCHOR BY ER-5193 Engir1A818,Inc MARK-TIPS IF ADDITIJNAL COPIES ARE REQUIRED. SUBMITTALS WILL BE STAMPED AND HILTI, INC. CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE CURTAIN WALL/STOREFRONTS RETURNED TO THE GENERAL C :`!TRACTOR WITHIN TWO WEEKS. FAX -iUBMITTALS WILL NOT BE MASONRY SIMPSON SET EPDXY ANCHOR BY ESR-1772 ARCHITE�'T OR ENGINEER OF RECORD, FOR ALL OFF SITE -- ACCEPTED WITHOUT PRIO`.. A"PROVAI. ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED SIMPSON STRONG-TIE COMPANY, INC. FABRICA'ION SUCH AS STRUCTURAL STEEL, OPEN WEB STEEL P TESTING LAB ENTRY CANOPY COVER Y BY THE CONTRACTOR FelioR TQ SUBMITI.L TO THE ENGINEER. UNLESS OTHERWISE INDICATED, EXPANSION ANCHORS: JOISTS AND GIRDERS. GLU-LAMS, AND PRE-CAST CONCRETE. _ SHOP DRAWINGS SHALT BE PROVIDED ON THE FOLLOWING: BASE MATERIAL PRODUCT I.C.C. NO. A. PREFABRICATED ',TRUCTURAL MEMBERS AND COMPONENTS TEG. JOIST, STAIRS, ETC.) CONCRETE RED HEAD TRUBOLT WEDGE ANCHOR BY ER-1372 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR OWNER B. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. ITP RAMSET/RED HEAD OTHER INSPECTION REQUIREMENTS: ENGINEER OF RECORD, AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE !s0- C. ALL REINFORCING STEEL. CONCRETE SIMPSON WEDGE-ALL ANCHOR BY ESR-139E CONTRACT DOCUMENTS, THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR. THE ail D. CUR TAINWALL/STOREFRONT SYSTEMS. SIMPSON STRONG-TIF COMPANY, INC. STRUCTURAL OBSERVATION: CONTRACTOR SHALL THEN FORWARD THE SUBMITTAL TO THE BUILDING DEPARTMENT. THE DEFERRED E. STRUCTURAL MASONRY MATERIALS. CONCRETE HILTI KWIK-BOLT 3 ANCHOR BY ESR-1385 SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVEO HILTI, INC. FOOTING REINFORCEMENT P ENGINEER BEEN APPROVED BY THE BUILDING OFFICIAL. um u Q l 2 _ gTE Mali( MASONRY HILTI KWIK-BOLT 3 ANCHOR BY ESR-1385 TILT PANEL REINFORCING ^� HILTI. INC. P ENGINEER A. GENERAL SCREW ANCHORS: SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION P ENGINEER ea1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR BASE MATERIAL PRODUCT I.C.C. NO. -_ -` UNDER PAVED AREAS. CONCRETE TITEN HD HIGH STRENGTH SCREW ANCHOR ESR-1056 AT COMPLETION OF ROOF DIAPHRAGM PRIOR TO COVER P ENGGKF.ER 2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAL OR CONDITIONED SITE MATERIAL. BY SIMPSON STRONG-TIE COMPANY, INC. PLACE FILL IN LIFTS NOT TO EXCEED 8 INCHES AND COMPACT TO 95% STANDARD ASTM CONCRETE WEDGE BOLT BY POWERS FASTENERS ER-5788 D-1557 UNDER FOOTINGS, UNDER PAVED AREAS AND UNDER FLOOR SI.ABS. MASONRY TITEN HO HIGH STRENGTH SCREW ANCHOR ESR-10561�� Lm J. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 6 INCH LAYER OF COMPACTED CRUSHED BY SIMPSON STRONG-PE COMPANY, INC. STRUCTURAL OBSERVA1101 NOTES: LLQ Lu y ROCK WITH LESS THAN 5% PASSING THE /200 SIEVE. OTHER ANCHORS ARE ACC-PTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN ADVANCE OF � X w = 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MINIMUM EMBEDMENT REQUIRED OBSERVATION($). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF co O 5. DESIGN SOIL PRESSURE 3,00(1 PSF LL PLUS OL PER GEOTECHNICAL INVESTIGATION RECORD AND APPROVAL AY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL PREPARED BY TERRA ASSOCIATES DATED DECEMBER 7, 2005. AND SPACING U14LESS OTHERWISE NOTED ON DRAWINGS. SPECIAL INSPECTION OF ANCHOR INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. 8. ALL FOOTINGS TO BEAR A MINIMUM OF 18 INCHES BELOW FINAL GRADE ON FIRM, INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. UNDISTURBED SOIL OR APPROVED COMPACTED FILL. NOTIFY VLMK BEFORE PROCEEDING IF 7. LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET 0 U ANY UNUSUAL CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS, A653 GRADE D WITH (Fy450 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY REPORTED 7. DO voT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS. FORMED FROM ASTM A653 WITH (Fy-33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. W STANDARDS. 8. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL. PER AISI S 9. LIMITED EXCAVATIONS MAY BE MADE UNDER CONTINUOUS FOOTINGS FOR PIPES. BACKFILL 8. HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX-FILLED HEADED CL Q. TO BE APPROVED BY GEOTECHNICAL ENGINEER. STUDS OR PRIOR APPROVED EQUAL AND BE MADE FROM C-1015 COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM A-108, GRADES 1015-1020 WITH A MINIMUM a3Aldl,l - CONCRETE Am FdONFORCING TENSILE STRENGTH OF 60,000 PSI. STUDS TO BE AUTOMATICALLY END WELDED WITH A waft STUD WELDING GUN, ALTERNATE WELDING PROCEDURES MAY BE USED ONLY WITH PRIOR A. CONCRETE MIX/MATERIAL WRITTEN APPROVAL FROM THE ENGINEER. STUD WELDING, INSPECTION AND TESTING 1. STRENGTH: AVERAGE 28 DAY STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER SHALL CONFORM TO AWS 01.1. tsIROlECTAIAAAE TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANTS STANDARD C. WELDING DEVIATION AS SPETIRED IN ACI 318. PROVIDE MIX DESIGNS TO TIE ENGINEER FOR ALL 1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS 2. MINIMUM MIX REQUIREMENTS: OF CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS LOCATION MIN. COMP, SLUMP MIN, CEM. ADMIXTURES SHOP WELDS MAY NEED TO BE FIELD WELDS TO Alt) ERECTION. STRENGTH �A) CONTENT D. STEEL JOIST 'A FOOTINGS 3,000 PSI 0 -5" 470 LB NONE I. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED PER SJI STANDARD �+ INTERIOR SLAB ON GRADE 3,.'.vv PSI 2"-4" 517 LB (B , (D) SPECIFICATION. EXTERIOR SLAB ON GRADE 3,000 PSI 2"-4" 517 LB M. (C , (D) 2. CAMBER AU_ JOISTS WITH STANDARD CAMBERS IN ACCORDANCE WITH THE ABOVE O INTERIOR SLAB ON METAL DECK 3,500 PSI 2"-4" 517 LB B) STANDARD SPECIFICATION UNLESS NOTED OTHERWISE ON DRAWINGS. WALL PANELS AND COLUMNS 4,000 PSI 2"-4" 517 LBB 3. PROVIDE BRIDGING IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. 00 NOT USE MISCELLANEOUS 3,000 PSI 0"-5" 470 L8 B) SLOTTED HOLES IN BOLTED CONNECTIONS UNLESS APPROVED BY ENGINEER. O A. SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT 4. PROVIDE SHOP DRAWINGS AND CALCULATIONS THAT INDICATE JOIST SIZES, LOADING, EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. MEMBER SIZES, PANEL POINT LOCATIONS, CAMBERS, BRIDGING AND ANY OTHER 0 S. WRA - WATER REDUCING AGENT. INFORMATION THAT MAY BE PERTINENT TO THE PROJECT. SHOP DRAWINGS AND C. AE - AIR ENTRAINMENT, CALCULATIONS SHALL BE STAMPED BY AN ENGINEER REGISTEREU IN THE STATE WHERE D. POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. THE PROJECT IS LOCATED. 3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED. 5. PROVIDE INSPECTION REPORT PREPARED BY THE PRODUCT ENGINEER CERTIFYING THAT co co THE JOISTS HAVE BEEN FABRICATED ACCORDING TO THE DESIGN ASSUMPTIONS AND w 4. AGGREGATE ASTM C33. 1 1/2 INCH MINUS RECOMMENDED FOR SLABS ON GRADE TO ASSIST REQUIREMENTS. REPORT IS TO ACCOMPANY THE JOISTS ON DELIVERY TO THE PROJECT. IN SHRINKAGE CRACK CONTROL. ALL OTHER CONCRETE VIAY USE 3/4 INCH MAXIMUM SIZE 6. JOIST ERECTOR SHALL COMPLY WITH THE STEEL JOIST INSTITUTE SPECIFICATION OF J AGGREGATE. LATEST ADOPTION IN HANDLING AND ERECTION OF MATERIAL, NOTIFY JOIST SUPPLIER S. MAXIMUM WATER ALLOWED IN SLAB ON GRADE AND Tit-1WAIL MIX DESIGNS IS 250 OF ANY DAMAGED JOISTS. POUNDS PER CUBIC YARD UNLESS OTHERWISE APPROVEO BY ENGINEER. E. STEEL FLOOR DECK 6. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED R-1 OR OURACEM 55 AT 6 OZ. PER 1. STEEL FLOOR DECK TO BE VCRCO OR PRIOR APPROVED EQUAL. DECK PROPERTIES AND 100 POUNDS CEMENT. COMPLY WITH ASTM C-494. CAPACITIES SHALL, BE VERIFIED BY A CURRENT ICC REPORT. 7. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL. BE USED ONLY 2. FOR UNSHORED CONSTRUCTION, USE MINIMUM THREE SPAN LAY-UP UNLESS OTHERWISE WERE SPECIFIED AND/OR i,PPROVEO BY ENGINEER. NOTED ON DRAWINGS, L C 8. ACCELERATORS: POZZUTEC 20 NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN 3. DEPTH, GAGE AND ATTACHMENT TO BE AS SHOWN ON DRAWINGS. THE COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING. ETC.), OUANTITY (DOSAGE) TO BE 4. DECK AND ALL ACCESSORIES SHALL CONFORM TO ASTM A653-SS DESIGNATION, GRADE 33. DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM ENGINEER BEFORE USF. OF ACCELERATORS. 5. DECK AND ALL ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A914, CLASS 660. 9. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS, 6. THE METAL DECK SUPPLIER SHALL PROVIDE CLOSURE PLATES AND ALL MISCELLANEOUS 10. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0" ON CENTER EACH LIGHT GAGE METAL NECESSARY TO COMPLETE THE WORK. WAY MAXIMUA UNLESS OTHERWISE SHOW j ON PLANS. PROVIDE HEAVY (3/4 INCH) TOOLED 7. ALL WELDING TO BE IN CONFORMANCE WITH AWS D1.3. JOINTS AT 5'-0" ON CENTER NALL EX'ERIOR WALKS UNLESS OTHERWISE NOTED. S. DECK IS TO BEAR A MINIMUM OF 2 INCHES AT ALL SUPPORTING MEMBERS. awrTTRESTRUCTURAL REVIEW COMPLETE 11. SLEEVES, PIPES Ort CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL 9. HANGERS SUPPORTED BY STEEL DECK WITH CONCRETE FILL SHALL BE INSTALLED USING CONCRETE UNLESS EFFECTIVELY COATED. 8. REINFORCING ICC APPROVED ANC90RAGE SYSTEMS. SUCH HANGERS MAY BE USED TO SUPPORT 1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. DUCTWORK (54" X 1fi" MAX), PIPING (4" DIAMETER MAX), OR CEILINGS. LARGER v�2�� ©5-IQr I 2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED. USE ONLY LOW HYDROGEN 7UC;;vOF OR PIPING SHALL BE SUPPORTED BY $TRU"TUBAL BEAMS OR COLUMNS. PERMIT# j ( I ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS D1.4. F. STEEL L R DECK 3. FABRICATE AND INSTALL REINFORCING STEL ACCORDING TO THE MANUAL OF STANDARD 1• STEEL ROOF DECK TO BE VERIFVERCIED 'JR PRIOR APPROVED EQUAL. DECK PROPERTIES AND DA I'E BY CAPACITIES SHALL BE VERIFIED BY A CURRENT ICC REPORT. MLLE C NSULTING[:NGINEE PRACTICE FOR DETAILING REINFORCED CONCRETE 511IICTURES - ACI STANDARD 315. 2, LAY-UP TG BE THREE SPAN MINIMUM UNLESS OTHERWISE NOTED ON DRAWINGS. 4. PROVIDE 2'-0" X 2'-0" CORNER BARS TO MATCH HORIZONTAL REINFORCING IN 3. DEPTH, GAGE AND ATTACHMENT TO BE AS SHOWN ON DRAWINGS. ---- POUkED-iN-PLACE WALLS AND FOOTINGS AT ALL CORNERS AND INTERSECTIONS. 4. DECK AND ALL ACCESSORIES SHALL CONFORM TO ASTM A653-SS DESIGNATION, GRADE 33. 5. SPLICES IN WALL REINFORCING SHALL BE LAPPED (52) BAR DIAMETERS (2'-0" MINIMUM) 5. DECK AND ALL ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A924, AND SHALL BE STAGGERED AT LEAST 4 FEET AT ALTERNATE BARS. CLASS G60, 6. ALL OPENINGS SMALLER THAN 8 INCHES X 8 INCHF_S THAT DISRUPT REINFORCING SHALL 6. THE METAL DECK SUPPLIER SHALL PROVIDE CLOSURE PLATES AND ALL M+SCELLANEOUS I HAVE AN AMOUNT OF REINFORCING EQUAL TO THE AMOUNT DISRUPTED PLACED BOTH LIGHT GAGE METAL NECESSARY TO COMPLETE TI4E. WORK. SIDES OF THE OPENING, 7. ALL WELDING TO BE IN CONFORMANCE WITH AWS 01.3. 1. INCH X 30 !NCH:THE FOLLOWING MINIMUM REINFORCING AROUND WALL OPENINGS LARGER THAN 300 INCH 8. DECK IS TO BEAR A MINIMUM OF 2 INCHES AT ALL SUPPORTING MEMBERS. PERMIT_ 12.22.2JOLT 9. HANGERS SUPPORTED BY STEEL DECKING SHALL NOT CARRY LOADS GREATER THAN 120 A. (2) Its OVER OPENING X OPENING WIDTH PLUS 2'-0" EACH SIDE. POUNDS EVERY 25 SQUARE FEET. HANGERS SUPPORTING HIGHER LOADS MAY BE ATE: 10-12,08 B. (2) M5 UNDER OPENING X OPENING MOTH PLUS 2'-0 EACH SIDE. PERMITTED WITH PRIOR APPROVAL FROM THE ENGINEER. C. (2) p5 EACH SIDE OF OPENING X FULL STORY HEIGHT. G. LIGHT METAL STRUCTURAL STUD WALLS 0. PROVOPENING C DEGREE OBTAINED. FOR BARS AT OPENINGS IF REQUIRED EXTENSION PAST 1. ALL PRODUCTS ARE TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL (_CHC�K OPENING CANNOT 9E OBTAINED. STUD MANUF'A%;TURERS ASSOCIATION (SSMA) INSTALLATION SHALL BE IN ACCORDANCE 8. PROVIDE (2) #4 CONTINUOUS BARS AT TOP AND SOT-TOM AND AT DISCONTINUOUS ENDS OF ALL WALLS. WITH THE CURRENT ICG REPORT ER-49438 I ORAWNSY,. RM A2. STEEL STUD FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C754_ 9. PROVIREINFORCING. DOWELS FROM FOOTINGS TO MATCH D VERTICAL WALL, PILASTER AND COLUMN 3. METAL STUD WALL TRACKS ARE VO BE ATTACHED TO CONCRETE FLOORS WITH MINIMUM �� REINFORCING. (POURED IN TINCF COLUMNS AND WALLS). 0.145 INCH DIAMETER X 1" PENETRATION POWDER-DRIVEN FASTENERS SPACED AT 24 I� PROJECT 706497 10. LAP ALL BARS IN INTERSECTING fU�)11NGS 2'-8" OR (52) BAR DIAMETERS, WHICHEVER IS INCHES ON CENTER. CLL V R. 4. UNLESS OTHERWISE NOTED IN DRAWINGS, METAL STUDS ARE TO BE 600$137--43 SECTION 11. ALL VERTICAL WALL. REINFORCING TO BE PLACED IN CENTER OF WALL UNLESS SHOWN OTHERWISE ON DRAWINGS. WITH MINIMUM SECTION PROPERTIES (GROSS) AS FOLLOWS: Ix - 2 042 INCHES^4. Sx - 0.661 INCHESA3 AND A - 0.413 INCHES"2. STUDS TO BEAR ON FULL WIDTH OF TOP 12. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. AND BOTTOM TRACK. t3, CONTRACTORTO DESIGN AND PROVIDE ADDITIONAL REINFORCING AS REQUIREDFOR LIFTING5. STUD SPACING TO BE 16 INCHES ONN CENTER OR AS INDICATED ON DRAWINGS. LALLS.PROVIDE (2) j4 CONTINOUS EACH SIDE OF SLAB OPENINGS. EXTEN 2�-OAST OPENING. 6, WALL COVERING MATERIAL ANO ATTACHMENT TO BE PER IBC SECTIONS 2506 THRU 1508. RECEIV�� AND 2511. 7. #8 GAUGE SCREWS TO BE USED TO CONNECT METAL FRAMING EXCEPT AS NOTED ON THE DRAWINGS. WELDING IS ACCEPTABLE WHERE INDICATED ON THE DRAWINGS. ALL WELDS OF n 2 200 . GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. 8. GALVANIZED COATIN(, TO BE G60 MINIMUM. Ob OPLI'NonhwW O � 1 aDnahl,ct>rN,_oR I� 4 � S _ �+erw•x.wtia.ftw. .. .. .. .. :d?f• ! 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CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE _____- CONCRETE FOOTING PER SCHEDULE THIS SHEET FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" I© PANEL 5'-0"x20" DEEPx SEE PLAN (5) N7 LONGITUDINAL BOTTOM BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING (5) #4 LONGITUDINAL TOP S:--S CONCRETE FOOTING STEP PER DET,145-1\ TO BE A MINIMUM OF 18" BELOW FINISH GRADE. L- 52.1 N4 AT 12- O.C. TOP AND BOTTOM TRANSVERSE 3. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND 13 PANEL 8'-0"x32" DEEP. SEE T'I-AN (12) /9 LONGITUDINAL BOTTOM ■ TUBE STEEL COLUMN PER SCHEDULE THIS SHEET COMPACTION TO SUPPORT FOUNDATIONS AND CONCRETE SLAB -X'-X' ON GRADE. )PERMIT 1.52001 (8) NS LONGITUDINAL TOP T.O. 7G. ELEVATION OF TOP Of FOOTING BELOW FINISH FLOOR _ AT 12 O.C. TOP AND BOTTOM TRANSVERSE 4. PROVIDE AN UNDER SLAB VAPOR BARRIER IF REQUIRED BY 'HE A PERMIT 12-:?-20V' 14 PANEL 7'-0"x32" DEEPx SEE PLAN 1/ (10) /9 LONGITUDINAL BOTTOM O COLUMN AND FOOTING PER SCHEDULE THIS SHEET ARCHITECT/OWNER. PLACE IN ACCORDANCE WITH GEOTECHNIZAL QATE: 10-12-M (8) 5 LQNGITUDINAL TOP ® PANEL NUMBER SEE SHEET S72 FOR PANEL ELEVATIONS ENGINEER'S RECOMMENDATIONS. USE CURING BLANKF-iS FOR SLABS PLACED OVER VAPOR BARRIERS. DO I`'f)T ',40 CURE _� AT 12' O.C. TOP AND BOTTOM TRANSVERSE 15 PANEL 7'-0"x30" DEEPx SEE PLAN (7) 08 LONGITUDINAL BOTTOM _ - P J PANEL JOINT 5. CRANE SUPPORT REQUIREMENTS TO BE VERIFIED BY CONTRACTOR. I CHECK.' TN (6) N6 LONGITUDINAL TOP PROVIDE THICKENED SLAB OR LOAD DISTRIBUTION PADS _ Q ORibnLf : ARM AS REQUIRED. L__`_- 5 AT 12' Q.C. TOP AND BOTTOM TRANSVERSE C J CONCRETE SLAB CONTROL JOINT PER DET41L 16 PANEL 4'-0"x20" DEEPx SEE PLAN (6) R8 LONGITUDINAL BOTTOM 6. SLAB HAS NOT BEEN DESIGNED FOR SUPPORT OF TEMPORARY S c" 7 (4) N6 LONGITUDINAL TOP PANEL BRACING, CONTRACTOR TO VERIFY BRACE DESIGN PRA/ECT: 205497 5 AT 12' O.C. TOP AND BOTTOM TRANSVERSE REQUIREMENTS AND THICKEN OR REINFORCE SLAB AS NEEDED, OR PROVIDE ALTERNATE MEANS FOR BRACE SUPPORT. 1 PANEL. 8'-0"x32" OEEPxCONT. (8) /9 LONGITUDINAL BOTTOM COORDINATE ANY CHANGES IN SLAB DESIGN WITH ENGINEER. (8) 05 LONGITUDINAL TOP 5 AT 12" O.C. TOP AND BOTTOM TRANSVERSE 7. SEE PANEL ELEVATIONS, SHEET S7.2 FOR FOUNDATION EMBED 18 PANEL 5'-0"x26" DEEPxCONT, (6) /7 LONGITUDINAL BOTTOM REQUIREMENTS. (4) /5 LONGITUDINAL TOP 5 AT 12" O.C. TOP AND BOTTOM TRANSVERSE b DESIGN SOIL PRESSURE: 3,000 PSF, DEAD LOAD + LIVE LOAD SEE SOILS INVESTIGATION BY: TERRA ASSOCIATES, INC. 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CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS STRUCTURAL REVIEW COMPLETE 11 PANELS 4'-0"x24" DEEPxCONT. (6) #6 TOP AND BOTTOM BLDG. 'A' METAL STUDS WITH ARCHITECTURAL DRAWINGS. GRID 0.9,11.1 2. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE '�6)i> 2&Y-4 - C)o 5-1 CONCRETE FOOTING PER SCHEDULE THIS SHEET FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" PERMIT N PANEL 5'-O"x20" DEEPx SEE PLAN (5) #7 LONGITUDINAL BOTTOM BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING C5. TO BE A MINIMUM OF 18" BELOW FINISH GRADE. ff (5) 04 LONGITUDINAL TOP S: :::S CONCRETE FOOTING STEP PER D -R DETAIL BY_LZi :14 #4 AT 12" D.C. TOP AND BOTTOM TRANSVERSE ATE / PANEL 8'-0*x32" DEEPx SEE PLAN (12) #9 LONGITUDINAL BOTTOM • TUBE STEEL COLUMN PER SCHEDULE THIS SHEET 3. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND MILLE C S LI"KNG ENGNEERS _X._X. COMPACTION TO SUPPORT FOUNDATIONS AND CONCRETE SLAB (8) #5 LONGITUDINAL TOP /-T.-6-.-FT-G ELEVATION OF TOP OF FOOTING BELOW FINISH FLOOR ON GRADE. PERMIT i4ww AT 12' D.C. TOP AND BOTTOM TRANSVERSE 4. PROVIDE AN UNDER SLAB VAPOR BARRIER IF REQUIRED BY THE14 Lj_ffil?A�ff 12-22-2006 PANEL V-13"02" DEFPx SEE PLAY (10) #9 LONGITUDINAL BOTTOM COLUMN AND FOOTING PER SCHEDULE THIS SHEET ARCHITECT/OWNER. PLACE IN ACCORDANCE NTH GEOTECHNICAL I DATE: 10-12-M (8)�5 LONGITUDINAL TOP F_T__j PANEL NUMBER SEE SHEET S72 FOR PANEL ELEVATIONS ENGINEER'S RECOMMENDATIONS. USE CURING BLANKETS FOR AT 12" D.C. TOP AND BOTTOM TRANSVERSE SLABS PLACED OVER VAPOR BARRIERS. DO NOT WET CURE. 15 PANEL 7'-0"x30" DEEPx SEE PLAN (7) 08 LONGITUDINAL BOTTOM P i PANEL JOINT 5. CRANE SUPPORT REQUIREMENTS TO BE VERIFIED BY CONTRACTOR. I CHECK- TN (6) #6 IONGITUDINAL TOP PROVIDE THICKENED SLAB OR LOAD DISTRIBUTION PADS #5 AT 12" D.C. TOP AND BOTTOM TRANSVERSE C i CONCRETE SLAB CONTROL JOINT PER DETAIL AS REQUIRED.16 I DRAWNBY. AW PANEL 4'-0"x20" DEEPx SEE PLAN (6) #8 LONGITUDINAL BOT70-4 6. SLAB HAS NOT BEEN DESIGNED FOR SUPPORT OF TEMPORARY 7V (4) #6 LONGITUDINAL TOP PANEL BRACING. CONTRACTOR TO VERIFY BRACE DESIGN S7 f5 AT 12- D.C. TOP AND BOTTCM TRANSVERSE REQUIREMENTS AND THICKEN OR REINFORCE SLAB AS NEEDED, PROJECT 208497 OR PROVIDE ALTERNATE MEA14S FOR BRACE SUPPORT. PANEL 8'--0"x32' DEEPxCONT. (8) 09 LONGITUDINAL BOTTOM COORDINATE ANY CHANGES IN SLAB DESIGN WITH ENGINEER. (8) 05 LONGITUDINAL TOP 05 AT 12' D.C. TOP AND BOTTOM TRANSVERSE 7. SEE PANEL ELEVATIONS, SHEET S7.2 FOR FOUNDATION EMBED 19 PANEL 5'-0"x26' DEEPxCONT. (6) 07 LONGITUDINAL BOTTOM REQUIREMENTS. (4) 05 LONGITUDINAL TOP e AT 12- O.C. TOP AND BOTTOM TRANSVERSE1 DESIGN SOIL PRESSURE: 3,000 PSF, DEAD LOAD + LIVE LOAD SEE SOILS INVESTIGATION BY; TERRA ASSOCIATES, INC. 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Z Q HSS exe.s/16 1 1/4• e'-o'xe'-o'x2o' DEEP (9) /6 EACH WAY 4 A FOUNDATION PLAN - BUILDING 8 O C t� HSS 8x8x1/4 1• 7'-0'x7'-O"x20' DEEP (7) /6 EACH WAY - 1.1 Q HSS 6x6x5/16 1• 6'-0'x6'-0"x16' DEEP (7)-/5 EACH WAY U. �6 HSS 6.6x1/4 3/4' 5'-0"x5'-U'xlB' DEEP (8) /5 EACH WAY O7 STOREFRONT 2'-0'x12• DEEPxCONT. (2) /5 BOTTOM tRlllEf 111LL O PANEL Z'-6'.16" DEEPxCONT. (J) /5 1UP AND BOTTOM •�•� y� O PANEL 3'-O•xt6' DEEPxCONT. (4) /5 TOP AND BOTTOM FOUNDA I ION NO I GS: FOUNDaj�ON LEGELVD: 10 PANELS N-0'x24" DEEPxCONT. (5) /5 TOP AND BOTTOM BLDG. 'B' GRID 0.9,101 �- CONCRETE TILT WALL PANEL 1. CONTRACTOF, TO VERIFY ALL DIMENSIONS AND ELEVATIONS L---- WITH ARCHIIECTURAL DRAWINGS. 11 PANELS 4'-0'x24" OEEPx!:ONT, (6) /6 TOP AND BOTTOM BLDG. 'A' ��...Q MET.`l STUDS GRID 2. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE I 09.11 1 CONCRETE VX,'T1NG PER SCHEDULE THIS SHEET FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12' 1 PANEL 5'-0•x20• DEEP. SEE PLAN (o) /7 LONGITUDINAL BOTTOM -_--_- BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING I (5) /4 LONGITUDINAL TOP S:::::S CONCRETE FOOTING STEP PER DETAIL TO BE A MINIMUM OF 18" BELOW FINISH GRADE. _ AT 12' O.C. TOP AND BOTTOM TRANSVERSE. 52.1 1 PANEL 8'-0'x32 DEEPx SEF PLAN 12 • TIM_ STEEL COLUMN PER SCHEDULE THIS SHEET 3. SEE GEOTECHNICAL REPORT FOR ATI ORADE PREPARATION AND �--_ { ) /9 LONCITIIDINAL BOTTOM COMPACTION TO SUPPORT FOUNDATIONS AND CONCP.LTE SLAB -x'-X' ON GRADE. (6) /5 LONGITUOfYAL TOP � ELEVATION OF TOP OF FOOTING BELOW FINISH FLOOR I --- _ AT 12" O.C. TOP AND BOTTOM TRANSVERSE PERMIT 12-21-Tare 4. PROVIDE AN UNDER SLAB VAPOR BARRIER IF REQUIRED BY THE I� 14 PANEL 7'-0'x32' DFEPx SEE PLAN (10) /s, LONGITUDINAL BOTTOM 0 COLUMN AND FOOTING PER SCHEDULE P41S SHEET ARCHITFCT/OWNER. PLACE IN ACCORDANCE WIT1, GEOTECHNICAL ��_ X0.13-Oe (8) 5 LONGITUDINAL TOP ENGINEER'S RECOMMENDATIONS. USE CURING BLANKETS FOR -- PANEL NUMBER SEE SHEET 572 FOR PANEL ELEVATIONS SLABS PLACED OVER VAPOR BARRIERS. DO NOT WET CURE. -- AT 12' O.C. TOP ANO BOTTOM TRANStiERSE 1S PANEL 7'-0'x30' DEEP)( SEE PLAN (7) /8 LONGITUDINAL BOTTOM P J PANEL JOINT 5. CRANE SUPPORT REQUIREMENTS TO BE VERIFIED BY CONTRACTOR. IC#&!C TN (6) /6 LONGITUDINAL TOP 1 PROVIDE THICKENED SLAB OR LOAD DISTRIBUTION PADS I ORAIA4VBY. ARM 05 AT 12' O.C. TOP AND BOTTOM TRANSVERSE C J CONCRETE SLAB CONTP.OL JOINT PER DETAIL® AS REQUIRED. X16 PANEL - 4'-1•x20" DEEPx SEE PLAN (6) (8 LONGITUDINAL BOTTOM 6. SLAB HAS NOT BEEN DESIGNED FOR SUPPORT OF TEMPORARY � L;f 7t) (4) /6 LONGITUDINAL TOP PANEL BRACING. CONTRACTOR TO VERIFY BRACE DESIGN 05 AT 12' O.C. TOP AND BOTTOM TRANSVERSE REQUIREMENTS AND THICKEN OR REINFORCE SLAB AS NEEDED, PROJECT. TOSI97 1© PANEL e'-0"x32" DEEPxCONT. (e) /9 I.ONpTUIXNAI BOTTOM OR PROVIDE ALTERNATE MEANS FOR BRACE SUPPORT. (8) /5 LONGITUDINAL TOP COOROINATE ANY CHANGES IN SLAB DEa10N MATH ENOINEER. 05 AT 12. O.C. TOP AND BOTTOM TRANSVERSE 7. SEE PANEL ELEVATIONS, SHEET S7.2 FOR FOUNDATION EMBED 1® PANEL 5'-0''x26' GFEPxCONT. (6) /7 LONGITUDINAL BOTTOM REQUIREMENTS. a; (4) /5 LONGITUDINAL TOP R1101,�,vE,, S 1 05 Al ,2. O.C. TOP AND BOTTOM TRANSVERSE DEC 2� 10 � . DESIGN SOIL PRESSURE: 3,000 PSF, DEAD LOAD + LIVE LOAD �F SEE SOILS INVESTIGATION BY: TERRA ASSOCIATES, INC. DATED DEC. 7, 2005 D M 1 _ 2 Co' lb ititucu no on -.....1..�«Pll!«.:.:._, .. •..,.Rawl .. _ rAl�r„.1'r...._.. '�_ ..,v...r,........ _.• � •:._ ..,r .,.. a:ur,x:a.,uyev •�►'91i'�Y ...�..: .•,,,t.u. .•.wi.•,..yny...,W'".fl , + �"e''MM.11•�'FM.1!HNYbIKC►OA'!Y - I +M.IM�I �` .. NYf . "sl ?4S£1!�iN uflf�p�0ro` w.. Now rrr �r r tti � I � I � itil � � I � r , �, � � _._ r�17T7T orb I rel sir rl� I I rir rrr r�l r r r1i r(t rir I 1 r�r rlr �t I lr • I I I I1. fly Ty!1 71111 171 ,- j 012 �r� 11' . 30X �. » t ILIIITI 1" i 1 W�gll,l u Iliu1 iu�MIMI uldl u�uuuuilull uu! I lulluu uill�l cul ul�lw iuduu'uTuu • +,�..rwrr•r.,e,.+w.rvn-m. ...w-++w-ww.►�,ww+r.ow-w.+ar,..ws. +e -wuM.. �� .+te../w,cr:,...»Ir.+ew.:v:_.•,v.w..:.wa•.�=+a■+.+I�:ors. ,.,., +,...,,. - •wv- _•.•u+r. -.-rr-.•. _..- ... ...� - .eA. •1i n� llllllllll■ ` ^ W O 1 3/4' 1/16' MAX SLOPE TOP AND 80((OM NOTE: KE WOOD FORM PWMOOD USED BUORE N CONCRETE POUR TO PREVENT SWELLING - STOREFRONT DOORWAY. °• , c PRE CAST CONCRETE TILT-UP WALL SEE ARCHITECTURAL � � � u rr 7- Z> Q _ 1/0- RADIUS TOOLED EDGE L�• j r k X U cV� v KEY /LOCATE KEY AT MIO -/1 x TO MATCH SLAB REINFORCING. � w AT CONTRACTORS opTi SEE SCHEDULE FOR BEARING PLATE. Q� [+ • SLAB DEPTH MAY OMIT NIS SLAB THREADED ROO EPDXY'ANCHORS GRIDUSE d' � I ~ REINFORCING IS NOT REQUIRED. CONCRETE TILT PANEL 3/4' OR LESS NIATHICKNESS.TUSE WITH SAME DIAMETER AND EMBEDMENT 1 c 521 POUR JOINT. SIMILAR TO COLD PER PLAN MAY BE USED. F (!)-IL I OR GREATER.1k BOLTS WITH BOLTS PLATES SEE AND SHEET CONTROL JOINT EXCEPT RUN SLAB 12'xDIA. MINIMUM. FOR COLUMNS (S7.2) FOR PANEL REINFORCING THROUGH JOINT 1 4 ADJACENT 10 TILT WALL PANEL CONNECTIONS - SEE DETAIL 1.) AU. CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS � � 0 ; 1 52.1 •1 2.) SEE PLANS AND SPECIFICATIONS FOR TYRE AND • • I I LOCATION OF JOINT. o 'O i Q p �p 11 T.S. COLUMN SEE PLAN PANELS h ' O O •` np 00 O I T� 0 + V BLOCK OUT SLAB FOR COLUMN. o I I FILL AFTER COLUMI� IS PLACED SEE PLAN ►. /0'1A COLD KEYED CONTROL JOINT COMPACTED BACKFILL Q FOR PANEL REINFORCING �— AT EACH SIDE OF WALL. SEE PANEL ELEVATIONS TUBE STEEL USE KEYED CONTROL. JOINT i• -' USE CRUSHED ROCK INSIDE. I I S21-01A 1 1 2r 1 0 2, r� ---SHIM PANELS AT 8'-0" U.C. MAXIMUM • • • • - 2"t GROUT PADS W/ (MINIMUM THREE SHIMS PER PANEL) AND " LEVELING NUTS PLAN GROUT WITHIN 24 HOURS OF SETTING • • I I • r.r..•�� A ? I I IF NEL 1. 'b do w COMPACTED SAND OR / q t/8" RADIUS (CiOLEO EDGE 3/4' X 1'-D' SMOOTH GREASED . COMPGRAVEL BACKFILL. 00 • DOWEL AT 2'-0' ON CENTER. ^ f K CENTER IN SLAB. � • • `° C 2 NOT FILL NTH CONCRETE. ' ITIONAL REINFORCING AND TIES .,9 o•O ► ���/�� � • UR SOME CONDITIONS. SEE • 4 • SEE PLAN - C. o --- TING SCHEDULE • „ , i i , GROUND FORMED • � / EARTHTURBED 4 • • " FOOTING pm min 1121 SW abam • Srus 100 SEE SCHEDULE FOR • • • • r r -SEE SCHEDULE .� / MATCH FOOTING 1'- " FOOTING SIZE AND ^ ` • ® n �� FOR FOOTING SIZE REINFORCING AND REINFORCING • r \� 1'- Pw1wp4 0R 97203 �• DOWELED ,IOINi INSTRUCTIONS � � REINFORCING -'- `/� 1'tL 30 .221.1121 1.) GRIND ENDS OF SHEARED DOWEL TO REMOVE DEFORMITIES. SEE SCHEDULE FOR FOOTING �� 0'-3' CLEAR Fa 03.2?x1121 - SEE DETAIL g 3 SIZE AND REINFORCING 6" MIN. _ 2.) CAREFULLY REALIGN BARS AFTER TROWLJOINT SLAB 2' V- FOOTING SIZE AND REINFORCING TO INSURE BAR IS PERPENDICULAR TO JOINT 3• C FOR 11E5 NHE E 3' CLR. AT FOUNDATION PLAN � 116 ZONT III AND VERTICAL t Y REQUIRED A 3.) GREASE ONE END OF BAR 4•) ALL CONSTRUCTION JOINTS TO dE COLD CONTROL JOINTS 5.) SEE PLANS AND SPZC IFICATIONS FOR TYPE AND LOCATION OF JOINT. 2 SLAB AT WALL POUR JOINT 3 DOORWAY AT STOREFRONT 4 TYPICAL INTERIOR COLUMN i 1 B COLD DOWE=LED CONTROL JOINT S2. S21-02.dwg 1- 711 -0 2 S21-03.dwg 1 • 1 -D 2• S21-04.dwg I . , _0 5 TYPICAL STEP FOOTING -o,e 1 1/2' . 1--0' s21-os.dwg -r.— S211 -o BACKER ROD. PLACE IMMEDIATELY AFTER SAW CUT (SAVE DAY) SAWN JOINT. 1/5 SLAB DEPTH. SAWING TO OCCUR AS EARLY CONSULTING A POSSIBLE WITHOUT 5PALLING ENG I N E E R S CONCRETE. DO NOT WAIT UNTIL THE v FOLLOWING DAY 2'-O" 3133 SNI Kelly Awnu• w JOINT I I (3) - N4 x� 2'-0' pordand - Oregon onx 503.222.4453 vlmk(*vlmk com I I EMBED INTO COLUMN I SMAB.9263 www.vlmk com I ° COLUMN PER PLAN ; t PIER AT 6' O.C. /4 x CONTINUOUS CONSULTANTS I I STOP REINFORCING 0'-3' I I BASE PLATE SEE CLEAR OF JOINT ; ; SCHEDULE SIE PIAN • -- VERIFY WITH ELEVATOR SUPPLIER 1 C WET SAWN CONTROL JOINT '' ------ 'Z S21-01C 1 1/2 1 -0 • _ 4 3/4 x 8 x 0'-8' WITH L4 x 4 x 3/8 W/ 3/4' DIA. US] (2) - 3/4" x 6' DRILLED ANCHORS AT 24" O.C. ,p_i � o ^� �9�• I I 1"t NON SHRINK GROUT NELSON STUDS SEE S4.1 SEE SEE PLAN BEAM tSn V �OptArdit .a 0.8rmn,inc LOCATE (3)- TIES AT TOP PANEL EDGE _ ' PIER 2'-0" x 2'-0" • YARD ! LACI A"01 2 2'2" 4 ,, ,I i WITH (4) - � VERTS �- I • • -� REINFORCING PER Ht 4 in NI1N N13 TIES © AT 6' O.C. REINFORCING ELEVATION ( ) 6' 1 -. r.� dyp• ck. �1. Ir TYPICAL `� (2)- N #4 x 6" �T 24' O.C. I I /I H2 ({) /7 4" 6OWNER 9 11 24- 08 3' J H3 (4) 05 4' Lu �p or • ' o i /4 x 6' (AT 24' OC. /4 AT 12' O.C. HORIZ. 1 1/22_ H4 (3) /3 4' O ' I COLUMN PER I 4 V ' + W , ��-LAP 6'-0" MINIMUM � O I � i o � I 2' CLR. P� I I O O COMPACTED SAND OR a I J '� NOTES: I GRAVEL BACKFILL w 2' SLR. /4 x AT 12" O.C. 1.)SEE FOOTING SCHEDULE 3' 1 ELEVATOR PIT SEE # 1SHEA,Y WALL CLR I I , , ' DETAIL FOR 6 LS x 3 x 3/8 x REWIRED FOR REINFORGNG. 3' 8 3" I� 4" / A7p5 BAR TO / / REINFORCING. -� 4' 2.)SEE FOR TIES PANEL PER I I e � k � # (LLV). SEE SCHEDULE. FOR PLAN I I SEE S'L.1 FOR � 20 L 1 1/2"x1 1 2'x 1 4" ANGLE TTP. 3 ' FURTHER INFORMATION CONT. GALV. EA. SIDE AND r I I ADDITIONAL INFORMATION • ENDS W/ 3/4' DIA, x 4' -IN AT 12" O.C. a a WHERE. REQUIRED J I t _ A•'Or • , • \\\ NELSON STUDS AT 24" O.C. EACH WAY SEE PANEL 1_.. __I 0'.$ 10 °' I INSERT ANGLES TO 1 ST6v ELEVAIIUN 1 I 8 �, 1" GRATING I VERTICAL \ ` / y x MATCH ANGLE LENGTH. FOR EMBEDS 1 I -_ - - ALIGN VE C L \ FLAT BAR x 3/8 x 3" A w ' • __ _. REINFORCING v, --- I - 8�a Q� • • 1''• •• • �� ` - --�� -LS x a x 3/8 x REWIRED. a 9 ,P� • SEE SCHEDULE FOR -- -- • =•p:W SEE PLAN • . , �•. °vtl� °" 4t "'d°• `L • • P • • 1a4-5ORCIING WEBSTIFFENER EAT Z Z • r 1'-0" 2'-0' x 2'-0' $COMPACTED . . . BAR. • . „ • - • " • ' SUMP PIT CRUSHED ROCK • I Z it rr LOCATE • • r N 1x lir 2. D.C. W ' � OF EMBED.TRANSVERSE (3) /4 EACH WAY [�j� VERIFY WITH PIT r x REINFORCING EACH SIDE e 8 REQUIREMENTS WITH MECH. 4, • • +o DRAWINGS AND LOCAL CODE EXTEND REINFORCING AND • �� REQUIREMENT'S PROVIDE STANDARD HOOK ' ;,1 o• °• 3'0° o• �•- AS SHOWN. ---,\ PrtQECT MIIA� SEE FOUNDATION PLAN e 8 0'8 0 8 PANEL THICKNESS 1'-0' MINIMUM FOR F00'lING SIZE AND PLUS 2' VERIFY NTH REINFM-TNG LOCATION OF 1'-0" ELEVATOR PIT CL 6 COLUMN DETAIL 7 PIER AT ELEVATOR PIT 8 ELEVATOR PIT 9 PANEL HOLDOWN ANCHORAGE 2 S21-06A.dwg 1 . 1_ 2. S21-07.dwg I' '1 - S21-08.dwg 3 4 1 -0 2. 2• 521-09.dwg 3/4 . 1-05 a Q I STOREFRONT DOORWAY. SEE ARCHITECTURAL O TILT WALL SHEAR ( TILT PANEL -- Ili PANEL PER PLAN BEYOND -- SLAB AND REINFORCING PER PLAN f -- STOREFRONT/CURTAIN WALL. SIOF.WALK - SEE ARCHITECTURAL SEE SHEET (57.2) I I PER ARCH, 2'-0• FOR PANEL CONNECTION II WEO-WD r-REQUIREMENTS , 0 1EL TO MATCH SEEeFOR ADDITIONAL- � INFORGNG CENTER CONNECTION IN p Ij INFORMATION NOT SHOWN • , EMBED 4' MON. TTfILt PANEL OR PROVIDE AT SLAB AND REINFORCING EQUAL SPACES WHERE i� I PER PLAN MORE ARE REQUIRED. ' FOOTING PER PLAN �4 EPDXY DOWEL TO FOOTING PER- 2'-0' SEE SHEET (S7.2) I" EO'01 ' MATCH TYPICAL REINF. PLAN. TYPICAL 1'-0" — L + EMBED 5" MIN. REINFORCING 2'-0' I� NOT SHOWN Q X DOWEL TO MATCH I I ", EINFORCING CONCRETI" SLAB AND N /4 DOWELS 6" �— EMBED 4' MIN. • REINFORCINGSh i p I SEE (ONAL I OR �— � OCCURS � I AODI ONAL INFORMATION � ' -- •'i, k J • }}yy ' , - FOOTING AND REINFORCING WIDEN FOOTING ,S r1I 8' MIN 4 ;I�( . 'fib �L . , • REQUIRED - PROVIDE '--` PER PLAN °fb ' I • ADDITIONAL 05 1 III I B.e 8.tr ► , ' • • LONGITUDINAL AT 3/8' X 3' X 2'-0' PLATE r -L1' X " X 3,8' X 2'-0' . r , c , 12' O.C. TOP AND • • ' i i • • ' BOttOM Nv I WITH (4) 3/4 DIA. X 6' ' 4 ''. + , , NELSON STUDS AT T O.C. �PEIQIN(T 12-22-M 3/4' X 15" X 2'-0" PLATE-- � ' WITH (8 3 O DIA. X 6" NEL50lI ` ,• -EDGE OF FOOTING • DV _ 10 12-08 _ r ' BEYOND LD �. STUDS j2 ROWS A T 7" O.C.) �+•� � � r �. • • • • - 41b A • �r OROI,IT I DRANWBY: _ ARM ��/ 70 M PRVECT• 2'76107 10 PANEL_ CONNECTION 11 SHEAR WALL AT ELEVATIOR PIT 12 RECESSED ENTRY FOOTING 13 ENTRY FOOTING c 2. 521-10.dwg 1 • 1-0 2. S21•-II.dwg 3/4' 1 -0 '� I S21-12.dwg 1 1770 2 S21-13.dwg 7 1 -0 we 2. 7 ?�•. 10D6 opm Ncwt,wm 0 A _ 3 _ , � 6 � o.�•w•>leerurA,arr•rra 2 OR iav:a u.+rr rw.+aK'YaMMR'.+.•-.tr�iyJ f..•.,' ttf fi ftrTr tt rYr1t IT rr t 14 �,� Till , , . I I J� I ho • r 1rr11111Ir1i1rrrrlrlrl ► rlrr ! rrrrrrrrrrrrl ., . . _ .....•..i .ro.,� I I I ( ( 1 —- -- L. I 111 lZ I 30X w a t T111167111111m 11011,il • �� ♦.r....rpr..r»r,rrRa+rn..-+....+w.«....+wo...w.ww.aw,,.�.,wr w•.r..s+.w...rwc.r-n..-r,.... .........-,w...�.w...w..._-+a._Wr.,rY,.,.".w.r.rw.........:ar,.,...�... _ /+r.rr......,..,,w........«...w.« . ....,...,«w•...n.,�w...n••r- _._.,-,...ra..,�,.✓c, .dugWWror..", . -_ _.._ :::WCr,a'.k.,7 v'.r""*.®e+'+�r..•7r.ewb wQM+r+...w.•...1•M....-.er+-w,�.,..... z_..1►.: -.,—� ._ ._ �.-- - �.. - ... ., .. .,...0 t -wY+rw` �.. ' • ►• _ ..... ..-.• ..�..• _�......c.-•-..�...,._.�...,.,rw+.s.-.r—+,........ .....� .... _. ,,,._ ... .."..... ... ,. ... �+ ........ .... . �.. .s..ti .a+w....�-n,n.nryeao-. ... ,,..e,. , n 1 N, r r II- Y WWAFY 400518 2-43 STUDS WITH PER ARCH :I- (4) I-• TH POWIJER ACTUATED \ 400T150-43 TRAp(S 6( .`OVIDEy U N FASTENERS - #0 SCREWINTOUEACH)STUD (2) /4 HORIZONTAL IN MOND J, Q 0 1 ; BEAM AT TOP AND 48' O.C. Q /5 VERTICAL AT 32' O.C. CENTER IN CELL HS5 6x6x1/4 BRACE STUOS TO \, CODUMN AT MID-HEIGH'r ,- 8' CMU BL-". SOLID GROU'. TOP CENTER ON FOOTING BRICK VENNER. / 05 VERTICAL AT 32- O.C. LAP 3'-6' CONCRETE WALL ANCHOR PER DETAIL e / MINIMUM. ALTERNATE BEND AT FOOTING PANELS - 400S162-43 STUDS b 04 DOWEL x 8' r— __ Q AT 12" 0 C. OD AT 32' O.C. 3 \7/4' PLATE WITH \ 17 ��— (4) 3/4' DIA. A.B. UNE 0 PAN 1 EMBED 2• MINIMUM. AND F P7 II=III 1't NON-SHRINK GROUT _.I BE YON /• A I— - — • ♦� PROVIDE PANEL HOEDOWN q __ ; X14 TIES x PER DETAIL ' AT 12' O.C. SEE PANEL S2.1 'r • AT PANEL HCQWN PLAN FOR • �, __--� AS SHOWN LOCATIONS -- y (3) /3 TIES �� ♦ G+1 .I� b (J) #4 CONTINUOUS 1121 SWS1:1man ♦ I . PROVIDE TYPICAL PANEL JOINT TIES NOT REO'D 3WM/00 N (4) /4 VE(T. WITH =_... 5'-0' 90' HOOK ON SOX 10'-0' AT LOCATIONS WHERE ♦ OF REINF. AT ENDS STANDARD HOOK NO PANEL HOLDOWN IS pOt'thsiA M 97A1 ~ • (4) /4 EACH WAY AT OPENING OR DISCONTINUOUS NOT PRESENT Td 503.221.1/211111111 ENDS, PROVIDE (2) 05 FULL NOTE: FaL 503.221.2011 \ ` \ 2'-0' HEIGHT IN EACH OF FIRST PROVIDE TYPICAL LAP FOOTING AND r TWO CELLS. DO NOT ANCHOR SPLICES AT CENTER OF REINFORCING PER PLAN GATES TO WALL, PANEL AS REQUIRED 3'-e• A 1 _FOOTING AT EXTERIOR COLUMN 2 TRASH ENCLOSURE TIES AT BASE CONNECTION 2. - 1.dwq 1 . 1 - 2. S '2-02.dwq r • 1 - 2 S22-03 dwq 1/8 1'-0" CANTILEVERED RETAINING WALL SCHEDULE RETAINED SOIL WALL FOOTING FOOTINGCONS U L T I N G HEIGHT 'H' THIC*,. 'T' DEPTH 'D' WIDTH 'W A' BARS 'B' B',RS ENG 1 N E E R S .1 4'-0' 6' 10" 2'-0' /4 AT 24" O.C. EXTE'NL' 'A' BARS 3933 SW Kelly Avnu• Pwdand • Or•gon 07276 liLl 812' 2'-6' /4 AT 12" U.C. EXTEND 'A' BARSWATERPROOF -- ---- 1503.222.4453 vlmww.vlmk=mMEMBRANE A7 — 8' lY 3'-0' /5 AT 15" Q.C. NS AT 15' O.C. 50324T1.92d3 ww`".vlrrtkcom (2) 04 AT TOP OF WALL BACK OF FREE DRAININGWALL WALL NOT 00MU LTAfM GRANULAR 1.) BACKFILL. BEHIND WALL TO BE LEVEL EXTENDING A DISTANCE NOT LESS 'B' BARS — BACKFILL THAN THE HEIGHT OF THE WALL. IF SLOPE OCCURS DIRECTLY BEHIND WALL CONTACT ENGINEER FOR ADDITIONAL WALL AND FOOTING REQUIREMENTS. 'A' BARS, LAP 3'-6" MINIMUM -\ �\/ 2.) SLAB AT FRONT Of WALL IS REQUIRED FOR WALLS HIGHER THAN 4'-0". 4�\�Yi� WHERE SLAB IS NOT PRESENT, PROVIDE CONTINUOUS KEYWAY. 2 /4 , T 12" O.C. HORIZONTAL c CIAi 3.) DO NOT BACKFILL UNTIL SLAB IS COMPLETE. 0 Opus] 3.) DESIGN BASED ON 35 PSF LATERAL PRESSURE, 3,000 PSF ALLOWABLE SOIL Opm A"a CONCRETE SLAB AS OCCURS ? BEARING, 300 PSF PASSIVE PRESSURE AND 0.35 FRICTION COEFFICIENT C,�,.� NOT REQUIRED FOR WALLS •-"11' �inc 4'-0' AND LESS e > TION ORAKEYWAY OUDRAIN _ (!r WRAP HATH FILTER RETAINED SOIL KEY A FABRICCBARS HEIGHT 'H' DEPTH 'K' 'C' BARS s 4'-0" N/A N/A OIMER /4 AT 12. O.C. � � ,r LLONGITUDINAL4. e'-0• e' N/A rLi ,w e• e- ♦♦♦ QC 4 RETAINING WALL ''� 0 2. S22-04.dwq 1/2' 1'- 09Z k m Zo Lu ��ouc�cTAluIE 1 { �i I 0 � 1 z o I cm 6m 1111W m T flit/ l I 1 I If11 Ewif 12-22.1006 I aTE: - 10.12-M I 1CCr+lecr. 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I a4 TE: 1011.08 4.1 SLAB REINFORCEMENT TO BE NJ BARS AT 16. O.C. EACH WAY. SEE DETAIL 8 FOR PLACEMENT AND CLEARANCE REQUIREMENTS. ADDITIONAL REINFORCING PER PLAN S4.1 1. GIRDER DESIGN TO INCLUDE THE FOLLOWING ADDITIONAL CONCENTRATED I CHEM. TN LOADS AT TOP AND BOTTOM CHORD FOR SPRINKLER MAINS AND MECHANICAL LOADS: 8. COORDINATE EDGE � SLAB DIMENSIONS WITH ARCHITECT. I t�RAYHVBY: ARM •3000 POUNDS LOCATED AT ANY_pOINT ON THE TOP CHORD SEE DETAIL�FOR TYPICAL EDGE of SLAB. •10DQ POUNDS LOCATED AT ANT PANEL POINT ON THE BOTTOM CHORD S4.1 ' EC �C 2. ADDITIO14AL POINT LOADS INDICATED ON PLAN MUST BE ACCOUNTED 7. CHORD REINFORCING TO RE CONTINUOUS. STAGGER SPLICES AND PROJECT. 2061D7 FOR IN GIRDER DESIGN. JOIST POINT LOADS INDICATED ON PLAN TO LAP 52 BAR DIAMETERS MINIMUM. BE ACCOUNTED FOR IN GIRDER DESIGN. S. CONTRACTOR TO VERIFY SIZE AND LOCATION OF OPENINGS IN 3. GIRDER BEARING DEPTHS TO BE 7 1/2" UNLESS NOTED Cli"CRWISE. FLOOR. REINFORCE OPENINGS PER DETAIL pR 4. 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PRQJECT AfAAr: I lH \ Z OC A THIRD FLOOR FRAMING BUILDING B f� GIRDER LOAD DIAGRAMS MARKFLOOR f M DESIGN NOTES: FLOOR FRAMING LEGEND: FLOOR FRAMING NOTES: 1� 1. JOIST DESIGN 71 INCLUDE. THE FOLLOWING ADDITIONAL CONCENTRATED � CONCRETE TILT WALI. PANEL 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS ® 29.1K 15.OK 70 LOADS AT TOP AND, BOTTOM CHORD FOR SPRINKLER MAINS AND 11 14 WITH ARCHITECTURAL DRAWINGS. I MECHANICAL LOADS: ---- LEDGER ANGLE PER DETAILS S41 AND S4.1 &wTMw •800 POUNDS LOCATED AT ANY POINT ON TNF TUP CHORD 2. DESIGN LOADS: 1® •300 POUNDS '.00ATED AT ANY PANEL POINT ON THE BOTTOM CHORD ■ TUBE STEEL COLUMN PER FOUNDATION PLAN DEAD - 60 PSF 2. ADDITIONAL POINT LOADS INDICATED ON PLAN MUST BE ACCOUNTED d17 SPAN OF METAL DECK PER FLOOR FRAMING NOTES LIVE - SO PSF (OFFICE) + 70 PSF (PARTITIONS) - 100 PSF (EXIT CORRIDORS) FOR IN JOIST CESIGN. LIMIT JOIST DEFLECTION TO SMALLER OF LL/360, TL/240 I (XJ NUMBER OF COMPOSITE SHEAR STUDS REQUIRED LIMIT GIRDER DEFLECTION TO TL/240 3. JOIST BEARING DEPTHS TO BE 2: UNLESS NOTED OTHERWISE. USE 3/4' DIA x 4 1/2" NELSON STUDS SPACED EVENLY ALONG LENGTH OF BEAM 3, TOP OF FLOOR ELEVATION - 28'-0' COORDINATE TOP OF STEEL 2 30.OK 11.SK 17.4K 13.4K 3 4. AXIAL LOAD IN TOP CHORD OF JOIST IS 6.0 KIPS AS CALCULATED ELEVATION WITH SLAB THICKNESS AND JOIST/GIRDER SEAT HEIGHTS. f- BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. C+1' REQUIRED BEAM CAMBER AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS. UNLESS I Q NOTED OTHERWISE. (X'-X") TOP OF BEAM ELEVATION BELOW TOP OF STEEL 4. METAL FLOOR DECK TO BE 20 GAGE ASC TYPE '3W FQRMLOK. LAYUP TO BE TWO SPAN MINIMUM FOR UNSHORED CONSTRUCTION. ADDITIONAL POINT LOAD ON JOIST OR GIRDER VoELD DECK WITH 1/2• DIAMETER PUDDLE WELDS AT EACH LOW L- - I�lyy LOAD APPLIED TO TOP CHORD, U.O.N. CORRUGATION ALONG EACH SUPPORT. WELD TO MARGINAL I ( ) INDICATES UPLIFT LOAD MEMBERS AT 24' O.C. SUTTON PUNCH SIDELAPS AT 24" U.C. �_-- ® PRO%4OE DOUBLE ROW BOLTED BEAM CONNECTION PE,: TOTAL THICKNESS OF' METAL DECK AND SLAB TO BE 3 1/2". PEROT 12-22-M FLOOR GIRDER DESIGN ISO , 4.1 SLAB REINFORCEMENT TO BE /3 BARS AT 16" O.C. EACH WAY. ADDITIONAL REINFORCING PER PLAN SEE DETAIL 8 FOR PLACEMENT AND CLEARANCE REQUIREMENTS. I DATE_- 10.12-08 1. GIRDER DESIGN TO INCLUDE THE FOLLOWING ADDITIONAL CONCENTRATED - S4.1 LOADS AT TOP AND BOTTOM CHORD FOR SPRINKLER MAINS AND MECHANICAL LOADS: 6. COORDINATE EDGE OF SLAB DIMENSIONS WITH ARCHITECT. I CF}tR+K TN •3000 POUNDS LOCATED AT AIIY PDW ON THE TOP CHORD SEE OETAIL�FOR TYPICAL EDGE OF SLAB. Lp�yVlyer_ AOtM •1000 POUNDS LOCATED AT A1tY PANEL POINT ON THE BOTTOM CHORD S4.1 ►� -- 2. ADDITIONAL POINT LOADS INDICATED ON PLAN MUST BE ACCOUNTED 7. CHOr4O REINFORCING TO BE CONTINUOUS. STAGGER SPLICES AND �` Lf /& FOR IN GIRDER DESIGN. JOIST POINT LOADS INDICATED ON PLAN TO LAP 52 BAR DIAMETERS MINIMUM. ff� F'R0�lECT: 208497 BE ACCOUNTED FOR IN GIRDER DESIGN. S. CONTRACTOR TO VERIFY SIZE AND LOCATION JF OPENINGS IN 3. GIRDER BEARING DEPTHS TO BE 7 112- UNLESS NOTED OTHERWISE. FLOOR. REINFORCE OPENINGS PER DETAIL 5 OR 8 4. AXIAL LOAD IN TOP CHORD OF GIRDER IS 8.0 KIPS AS CALCULATED $4. 54. BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS, UNLESS NOTED OTHERWISE. AXIAL LOAD AT FACE OF WALL IS 0.0 KIPS. RECEIVED I` 6J S3w2b DEC 2 2 1006 D f♦ , f)♦ 2 w 3 w 4 ww tx�ion-OR w aw�twt,xr w ww..,r. ' + .-re.ew...c�..rwnvw„.,,n,•...w-"+.a::';...,.{.,g• •..• - .. _ _. _. - �, '� >1'- ., _ ...!fay •'.- C +.•}ran .. -•^•.: .:. .� v._. .'C - �"- .••ICU--° •. r,..,::n t .�•' �I�r ��`r� -Ir.�ri r�i i r � 111 ilI IIr 1�' I'll ],FIJI IJr r � ;-1�T 1�r 1�t I t rII III ijl III rjl Ili tjr r�r`ili rlr rlr rr1 rIi I�r III Ilr� . ; •. � � ._ .: ' •.•. .. , , .• � � . . - 21I19L1I 4I ` , II � 930X l ,r No.3A X11- .,• (' � I Ulllllll ullllullWl u uluu f�luu.Iullu ulu ''I�uiilic� �iulful uuluu� u flu uluu uuluu uuluu • • .:.��!���$�� �• r .,,_._... .....-.. ..-.......... „...... ...w•......+N,.rr-...,.+:>. ... ..........e•..«.o-..+,.-......ir►+..-«. •�..rx..m--.......wn._.. . .-«,....... ... ..w.+i.- er -...:,.•.,,... wr +4i..+Aw+.•h....«.,w...,. -.r+.....wMii,.,a.�wn:wwns+.....w....,w,,r.wv«•.a� ..«..n,..�...+a--.�..r..r•r,w+saarr._.rw...>..... .r..•r.r..."....�... �.. ....ra �� �� �� II . ..,. LL.. -: - _ '•,tx-..--...i .. . .. ..,..-•..,,,. +.•,••,•,.-,•"..r. -_nu-.rn¢.."..".r,m....rQ..a...,.,..-r:_......,..,,. _ n..N.w..•- I 'i I r , Z) COLUMN OR BEAM _ - I' cL _ � PER PLAN 1/2' 1/2 - - qnu �u U I� 1/2' PLATE 112' PLATE-, _ MAX MAX / / 60,' - r� ,- SEE SCHEDULE FOR 3• 1 1/2- • I a ; PLATE SIZE. WELD Y � � O ; ; � RAJIUS RADIUS- ® ; Yd�J' ' cS SIZE AND NUMBER O - , TYPICAI TYPICAL , - o 14- OF BOLTS w ^ O „ O ' N i ® i 1/4- INEB STIFFENER a 1 2' 1 2" O O N 3. 3 � 9' • O � O i" - U-0 O ' EMBED 'A' EMBED 'B'CONNECTION PER1/2- T 1/Y � 1/2" � O � CONNECTION PER 541 TYPICAL_ _/bO NO RETURN TYPICAL+_\TOP & BOTTOM2 112- BEAM PER PLAN BEAM PER PLAN-TYPE 1 lYF'E 2 T 3 COLUMN OR BEAMTYPICAL TYPICAL 3/4' PLATE 3/4' PLATE �� PER PLANN.T.S. Fl.T.S. N.T.S. ANOTES 11J2.KM CVi KCTION S�lllE _ Sy F RW 1.) ALL WELTS EACH SIDE WITH E70XX ELECTRODES. t . -KNIFE PLATES, BOLTS BEAM PLATE WELD NUMBER 2.) USE TYPE I CONNECTIONS FOR BEAMS 10' nAND WELD PERa oxAND DEEPER. TYPE 2 FOR 6' AND TYPE 3 fOR � SEE SCHEDULE FOR USE fOR SIZE MICKNESS SIZE OF BOLTS 7' AND SMALLER. w PLATE ANO WELD 1/2' .N.1/2 SMALLER BEAMW36 1/2" 1/4' (10) 1' DIA 3•) SHORT SLOTTED HOLES ARE PERMITTED UNLESS SIZE. PROVIDE -- MAXMAX. _ BOLTS EACH�S� OTHERWISE NOTED. PROVIDE HARDENED WASHER. ; O ER SCHEDULE , 1 2' 1 w' AA33 1/2' 1/4' (9) 1- 11fA " n g• �2" � s- 5, 4.) ALL BOLTS TO BE A325N, U.O.N. ' ' n RADIUS (`-= W30 1/2"- 1/4"- (8) 1" DIA ' , , -= � TYPICAL 5.) PROVIDE FIELD WELD AT EMBEDS OR OTHER 1/4" WEB---. , 4 WEB EMBED 'C' EMBED 'D' 1121 SW Sulam W27- 1/2' 1/4' (1) t' DIA CONDITIONS WHERE CONSTRUCTION REWIRES. �_ 1/2' L I A / - • •� W24 1/2' 1/4' fit) 1' DIA --- STIFFENER O STIFFENER i • • _ _ 6.) WASHERS ARE NOT REWIRED EXCEPT HATH � ��1� W21 1/2' 1/4' (5) 1` DIA SLOTTED HOLES OR SUP CRITICAL (SC) 1/2" 0 NOT RETURN- 2 1/2" 3" O • • SEES 5/54.2) FOR d� NOTES PwdarA OR 97205 �• CONNECTIONS TOP & BOTTOM - ' W12 AND SMALLER BEAMS W16 3/8' y � 1/4' (5) .l/�• DIA • • , 1. ALL EMBEDS A36 STEEL -THICKNESS AS NOTED. ALIGN CENTER OF ALL Tel.503.221,1121 2 1/Y y 1 1/2" _ EMBED PLATES NTH CENTER OF CONNECTION BRACKETS U.O.N.. 4 WIG 3/8- 1/4" (4) 3/4- DIA a Fax 503.221.2077 CONNECTION PER 2.) ALL STUDS SHOWN TO BE 3/4`I X 6' AT 8` THICK PANELS, U.O.N. W14 1/4'- 1/4' (3) 3/4- DIA TYPE I TYPE 2 TYPICAL RADIUS PROVIDE DBL ROW SI N.T.S. N.T,S. ca ALL STUDS SHOWN TO BE J,i4"• X 4' AT 6' THICK PANELS, U.O.N. W12 .R C12 1/4' a 1/4' (3) 3/4' DIA TYPICAL BOLTED CON,:. PER A I♦ WIO OR C10 1/4' 1/4- (2) 3/4- DIA BEAM PER PLAN DETAIL It 3.) TYPICAL EMBEDS SHOWN. OTHER TYPE EMBEDS MAY BE REQUIRED. VY8 OR C8 1/4' I/4' (2) 3/4' DIA SEE 1 FOR SCHEDULE AND ADOTIONAL INFORMATION TYPICAL W BEA E LMi�JJ ,/2' WHEN E�� SEE OETAILS. 4.1 SIZES VARY MAX. INDICATED OW 4.) TYPICAL REINFORCEMENT: PROVIDE (1) /4 X 4'-0- HORIZ. AT EACH W'6 OR S- 1/4' 3/16' (2) 5/8' DIA THE PLAN ROW OF STUDS. W5 OR C5 1/4' 3/16' (2) 5/6' DIA _ n 5.) ALL STUDS TO BE NELSON STUD AND INSTALLED BY FUSION WELO. IN ACCORDANCE WITH MANUF. 1 BEAM CONNECTION SCHEDULE 2 BEAM CONNECTION 3 TYPICAL BEAM CONNECTIONS 4 TYPICAL EMBED PLATES 4, S200.dwq 1 . 1 -0 4 S20,.dwq , - , -0 4, S202.dwq 1V-OW 4. 2 1.dw 1 v CO !iSULTINta ENGINEERS 3933 SW Kelly Avenue Portland Oregon Yl2.1� i 563.222.4453 Amk®vtmk.tom r 503.24E.9253 wvw.vlmk,tom' (OWTIER OPTION) T..�r , 40, 4D3 OR 32' TYPICAL ADJACENT ABOVE JOISTS AT PROVIDE SAWCUT ' CON&ALTANT3 ALLOW REINFORCEMENT WHICHEVER IS 1/8 1 TO CUT WEBS 1 1/2. 1 1/2' TO SAG BETWEEN JOISTS LARGER - SEE COLUMN UNE SEE ARCH NOTE , MIN IN PROVIDE CONTINUOUS 12' MAX PER PLAN SLAB AND METAL DECK ' BEAM BELOW--� PER PLAN SUPPORT TO ALLOW r- `'✓�-- ---r -�-- - / FOR CLEARANCE -' 1.) REINFORCE OPENINGS NTH L1 1/2x1 1/2x1/4 -- CLOSURE PLATE r • • 3 4" CLR , - is] AS SHOWN. ANGLES SHALL BE PLACED ON PER METAL DECK ---------------- Opus TOP OF DECK AND MUST EXTEND ACROSS AT CENTER OF EACH • r r . _- (3) WEBS PAST OPENINGS. - - _1/8 1 UPPER FLUTE BEYOND MANUFACTURER _ ---r------ --''rte"' '�_-----�--_ -.". ���•�' 2.) HOLES LESS THAN 6- IN DIAMETER AND \ OPENING, TYPICAL h Et191f1e8fs,Inc SLAB ON METAL DECK CUTTING NO MORE THAN (1) WEB REQUIRE PER PLAN NO REINFORCEMENT. \ ; BEAM PER PU BEAM PER PLAN COLUMN BEYOND----- i � �r - - -- - ;;� 3.) IF DIMENSIONS BETWEEN OPEWINGS ARE LESS �4 REBAR-TT- N OWNER - i THAN THE MINIMUM DIMENSION NOTED. THE ADJACENT -�� ' I OPENING GROUP SHALL BE CONSIDERED AS TO EACH 1 8 I/2 �- - A SINGLE HOLE AND REINFORCED/'� CUT WEB AS FOR A LARGER OPENING. SEE k`-/-►. _ _ _ j PERPENDICULAR TO BEAM 4.) PRIOR TO CONCRETE POUR, SMALL OPENINGS -� +� AT JOISTS L ' ' SHOULD BE BLOCKED OUT AND DECKING LEFT - "' (OWNER OPTION) T -r ♦ + ' ' INTACT, AFTER CONCRETE HAS CURED, SEE ARCH PROVIDE 3/4' DEEP ; ; v SLOCKOUT CAN BE REMOVED AND DECKING ---._._ _ _ .---T--- 12' MAX ' 4 1 - :5 ' IN THE AREA OF THE HOLE REMOVED. _- - PER PLAN SAWCUT PER PLAN ' . , , _ - BEAM BELOW g - OR ATO OL TION UMN LINES - 5.) MAXIMUM HOLE MAY BE CUT NO MORE THAN; HSSt 1/2x3x1/8 PLACED ON TOP- CLOSURE PLATE • • x TYPICAL a J �Q 18' FOR TYPE 'B FORMLOK' OF DECK MANUFACTURER • 24' FOR TYPE 'W2 OR W3 FORMLOW u FOR LARGER OPENINGS, CONTACT ENGINEER -- Z.- - FGR HEADER BEAM REQUIREMENTS 1•) IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECKING UNIT, THE OPENING ,N - OR OPENING GROUP MAY BE CUT PRIOR TO POURING OF CONCRETE. SLAB ON METAL DECK LU W l LM Li DECK PROFILE BEAM PER PLAN--- PER PLAN 2.) IF, AS SHOWN IN THE DETAIL ABOVE, THE OPENING OR OPENING GROUP CUTS THROUGH TWO DECKING UNITS, THE DECKING SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN V •il BEAM BELOW, TYPICAL PLACED AND CURED. 0 p L - 18" 40 OR 32" 3.) AT THE TIME OF POURING, SUITABLE SLEEVES OR BULKHEADS SHALL BE PLACED COLUMN BEYOND- MAXIMUM ' AROUND THE OPENING. PARALLEL TO BEAM a MAXIMUM WHICHEVER IS LARGER WHERE OCCURS � � SEE NOTE /3 4.) ADD REBAR AT CORNERS OF OPENING. �� S) MEN CONTACTEENGINIEERMFOIRENSION OF AN OPENING OR HEADE BEAM REQUIREMENTS. GROUP EXCEEDS 24". AT GIRDER Q CIO PIPQAECTAIAA� 5 REINFORCING AT ROUND FLOOR OPENINGS 6 REINFORCING AT SQUARE FLOOR OPENINGS 7 TYPICAL SLAB EDGE TYPICAL FLOOR DECK AND SLAB S21 .dwq 1/2 - 1-0 S213.dw 1 2 - 1 -0 4, q 4• s21o.dwq , • , -0 4 S211.dwq , . , -o r'L LU -•-COLUMN PER PLAN COLUMN PER PLAN, FACING GIRDER 0 3 16 3 3 16 1 FACING JOIST NOT ' NOT SHOWN FOR CLARITY C _ 1 3 TYPICAL ' SHOWN FOR CLARITY TYPICAL 3 16 L3x3x3/18 x COLUMN WIDTH WHERE LL I \ CUNCRETE SLAB PER PLAN GIRDER TO SEAT REQ'O FOR DECK SUPPORT, TYPICAL -1 4 4 ' JOIST TO SEAT -1 4 CONCRETE SLAB PER PLAN ----------- L3x3x3/16 - COLUMN WIDTH •-•- ' ' WHERE RE(1'D FOR DECK SUPPORT 1 1 112- TYP --- ----------- T1AL[ ERECTION BOLTS AS REQUIRED ; ; 1 1/2- TYP _ - ERECTION BOLTS------'A ' -BEARING SEA i 3/4' x I �- ' ' 6- x COLUMN 'MDTH \ i i 1/4 TYPICA AS REWIRED / $T1FFENER PLATE �- HEARING PLATE- n 1/2- x 8 x 0'-9' I x 6" x COLUMN WIDTH TYPICAL ` AYK)E FLANGE JOISTJOIST BACKING PLATE 1/2 JOIST---J PER PLAN. 5E PER PLAN R R P N 3/4* 111 8" PLATE--/-- 1.0" , TYPICAL , ' --- E� � ' ' BACKING PLATE 1/Y x COLUMN MINUSUMN WIDTH C� GIRDER PER LA WIDTH MINUS 1" 1 4 ' Q PER PLAN `3' I ' GIRDER PER PLAN NQg; JOIST PER PLAN D NOT WELD B TTOM CHORD- STABILIZER PLATE \` �/ 1 (--- AT SIMILAR CONDITION TO STABILIZER PLATE WIDE FLANGE ORDER OCCURS JOIST AND GIRDER MFR TO INSURE , 1/2' x 8' x 0'-8" BETWEEN i (©PERAI/T 1?-??-?OOd_ THAT JOIST AXIAL LOAD CAN BE AT SIMILAR CONDITION GIRDER BOTTOM CH RDS '- TRANSFERRED THROUGH GIRDER MADE FLANGE GIRDER OCCURS -�__ 10'1?-OA TOP CHORD. SUPPLY KNIFE PLATE AS REQUIRED. 1 JOIST PER PLAN I �� TN / ; ; GIRDER PER PLAN TYPICAL 1 4 J ^ TYPICAL �WNBY' ARM (13 Lf 70 M PROJECT` 201407 9 JOIST AT GIRDER 10 JOISTS AT FLOOR 11 GIRDERS AT COLUMN 12 JOISTS AT COLUMN 531-(>4.dwq 1�� 5222.dw 1 - 1 -0 4. 4, 9 4. 5252.dwq , • , -0 4. 5253.dwq I RECEIVED 4. 7 nFr, 2 21&% D 1 3 , ` C°ryh" ► OR i a,rUa•xen LWA.xr.M r. 1'.���•�Oqr.Ne..�+."m!'M�"w.Jfr+N"w^,+an.wfw,r�a+,eea+r�N�w,a�nv y' . •..-."'•'•. .. -vw. 'K 4wa•YMnr•:1M..-»74/"WCy. M.NYc„b .• • 1 i , • .,+ ..w...nc.wrwvasr,rama,o�i�u.w, .... .-.e. .. ... �. ._.._. _ - ... �"�' ... _ .;.' H: ., -,a!yI� +1t.:�1{�9H.`!WI'S11 I I I I I I I 1 ., 6 ,� . : . .,•.::. .. w, , ,r.-: _• .. 't ` •"' .�.. -oma i � � � -iii it s >to >t 'iz I ' �� � w u>I � iu t uu �iulu 'lu �ul�u IIIIUI lu>luil ulllul� , a +,t;; • ,,; .....,...... ..�.,...-..-, ,....,,,;nun.+rw,.w.vvw,r-w.rwe.ww.:........-..+.r.:�,.,...».r.....•.,r.,....e_..,,.�,.u..na.«,.. w......-:........u.ae-•+.._,.---- ...r,,.»a.:«..:�•w......•-..r•..«...n.•....w •-�.. •..�ew�►r...ww.w..r*,...,,.: �.,.-.. k , • -'-a.rr...•"rr...,.,, "em..�..•......arru.r-.l4�rrr.....:..s,,.+•.ra,ewM:,,.rn-..... .r....--..•�..�.+-..-,...-.....w,.+...vw..w.wrea.,.ne...w+r,,:w, .•`nrvr."w.w-,ego...nm++..-vn-R+w-s:._��f..........a..MM:.•.. ..m.w..V... _ .e..s+n"wr�w•1�:�•ww-.-.vs....fr�.r..-er•+,Fr•,Fl,u+,►•...4M,,,r�.,rr,.....• .. ,,,.•: . ...�. r. . .. .N... - _ _ �1� ....._.-,.:._. - .t. _ .-.sf+.a.:-.-rrarv-r.aa..+.�.•.•,,.•-_.-eww<---- ..wr .,.•.+•. +w- �. .. v.oier...wr. a:' a: i I �,to •.,�� A w, +.a d USE WTSXit FOR W16 SEE PLAN FOR BEAM v { :, AND SMALLER BEAMS �- t f ELEVATIONS. PROVIDE USE WTSx16.5 FOR W18 SUPPORT ANGLES FOR SLOTTED BEARING PLATE-----. AND LARGER BEAMS. WIDTH AND THICKNESS TO ,. I• rl DECK A5 REQ'D SEE MATCH BEAM FLANGES, �`•� � 1 TRIM WIT TO MATCH COLUM, I DETAIL 11 VADTH WHERE REQUIRED 54.1 BEAM PER PLAN 4• 1/2' MAX BEAM PER PLAN NOTCH PLATE AT WE TYPICAL TYPICAL 1'-0" REO'D BEAM PER PLAN - METAL DECK NOT SHOWN- / TYPICAL " O FOR CLARITY Nii 1/2- WEB STIFFENER— �� 1/4' WEB STIFFENER--- 0 TIFFENER— _— _— CONNECTION EACH SIDE • O ; O (3) SIDES 1 4 ij ® PERe O d O 1 + 3/4- BEARINr 'PLATE x 3 16 3 �� TYPICAL FCOLU.4N WID.H +I' x REO'D � O O TYPICAL „ O 3 16 MATH (2) 3/4- DIA A325 3 16 3 16 �--.-- BOLTS O co _ O 1/2" RADIUS-' BEAM PER PLAN 4' 11/2" 1/2" 1 1/2' EAM PER PLAN O -- ' 3/4- BEARING PLATE SEE@TYPICAL WIT► (2) 3/4" OfA A325 _ BOLTS EACH SIDE NOS 1/ i 1/4 I FOR BEAMS W24 AND SEE DETAIL��'-OR— ' ' BOLTS AND 541 ^ -COLUMN PER PLAN ; ; COLUMN PER PLAN ; COLUMN PER PLAN LARGER, SEE e SPACING �l S4.1 ti 1 y 1121 SW Salmm 3 FRAMING DETAIL 4 FRA'N!NG DETAIL 5 FRAMING DETAIL �`100 1 NOT USED 2 FRAMING DETAIL 61.dw , _ , - S25O.dwq 1 ��'�1 ..251.4 77-7'-7 4. 9 - d 1 - t -b' rPonl/u#4 OR 9720) �. 4. 4 wv4. 4 S223.dwq , . , _,� ot 303,221.1121 Fa.303.221.2077 4 A COLUMN PER PLAN. COLUMN PER PLAN. FACING JOIST NOT FACING GIRDER NOT G6W CONNECTION. - SHOWN FOR CLARITY SHOWN FOR CLARITY d JOIST CONNECTION. — SEE 1 T FOR (p FOR , SEE 1 r. 54.1 Si.1 A' ADDITIONAL �ibRMAT10N ADDITIONAL INFORMATION -------------------•-- ----------------- ------- -------- ------- ----- -7: --- ------------------- BEAN PER PLAN CU NSU LTING ENG I N E E R S 3933 SW Kelly Av.nu: O poadand • or"Im 9?m p (2) 5/8" DIA A325 BOLTS SMI".9263 Www.vIMLCDM O A '543.222.4453 vt#nkovlmk avyi ' �­ - ' AS REQUI ED i i' SKEWED KNIFE PLATE. N ® \ N EXTEND AS REQUIRED BEAM CONNECTION d 5/16 CaA!$lALTANTS \ �\\ BEAM CONNECTION PER 54.1 ® \\ PER 13 - / BEAMS PER PLAN SEE FOR \�� BEVEL KNIFE PLATE ADD ITIONAL INFORMATI BEVEL KNIFE PLATE J, � . II , , OLUMN PER PLAN \� � �. 3/4" BEARING -- L-—) I; SEE .' FOR i i �\ j 'J�y u�u 1/4 OPM Ar1�ft*A �,�y PLATEX6"x9' ADDITIONAL riIFORMATION \� BB GIRDER P!R PLAN ---( P � ��I7 'i' 1/2" PLA1Fx9'x9' Et Ines Inc COLUMN ER PLAN � -COLUMN PER PLAN •ryPF_ 'C' EMBED ---� JdST PER PLAN \ PER 54. OWNER Lu 6 GIRDER FRAMING DETAIL 7 JOIST FRAMING DETAIL 8 SKEWED BEARING AT TILT—UP WALL 9 SKIEWED CONNECTION AT COLUMN 10 BEAM SUPPORT AT TILT—UP WALL V C4, , 1 _0 4 1 • 1 -o 4, S42-08.dwq 1 - I -0 4. S42-09.dwq , �. t _'0 4 542-10.dwq , - 1 -0cj 4 f nq� I -PANEL JOINT 1 4 6 1' BREAK LEDGER ANGLE AT ca 12 TOP OF PLATE EQUALS 14 CONCRETE SLAB NOT 1 TYP PANEL JOINTS TYPICAL h TOP OF SLAB SURFACE SHOWN FOR CLARITY 4 4 11 �►� { �^ -- � -- �` 7 P Ijv1 �!II' / 1,r�--*APER r'l,'�N Y9P TYPICAL 1 4 2 Q TYPICAL TYPICAL 4 ' K 1 4 3 TYPICAL. �jiil 1 r-v--<TYPICAI. 1 4 3 ,,' OF PANEL I� JOINT M } TYPE "A' MBED ' KCAL}I 4 _ I r � 1I 1 4DI" 4 TYPICAL._ L - ff ��� L PIPOiECTAi4AE PER 4 . 'it TYPE b EMBED v 91I ; �I� ,xl� l PERTYP = 'C' EMBED -3/4' X 6 " X 0'-9" Q1:!P.:NG PLATE~ O o i d TYPICAL BEARING SEAT AND STIFFENER EACH SIDE. 54.1 �bN N: <TYPICAL / \ I i r PLATE 1/2' X S- X 1'-2' STEEL JOIST PER PLAW lu 1 1 L \ TYPICAL JOLT _ TYPICAL LEDGER JOIST AT PANEL JOINT LEDGER AT PANEL JOINT II; - ---` -\ I ' , 4 4�FRONT EDGE AND SIDE ♦w -- III V -1/2" X 6" :'�I 6' STIFFENER ERECTION BOLTS AS REQUIRED 11 •I h, III, �-EMBED PLA7U PER DETAIL J NOTE: WHERE WF BEAM IS USED. SEE DE TAIL� J 01ST A T P A_N E L J 01 N T � FOR WF CONNECTION. U.O.N. 4• I�, � I 4. II :ONCREIE TILT PANEL PER PLAN Lk L Q TYPICAL Q n i 1 FLOOR AT CONCRETE PANEL 12 FLOOR JOIST AT CONCRETE PANEL o 4. -JS - N f 11-T F s�• -t t - t -o � c � � I ! CONCRETE SLAB. METAL DECK SEE 54 1 FOR iIIIBT 11111 AND REINFORCING PER PLAN, TYPE ' ' EMBED f.!ROER CONNECTION. BEAMS W10 OR SMALLER 1 4 3 PER I USE A' EMBED "ML rAw0eu S41 I PER I SLAB DOES NO i OCCrJR I J �I L4x4x3/8 —'- - 4 F I ALSIMILAR 40NDIT10N. 54.1 I x SU+B OC..0 tS ON ONLY A S�L0��, • ONE SIDE OF WALL. JOISTS OCCUR, 2 TO WI6 TYPE 'A' EMBED I I I USE TYPE B' EMBED. r-n PEP. 4 SPACE —�'--- KAMS W18 OR LARGER o �' Juwll 1 __b� r 1/4 6 -TYPE 'B' EMBED AT USE TYPE C' EMBED. n 1/4 8 SN_AR PANEL PER I 4'-0' O.C. EACH 'I 1 4 L.- _ I AT b'-0' O.C. MAX ,� LAN OO P SIDE. OFFSET AS I I , CONCRETE CONCRETE - i PAI I Fl 5 td 3/18 4--24 REQUIRED TO AVOID -+*--- �,�{I TILT-UP PANEL / l INTERFERENCE. • • x • a 'I i 11 \ <--• TXT-UP PANE'. j ; �}o ! ,I 00 NOT WELD I �_ 1 4 3 •��•TT 4' 8' 4" APERM/T f?-??-2008 _ 1 )I BEAM PER PLAN 111 CHORD REINFORCING.— I f Ic L4x4x3/8 BAR CQND)�Qb, SEE PLAN FOR BAR SLAB PER TYPE 'A' EMBED AT SIMI SIZE AND QUANTITY. PLAN ATF: 1412M BEAM 1 L5x5x5/16 LEDGER x CONT. TYPE 'B' EMBED AT JOISTS OCCUR. PER ��_— PLACE BARS OVER LOW CORRUGATION S4•� PER PLAN '�" WITH (3) /5 x 4'-D" O.C. EACH PLATE 1/4"z8' MATH SPACING AND j \ LENGTH OF WALL # I C'/ECIC' TN I SIDE, OFFSET AS CLEARANCES AS 24" 24 j 1 A706 BARS PEOUIRED TO AVOID SHOWN.SEE S4.1 AT 4'-0' O.C. INTERFERENCE. L5x5x5/16 LEDGER x CONT. STABILIZER PLATE 1/2"x6'xO'-8" LORAWNBY. Alm/ MATH (3) /5 x - BETWEEN GIRDER BOTTOM CHORDS C_ 7i r 4 FOR C NECIKX'1 24" "24' � PROJECt: ?061A7 PERPENDICULAR A7O6 BARS 1 4 AT a'-0" O.C. - 13 FLOOR TO WALL DETAIL 4 FLOOR LEDGER 15 FRAMING, DETAIL 16 FRAMING DETAIL 17 CHORD REINFORCING 1 p GIRDER AT PANEL 4• 1 - 1 r^4 S42-14.dwq 1 - 1 -0 S42-15.d 1 - 1 -v—t—a 4, w9 4, S42-16.dwq 1 • 1 -0 4 ' S42-17.dwq t • 1 -0 4, S42-18.dwq 1 - 1 -0 REEIVeD � SFr, �� zoos 4. 2 cli N""aw G _ , 2 4 r� >>s » OR s aw,.y,x.rsaurr.w..,�+ I meow m kip -WIN W P) � j Y �Iri�rr�r .►rrrrri � ll _ '•�Illlr r ' � �1tTrT � r � rrrrrrTrilrrrrrrrrrry ,i""" 4 m '� � � � �ia � TI � I � � � � � ISI '�"" .- m s 0 11 lZ ti r � �• ui uuUlU u� u luuwiu>Uutu 1�yI ull ��;; duti �: : lhui uullui�wil;� uulu i ., a uluu II IIIIIlIII , . � ;:, I .... .._.. . . i 4 ' +�..-"..w,..."r.-.�.:",.,�.._..._+.o.,-s.,...."rw....�+...rw. .....--w t.a...c.........war .,.r...,-.._,..� .-rav,+w. +"..,...... ..•... .a.w,++ti<,.-+s,.e.�r..,...,-.,..«....w.+r..�..... r'w...-•....v...« '!� _ v1► '7� ' i i, 71 G V 1 ri 1 4 4-12 A -CURTAIN WALL PER L5x5x5/16 NTH jt4 x 1'-6` r C�. ci Z SUPPORT ANGLE AT EDGES r to ARCH. -CURTAIN WALL PER `NELSON DEFORMED ANCHORS �d •c` ,y � TYPE 'A' EMBED PER 4 OF OPENING AS SHOWN BELOW. ARCH. AT 16' O.C. MAX P ���✓✓✓ ,C3 } 4 - -l AT 4'-0" O.C. MAX. 16 / �5i �SLAB AND METAL DECK 1/2 EACH LOW A ION • fff EACH LOW CURTAIN WALL PER PLAN 0 _-, _ /hp j17TU_<klUKKU ATION PER ARCH. CONNEC ON PER CONNECTION PER - • 3/16 CURTAIN WALL --- ----..- - — CONNE N WAIT _ _ _ _ SLAB EDGE BEYOND MANUFACTURER + AT SIMILAR CONDITION ' • • MANUfACTUREIt CONNECTION PER VERIFY HATH ARCH. ,• i u -- CURTAIN WALL r+ � • "—r PROVIDE BENT BARS - I TYPICAL LE)GER MANUFACTURER \ PER PI.IW � `+ • � I - LAP 4'-0" _ � - PER �-� IN LIEU OF EDGE OF PANEL BEAM PER PLAN -- 4y" TYPE 'A' EMBED. =� q OF NELSON ANCHORS. TYPICAL AT LEDGERS -I `BEAN PER PLAN _ 1 _ -CONNECTION PER +� PLATE 1/4' x 4" x 4' -- ----------------- -------- ___ _ _---- L5x5x5/16 HATH /4 x 1'-6" L5x5x5/18 WITH /4 x 1'-6" 54.1 TOP AND BOTTOM ' N't.SON DEFORMED ANCHORS BEAMS PER PLAN • ' AT 18" O.C. MAX. A706 BARS AT 1B" O.C. FINISHES PER ARCH. 'w - 16 • ' A COPE BOTTOM FLANGE B 3 FRAMING DETAIL 4 FRAMING DETAIL 5 FRAMING DETAIL AS REQUIRED FOR w9 543-04.dw 1�1 1 BOLT ACCESS. 4 S43-03,d 1 1 -0 4 9 S43-05.dwg 4, LSxSxS/ib LEDGER 4. 1/4' KNIFE PLATE x 4' WITH 3) rS x �'� fA ( 24' 24 x REQUIRED. EACH SIDE A706 BARS MATH (2) 3/4' DIA. - 1121 SWSo/llAoe ERECTIONIDBOLTS EACH BEAM PER PIAN (3) SIDES 1 1JAND FRAMING DETAIL 2 FRAMING DETAILS43glwloo -01.dwq 1 - 1- 4 - .dwp 11 - lb►t�,OR 9120)SEE (12/S4.1) FOR CONNECTION. Til!03.221.1121 AT SIMILAR CONDITION Fa.303.221.2077W BEAM OCCURS. SEE(2/54.2)CANOPY COVER ANDVERIFY CONFIGURATION MATH ARCH. ATTACHMENT BY OTHERS � %TYPE ' ' EMBED �v FOR EMBE ' \ PER 4 I T / PLATE SEE BELOW \ 3/16" BENT PLATE T" I _L \ STAIR STRINGERS AND 3• 4.1 ELEVATOR RAIL BY — — — ; (BIDDER DESIGN)OTHERS W/ 1/2'x5" NELSON STUDS At 1'-s' O.C. 119E !tmi !Gl L T I N G ELEVATOR MFR. SAM PER PLAN I rMfR. TO PROVIDE , E E RS RAIL CAPABLE OF T- w 3f» SNI K•II Ar•nve 3/16v I I 1/4" CAP PLATE. x■■i• SPANNING BET.EEN ' + _ PMUaM • Oregon •11311 FLAT BAR 1/4x2'x FLOORS SMOOTH. TYPICAL i --'-'��` 0'-5" ! I ALL TS BEAMS 501222.4453 vlmk(gvlmk.com' 1 4 2-12 I 1 5012489263 www.wlmLcom FLOOR ff SLAB I - MET DECK PER "x • •e �L2x2x3/8x0'-5• .. f , � COAISIALTANTS PLAN I1/4 1/8 2-12 HSS BEAMS PER PLAN / (3) SIDES PLATE 3/8x4'x8' PLATF. 3/8x4"x6' BEAM PER PLAN ® L5x5x5/16xCONT.- I I 1 4 EACH SIDE EACH SIDE ^n GIRDER OCCURS AT .ATH 3/4' DIA. x5' HkADEO STUDS I I 3 1 AT 24 O.C. SIMILAR CONDITION •-- FIRST TOP W BEAM PER PLAN I 1/4 -HSS COLUMN PER PLAN EmI nedm Inc t 4 AND BOttOM -_ - 1/2" PLATE x 12 x 12 WITH (4) 3/4'x0' ANGLE EACH HEADED STUDS AT SIDE PER (4/S7,1) It PANEL e" GAUGE .12' PANEL OWNER 6 FRAMING DE1'Al;.. r7"*N SLAB EDGE AT ELEVATIOR 8 CANOPY FRAMING DETAIL 9 COLUMN CONNECTION AT PANEL END 10 STAIR LANDING AT FLOOR LEVEL UJI 4. 543-06.dwq , 1/2 • 1'-31 4 s402-12.dwq S4 — .dwq , . )T'0 4 S43-09.dwg t - +-0 4 S-SIR-04.7wq 1 1/2 • l'-0 um O *a �. I* SLEEVE FOR THREADED ROD 4 PLATE 1/4x3x3 ' SLOPED WASHER U DOUBLE NUT r f/—NUT �W /w cog �--TURNBUCKLE PROVIDE 1/4" WEB STIFFENERWASHER ;.1/4" DIA. '00 EACH SIDE IF ROD IS NOT CENTERED WITH BEAM FLANGE _ 13 CONCRETE SLAB AND NTL. PLATE 1/2r6x6• ;, STAIR STRINGERS AND — O ECK AT DOCK CANOPY Z Z DECK PER PLAN METAL '7W CONNECTION BY OTHERS ' (BIDDER DESIGN) TO B� 20 GAGE ASC TYPE 'N-24' SINGLE SPAN LAYUP. WELD EACH O t 1L VERIFY CONFIGURATION DECK PIECE TO SUPPORTS 1MT4 t♦ '� R PUDDLE • 1 T24 LOCATIEONS AND 24�.C. bL4 YMTH ARCH. a •. DS SEFOR AOOITIONAL AT MARGINAL MEMBERS. BUTTON INFON " TYPE 'B' EMBED PER PUNCH SIOELAPS AT 24' O.C. PROJECTAMW 1/4' CLOSURE > " FIELD WELD (4/S4.1) SIMILAR EXCEPT PLATE 3/4' PLATE xREO'Dx2'-0' W/ AT CONTRACTORS USE 12 Wx14"H PLATE /,--/2 1/2 CLEVIS (3) 3/4' DIA. x8' NELSON fl/1 6-i? OPTION STUDS AT 10 1/2" O.C. STAGGERED S-8" 3/4" PLATE " ------ BEAM PER PLAN • - - R00 SUPPORT'-✓ _ ='-=V-__ , � ' -•--- " 2 t/2 FOR STAIR u LANDING BY OTH -12 (BIDDER DESGN)ERS /4x7x2'-0' W/ (2) 3/4" - -�^ 3116143-24 \ Z 5' 3 OIA, xS' NELSON STUDS _ 6'-O` --< vI 3/16' BENT PUTF. W/ BEAM CONNECTION AT 10 1/2" O.C. STAGGERED 3 SIDES 1/2" DIA,xS' NELSON PER 541 W/ OPPOSSING EMBEDS. 1/4 L2x2x1/4x CONTINUOUS-- STUDS AT 1'-6" O.C. 12x2x1/4 Q \--BEAM PER PLAN Weis- --BEAM PER PLAN GUTTER PER ARCH 3/16 3-24 0 INTERMEDIATE STAIR 0 11 STAIR LANDING DETAIL FLOOR LEVEL 12 LANDING_ SUPPORT ROD DETAIL 113 END PLATES AT CONCRETE SHEAR WALL 14 DOCK CANOPY 1'15"N DOCK CANOPY � S-STR..07.dw9 1 1p.' - _S _06.dwq i • 1 -0 A S43-13.dwg 1 . 730 4 S43-14.dwg 3 - 1'-0' 4 S43-15.dwq 1 ■ 1 -0 Y GIRDE CONNECTION SEE 4 F AT SIylA(j ION CQNDIT — AODITI Al INFORMATION 3/6' PLA1Ex4•xe• JOIST SEAT OCCURS ; EACH SIDE BOTH SIDES sAwr ma JOST BEAM PER PLAN --- - BEAM CONNECTION ,/4 l WIDE FLANGE BEAM F+ ` +�1D PER PLAN PER � JOIS- PER PLAN PER PLAN � � ------ ------------------- - , 1 � PROVIDE 1/4' WELD AT 1 SEE PLAN OPENINGS LARGER THAN 20' DIA Q , ' -- -------- --= ---- x'n�A o 2 � — 1/4 TYP ' Q -.�...�_ o O L-- ERECTION BOLT ` _ O / - CONCRETE TI T-UP-� -. � 3 16 A BEAM PER PLAN �-'---- _ 1 WALL L I ; L2x2x3/8x0'-6' 1/4 W FOR ERECTION r \ PfRAI/T�f2-??-2170A 10-12-oe BEARING PLATE 1/4 WITH 1/2'x9"xREOU1RED 3/8" WEB STIFFENER- DIAMETER (DIA,) BEARING SEAT '�- STIFFENER PLATE SKEWED TO EACH SIDE, TOP AND PER PLAN x5"x4' EACH SIDE ,� / I; (*c TN BOTTOM. MATCH BEAM / DRAWNSY.' Am MATCH JOIST CENTERLINE \ TYPE 'C' JOIST EMBED FLANGE WIDTH. 1/2' STIFFENER � � ' —-- SIMILAR 0 WEB PLATEx5"x0'-10" - \ ; _� PER -� — STIFFENERS ARE NOT - - �- - - 4 f 4 REQUIRED. ( t,} W 54.1 Al SIMILAR CONDITION �_ — --- -- - - �F PROJECT• 2051197 GIRDER PER PLAN 16 SKEWED BEARING AT TILT—UP PANEL 17 BEAM WEB OPENING 18 JOIST/BEAM CONNECTION 19 BEAM/COLUMN CONNECTION 4. S43-16.dwq 1 1 -0 S43-17.dwg 3/4 - 1 -Cx A 54J 18.dwg 1 - , -0 543-19.dwq 0 `t 4. REcrivLmn 4. 3 ITEC 2 2 1006 o � T � 2 a M 4 e c m IM a,,,«,.xb.t�,l.".•,.. 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O.H.I I I I// I � 4 I 1 OA TS4x4xI/4 TS4x4x1/4 ABOVE AND ABOVE AND Sim. O.H. / I tc I / ` BELOW BELOW 10 6 8 Sim. 3 ---- S6. ri 0 \Z!,y ----- --- K 0 TYPICAL (9) - \ I I IL PLACES 4-- O.H. THIS LINE SEE NOTE 3 A-0 Wp7A0 WI1lxlO xI .x-,­Ot ---Vl WOOD WWI) w8x10 72 TS6x4xI/4 Waxio- ABOVE ANI 1121SWSabom moi+ BELOW Siam J00 -0 n I. 10 -ft. 10 40 '40 1 Pm1w4 OR 97205 S61 1171 41:1 �Ll " TdS03.111.1111 0 1p_ a - & F4 & N & I &I & I iz pn N. I M r4 +A 503.221.2077 N Fz on W) 3 W2Ix5O I-D-R-1 56.1 S 6 A 7 30 4N 13.OK 30 VG N 8.3K IF 30 VG 4N I OK 30 VG 4111 13-OK 4 N tT4 7 11 J A 17 S4.1 13 Sim. TYP 1711 I Sim > is TYP :I S u 3933 SW iIolly Avenv* OD P110 N N p` Portland - Or"on 9?2n n pn > 501227."53 v1mk(Wvifnkcom ♦o LEVATOR X S0324111,9263 www.wimkcDm ;10 C-4 c1d r4 C14 N H 0111 T BEAMS g. N Sim. id 04 N 00 N A 11 0 40 10 6mC0N&X TANTS SGA 4 II 8 I-Ik- M 41 4- 41 41 It 41 INS, M -5.) / I ! "' -- --- pn %7 WI8x4O A V41M 0 Fi 6 6 S&41 S61 L: N a I§ I 1 0% 0 0-1 OpUse w5xIt c� 0 M 361 .11 1. A Sim. A., H H S 8x6xi/4 I WaXIO 24 If, �N I or-2 --WFX= * * - 4, "*� ��' OPus Archbcts&, 61irl 1Engineem Inc 4- mPI .. . 24 VG 314 30 VC J 11.5K W8.1 X10 WeXIO W"ABOO W8(10 X w8x1O 30 VG 4N 24.3 w8flu 30 4N 30 V 4N 24.5K 0 V1 4N S8.1 6 @ L S6.1 @ 0. 61 S eel (-v 4 O.H. O.H.S6.13 W18x401(O--5-) SI 40 J, O.H. S6.1 Sal Sim OWNER IF Sim E.3 uj C-57� 6. go SEE NOTE 3 (�Sl�1 -- �! uj 10 n An I Typ i I N 9 P N, 1::� W N N N, kn Ck H. In 16 00 F CL -040 4zw A A 6. A S r4 N N C4 N N - X`\ o - __- - --- - \fi r+�- wSX10- r4 X PIPE 0 A j 0 TMx4xl/41 6. Lu.y �7 Z ca 0 WOOD W8x10 w8xIO Ns� 11�6.9v/ NO SIM I of 0 BELOW w ABOVE AN W8xIO wexio W800 MOO waxio 25 W- �X2 SUR CHAR E UA u We I, TS4x4 /4 ca ABO AND 8 LO N�=T54x4x1/4 Typi 10 r�l 8� b ABOVE AND PUPM4 O.H. :1 1 BELOW r,-3 THIS LINE z cc SAM. %D -TS4x4x1/4 I uj 0 ABOVE AND ;x TS4x4x1 0o /4 tll1N26 A-i -- - ------ BELOW ABOVE AND r KLQML- 1 3 10 4, x xl/4j 4. A AND 6= PRO*CTNAAS BEL W O.H. (H D BUILDING B IA N ROOF FRAMING PLAN MARK GIRDER LOAD DIAGRAMS 6 9 1 Q� ROOF FRAMING NOTES:HQQE JQ15T DES10 NOTES: ROOF ERAMINQ LEGENU; '-,U 21, I ADDITIONAL CONCENTR\rED LOADS AT TOP AND BOTTOM CHORD ARE CONCRETE TILT WALL PANEL 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIIHS VL (D FOR SPRINKLER MANSANDMECHANICAL 10ADS. SPRINKLER BRANCH WITH ARCHITECTURAL. DRAWNGS. LOADS ARE IN THE UNW ORM JOIST DEAD LOAD. r-T-T-IT 60OS152-43 AT 16' O.C- TYPICAL U.O.N. ON PLAN 2. DESIGN LOADS: 2. JOISTS TO BE DESIGNED FOO AN Qrl�(IONAL CONCENTRATED LOAD or STRUCTURAL BEARING WALL BELOW DEAD - 20 PSF + ADDI(IONAL POINT LOADS 600 POUNDS LOCATED AT AN',' -&NT ON THE TOP CHORD. LIVE - 25 PSF (SNOW) 4 DRIFT 3. JOISTS TO BE DESIGNED FOR ANI ADDITIONAL CONCENTRATED LOAD OF ------ LEDGER ANGLE PER DETAILS K13 LUT JOIST DEFLECTION TO SMALLER OF LL/360. TL/240 C 300 POUNDS LOCATED AT ANY PANEL PO4NT ON THE BOTTOM CHORD. w LIMIT GIRDER DEFLECTION TO TL/240 4.7K 6.8K 4. JOIST BEARING DEPTHS TO BE L UNLESS NOTED OTHERWSE. a TUBE STEEL COLUMN PER FOUNDATION PLAN 3. METAL ROOF DECK TO BE 20 GAGE ASC TYPE 'DGB--36*. dej--17w SPAN OF METAL DECK PER ROOF FRAMING NOTES LAYUP TO BE THREE SPAN MINIMUM. SEE METAL DECK S. AXIAL LOAD IN TOP CHORD OF MST IS 3.0 KIPS AS CAP.CULATIED !��X--- TOP OF FRAMING ELEVATION ABOVE SLAB ON GRADE ATTACHMENT SCHEDULE FOR ADDITIONAL INFORMATION. BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS, UNLESS I.O.F. 4. CONTRACTOR TO VERIFY ALL MECHANICAL UNIT SIZES, LOCATIONS NOTED OTHERWISE. X'-XX" AND WEIGHTS. REINFORCE OPENINGS PER DETAIL 6. ADDITIONAL POINT LOADS INDICATED ON PLAN - TOP OF WALL ELEVATION ABOVE SLAB ON GRADE COORDINATE LOADS WITH JOIST MANUFACTURER.GO, MUST BE ACCOUNTEQ.FQfj IN JOIST DIE TOW 56.1 S. SEE ARCH FOR ROOF ELEVATIONS. INTERPOLATE ROOF FRAMING 20.7K 13.OK 13.11K LIFT. ELEVATIONS BETWEEN SPECIFIED ELEVATIONS.&C7. JOISTS TO�BEDE�SIGNED A­NDBRACED 7.1 PSF NET WIND UP ADDITIONAL LOAD DUE TO SNOW DRIFTING. DRIFT LOAD IS IN ADDITION TO THE TYPICAL UNIFORM SNOW LOAD. 6. CONTRACTOR TO VERIFY SIZE AND LOCATION OF OPENINGS IN yx W - WIDTH OF DRIFT (5'-6- U.O.N.) ROOF. REINFORCE OPENINGS PER DETAIL 09 3 RQQE GIRDS DESIQN NUES; Wd Pd - MAXIMUM DRIFT SURCHARGE (25 PSF, U.O.N.) 1. ADDITIONAL CONCENTRATED LOADS AT TOP AND BOTTOM CHORD ARE C.I. REQUIRED BEAM CAMBER OR GIRDER FOR SPRINKLES MAINS AND MECHANICAL LOADS, SPRINKLER BRANCH ADDITIONAL POINT LOAD ON JOIST METAL DECK ATTACHMENT SCHEDULE LOADS ARE IN THE UNIFORM JOIST DEAD LOAD. LOAD APPLIED TO TOP CHORD, U.O.N. 7 22.9K 20.71K 11.2K SYMBOL TYPE AND GAGE VaD TO RIPPORT/WWARY SM UP FASTEING CAPACITY 2. GIRDERS TO BE DESIGNED FOR AN ADDITIONO,'- CONCENTRATED LOAD OF I(-) INDICATES UPLIFT LOAD PERMIT_ 12-22-2M DG13-36-20 GAGE 7 WELOS/SHEET DELTA GRIP 24" O.C. 823 PLIF 3000 POUNDS LOCATED AT ANY POINT ON THE TOP CHORD. CONCRETE SLAB AT MECHANICAL UNITS. SEE -16-\FOR LYE-k-- 10-12-M PUDDLE WELD AT 24" O.C. 3. GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTrATIED LOAD OF ADDITIONAL INFORMATION. SHORE DECK FOR -WI�DSF�EET 1000 POUNDS LOCATED AT ANY PANEL POINT ON THE BOTTOM CHORD. CONCRETE PLACEMENT DGB-36-20 GAGE PUDDLE WELD Al 24* D.C. DELTA GRIP 12" O.C. 1211 PIF 4. GIRDER BEARING DEPTHS TO HE Z-1 �IEAD - 75 PSF I CHECK TN -/-r UNLESS NOTED OTHERWISE. LIVE - 25 PSF Imm.4131y.. Aim DGB-36-20 GAGE 7 WELDS/SHEET DELTA GRIP 8" D.C. 1446 PLF S. A1AL LOAD IN TOP CHORD OF GIRDER IS 3.0 KIPS AS CALCULATED (�, t f 7p 4.6K 5.7K 3.6K 7.0K PUDDLE WELD AT 24" O,C. BY SECTION 1620 OF THE 2003 I.B.C. ALLOWABLE STRESS DESIGN. ------ GIRGER BLOCKING. SEE 10 AXIAL LOADS TO BE TRANSFERRED THROUGH BEARING SEATS. PROJEC T.• 205497 NOTIES., AXIAL LOADS®REATER THAN 10.0 KIPS TO BE TRANSFERRED 11 1. CAPACITIES ARE BASED ON 8'-0' (DGB-36) JOIST SPACING PER DETAIL I 2. PUDDLE WELDS TO BE 5/8" DIA (1/2' DIA EFFECTIVE) SGA 6 ADDITIONAL POINT LOADS INDICATED ON PLAN MUST HE ACCOUNTED-FOR IN GIRDER D GN A RECEIVE[) 7. GIRDERS TO BE DESIGNED�AND BRACED OR 2 2 2005 S5w lb Qpm N"~ Gonatvcb�, OR 2 4 Mow 3 10 111 12 WT PC 12, 30X Uri, 4 b A. IW4 (5?9 1 3 149 O.H.'M S L61 SIM S6 ,a k b>• (!I MILAN CUNU111UN BE AND GIRDER ARE -METAL DECK PER PLAN AT SAME ELEVATION 3/8' CAP PLATE x VEAM WIDTH PLUS 1' 4j 3Ci„" GIRDER CONNECTION c,(Q, (� � P 11 2 �• Es ori A 3 16 3 PER 3 f- FUER DECK I/'r 3 `TYPICAL BEARING PLATE .3/4' , 16 54.1 BEAM CONNECTION PER 3/8' CAP PLATE L z b t U �. t 2' z COLUMN WI- D + 1r x REQ'D ETAL DECK PER PLAN i �J / WITH 2) 3/4" DIA A325 ,n ; ; • BEAM CONNECTION PER ERECTION BOLTS ♦ A - - -- RECTION Ar BOLTS 3/16 - \ ^ I / TYPE 'A' EMBED-- 1 MBED• 7ZL I I • • / 1 1/2 TYP PER a ++ j ' \\ I • • • - ti / \ 1/4A • Q J , / END BEARING PLATE 3/4' r COL PLATE 3 8"x4"x8" � r i i 3 16 • I 12 1/4 f WADT17 + 1" (12' MIN) x REO'D " / ' 4• 1 4 " I EACH S/ x4 COLUMN / 3/16 I • , u I \ + FACING JOIST SEAT PER *`--COLUMN JOIST PER PLAN • ' AL,gMILAR C_O►.LDITION " ' ' FACING JOIST SEAT PER ' MF OCCURS. SEE c=.JL PER PLS ' JOIST • ; C 7 ' ORDER PER PLAN ; , PER PLAN • A � JOIST PER PLAN ---GIRDER PER PLAN i ' ' A \� JOIST PER PLAN ' + COLUMN PER PLAN • COLUMN PER PLAN 1 BEAM PER PLAN, AS OCCURS JOIST AND ORDER MFR TO INSURE THAT JOIST AXIAL LOAD CAN BE ' COLUMN PER PLAN TRANSFERRED THROUGH ORDER AT SIMILAR CONDITION I + ~ 7/8x3x1'-6' PLATE TOP CHORD. SUPPLY KNIFE PLATE JIL MADE FLANGE ORDER OCCURS MMERE INDICATED AXIAL - STABILIZER PLATE 3/4' x 6' r REO'D AS REQUIRED_ r+o 1121 Ma6Nos LOAD IS LESS THAN 1 DO NOT MELD TO BOTTOM CHORD I�Ifk 1� 10.0 Kp5• PI ATE IS NOT - REO'D. TRANSFER AXIAL LOAD THRU SEAT PoI►dalw�,OR 97101 �. .Al MI.221.1121 � Far 10.1.221.1071 GIRDERS AT COLUMN 2 JOIST AT COLUMN 3 FRAMING DETAIL 4 GIRDER CONNECTION AT COLUMN 5 GIRDER CONNECTION AT COLUMN A 6• S340.dwq 1 1 -0 6 41.dwq 1 1 -0 6 S312.dwq 1 . 1 -0 6 S61-04.dwq 1 S81-05.dwp t . 1 -0 3/8• CAP PLATE x COLUMN WIDTH PLUS 1' 14 PLATE 3/6' X 6- X REO'D 3/8' CAP PLATE x COLUMN SEE FOR 1/4 3 SEE FOR BEAM TYPE 'A' EMBED PER 4 WDTH PLUS 1' '1 (y (9� 1/4 10 JOIST PER PLAN GIRDER CONNECTION BEARING +I ! JI BEAM PER PLAN ' e CON S U L T I N 6 BEAM CONNECTION PER • . _ _ ENG I N E E R 5 h , 1 7 ! Iljl i • I I • 9 I , • �:� r�r�•� r� I1» SW Kelly Avenue I I I 1 I I • -� I , , 1 Portland Ore,�'II f17l� • SMM2.4453 do k A"*corn I 1 j l' I.�, I , , I + I • ,503.248.4263 MMW.YI+ .tofT� SEE 56.1 FOR CONNECTION II'' • ' ' • • AT SMAILAR CONDITION + I'' BEIM PER PLAN i i i • W BEAM OCCURS ' n I • I , • • ' � SHEAR WAIL ...... .x SEE CONSULTANTS PER PLAN I 7 I I • 3/16 + + • + • S6.1 PLATE 3/8 x 4' x 6" j • I 1 • , EACH SIDE OF COLUMN ANGLE EMBED EACH 11 SIDE OF PANEL ® + • 3/16 i i FACING GIRDER SEAT PER 54.t PER SEE FOR i � i BEAM CONNECTION PER® BEAM CONNECTIONS. - 1 FOR COLUMN TO WALL usi + 1 COLUMN PER PLAN l 1I ; CONNECTION SEE® 3 Amhbft& COLUMN PER "LAN ' ' + + COLUMN PER PLAN 4 COLUMN PER PLAN ' EnginGeM Inc , I , I GIRDER PER PLAN OWW,FlA W1 , 7 COLUMN AT TILT-UP WALL 8 BEAM CONNECTION AT CO t COLUMN 9 BEAM CONNECTION AT COLUMN 10 FRAMING DETAIL Cj � _ 6• S61- .dwq 1 � 1 -0 6 S61-08.dw9 . - 6. S61-09.dwq 1 � 1 - � 561-10PM.dwq "1T 0 6 GIRDER CONNECTION AT COLUMN 6• se1-06.dwp 1 .. 7-0 SPACING 1 • -PANEL JOINT PANEL JOINT TYPE V EMBED PER S4.1 �� Ilip 1 2 PLAN N�Y Lu � BUILDING B ONLY LEDGER AN i a Z SPLICE AT PANEL JOINT WITH ANGLE Iq; 12 e 1 4 TYPICAL 1 1 3/8'x3"x0'-9' SPLICE PLATE l , .I:l'' Ij+i1 ,I Ally METAL DECK PER PLAN 8 56.1 56.1 , -HOLD JOIST 1' FROM WALL FOR LEDGER 1I r' Q S6.1 CENTER UNE TYPICAL ROOF OF JOIST AND I;��,...* STRUCTION PANEL. JOINT f°�+i�l' L4x4x1/4xCONT. Z ARCM METAL ROOF DECK w 4 PER PUN g ;' TYPE 'A' EMBED PER 54.1 Q AT 6'-0" O.C. MAX TYPE ' EMBED ;i�,; I 'q + PER vca TYPICAL1 4 T C +G S4,1 ,i+,, +i17' 3 16 2 JOIST-EACH SI V 1 4 6 Pli0JWTN4W TYPICAL 1 4 3 ANGLE TO BE CONTINOUS ' ' ANGLE TO BE CONTINOUS ' �li!I ' ' I PARALLEL BETWEEN PANEL JOINTS BETWEEN PANEL JOINTS � I x CONI. NEXT TO j,�!' !; � \ 'A' EMBED NELSON STUD HEAD L", X S x 3/8' X 1'-6' „�i I I I III y TYPE \ W AT EACH LOW DECK li ,j ,6 W/ 1/4" STIF'ENER PLATE I L�I�,I y PER II Ijf 1� 1 2 CORRUGATION \_-TYPE 'C' EMBED 54.1 `-TYPE 'D' EMBED I` III VIII I�� METAL DECK PER PLAN li I C \ �7- TYPE 'D' EMBED i+ t,�.( PER 4 PER 4 CONCRETE TILT-UP WALL ` \\�.�--- PER 4 S4.1 4.1 STEEL JOIST PER PUN r I I JOIST PER PLAN AT PANEL JOINT t 'I"jl I t 1.4x4x1/4xCONT. Z TYPICAL JOIST TYPICAL LEDGER PANEL JOINT SPLICE PANEL JOINT SPLICE I i� I, I L S x S x 3 8 x 0'-9' WITH ��i,i: !I ♦�, - E I I+ 1/4" STIFFENER PLATE CENTERED. I,!'� c/ l� t 4 � Q NOTE: WHERE WF BEAM IS USED, SEE DETAILe 1�_ It TYPE 'A' EMBED PER 4t A AT 6'-0' D.C. MAX FOR Nf CONNECTION. U.O.N. 4• TYPICAL � � W 11 ROOF LEDGER CHORD 12 ROOF JOIST CONNECTION TO WALL 13 ROOF LEDGER AT WALL 6. S51-11.dwq 1 t •-0 6. 1-12.dwq 1 . 1-7 6 581-1 .dwq 1 t -0 C 8" TO 20' METAL DECK PER PUN CENTER CURB AVmT Mw OVER FRAMING (2) - /4 CONT. 3/8' PLATE X 8" % CONT. BELOW TYP. PLATE 3/8'x3'x RF,OUIRED L ST 3/4 DIA. X e" NELSON ROUN OFO PE NG,L2x2xl/S EACH SIDE /5 VERT. AT IS' O.C. - PROVIDE ,/4 s TOP PLATE STUDS AT 12" O.C. SPLICE ROUND HOLES LESS THAN OF OPENING, PERPENDICULAR STD. H0� PER 14 �- PLATE AT CENTER OF WALL 8' DIA REQUIRE NO TO DECK FLUTES. EXTEND PAST 1 IF REQUIRED REINFORCEMENT AND MUST A OPENING 12" EACH SIDE AND 8' CONCRETE WALL UNDER MECHANICAL UNIT CONNECTION PER METAL DECK SPACED AT LEAST 3'-0" APART SCREW MATH /12 SELF-TAPPING ^ EACH LOW PER PLAN OPENINGS 8" M 20- ENCOUNTEREDSCREWS TO LOW FLUTE ; /IS AT 1T' O.C. CORRUGATION 1/2 TYPICAL EACH LOW t 2 CORUGATION W 3/4" DIA x S" NELSON STUDS AT 24" O.C. COPE VERTICAL LEG- h O , ••1 r �- �' O) AND BEAR ON ADJACENT L6 x 4 x 7/16 x 0'-6" `" (2) - /4 CONT' 3/16 4-24 TYPE 'A' EMBED ANGLE OF JOIST (2" M!N) 3/18 (3) SIDES O ALSIMILAR CONDITION „T- �' -- ___z EACH LOW PER ; AT ; �11 L�A- -rw l� - - +o CORRUGATION 1 2 S4.1 O ' • -----____-- / _ PERMIT 12,-2-2= HSS OCCURS, PROVIDE s� ATTACHMENT PER ' `--�'--"-------- 371-a ---•-------- _ 4'-0" O.C. METAL DECK FORMLOK DETAIL TDA PER PUN .n I DATE: 10-12-08 = ==== BEAM PER PLAN AS 7 A 1/2' MAX OCCURS CONNECTION PROVIDE L3x3xt/4 DECK BEAM PER PLAN ==: AROUND OPENING - ' NOTE: SHORE ROOF DECK CONCRETE MECHANICAL SLAB AT SIMILAR CONDITION, • • PER a FOR CONCRETE PLACEMENT / I BEAM PER PLAN � L CI'fECJC 7N W 4 AT 18' O.C. EACH WAY JOISTS OCCUR. 54.1 CENTERED IN SLAB ABOVE DECK RIBS I DRAWNBV.• ARM SHEAR WALL QQENINGS 20 TO � C6 x 8.2. t/2� PLATE PER PLAN �- MAX, LENGTH OF WALL PLATE 3/4r X 8" • JOIST PER BEAM PER PLAN. ORDER X REO'D WITH (3) • 7U 1. MAXIMUM LENGTH FOR L3x3 IS 8'-0". AT SIMILAR CONDITION TYPE 'B' EMBED PER USE W BEAM AND + PER PLAN OCCURS AT SIMILAR CONDITION. 3/4' DIA. X 6' PROJECT- 208407 AS REOUIRED/�\ L7x4x1/2x0'-8" PER PIAN 1/4 3 NELSON STUDS 2.) OPENINGS SHOWN ABOVE MUST BE SPACED AT LEAST 10'-0" APART. S4. 14 FRAMING DETAIL 15 FRAMING AT ROOF OPENINGS 16 FRAMING DETAIL 17 MECHANICAL CURB DETAIL ��^ 'RECEI�/,EO i 6. S61-14PM.dwq 1 • t 70 6 S300.dwq ,"'r dwa 1 . 1 -D 1-,7 dw 1 . 1 -0 18 FRAMING DETAIL 19 FRAMING DETAIL 6• S303 6. q 6. 1-1 dwq 1 • t -0 6 S61-19.dwq t = , -0 SEC 22 , c:oS6. lb �, °��OR a 4 Rio v �+► w. �+�I�a►��t+,�w+�•r;m+swnc>p,*`s��,�r �Y�rna��e+�p; eaa�•�.n° t+'•,,,,,,r•,,,, -ITITI-I IT p �r / / / - , - ... r.._,i.,•rc-^+tau.,spy, ,.rnyr.n. . .Nln•r... - _...... -. ., - ,_- ��' �,N�n �'11R.'r'' N`l. � •il�. .YR'��. .. 1 . r - ,:!!�.r.•�.• ,. .. ;o1A•�III+1� ��.1•warnwurr•r��., .+yrlrrr...: .�alea+•+wrrwennlyr _ ';' • yam,,„. .. .-.,.: lf�jr tf 11 a T1 hll�is r�r�rJrlr�r�rg '�r�r�r(r11�r�r r�ljl�lll�ljl�l 1�1�111,r�r�lr�l 1r 1 II I I II 10 l 11 iZ N0.38 3� W 1111 W I d uil I' d1i ��u i u ui�iu 1� uluii 111111 u • V '•. •- s~+..+.Mm.1YN•�L•►IYYr✓h,�.i.r,mrM.iYUMrIv:,Y.✓.r•'.....m:._.�+�.+r.nr+.r�Mlrw.w.Yu ,., :e'M„/rt.1`An.YW..rY•:_.-.nuA �eewypw.ws.+w..70nn.,,w.•rrwn..•r�F4{r,.,tMWI/.mM'.r. r «.vnr++.w....N.•�e:r+.ruw�rfYur,.r.«w:.+wrl!-.:...rti.�uww.r.re.-..o.w i„ Y_.....�.,,.....,.ru..:.-. .•-._;,... .. •' .+J1�°•'1111i►eaa'.:...a... mew ..w.ww ..... .. .,_,- -..-.,�,,,�a, -...sr-..-. . - _t. u-. .. ... .+:..�..,� �'1+ •./1► •.. .. - •-aw.m..e�..r.�.�.r�..,,;...,m.ro-a .... ,, _... ,.,.-+nmols'.•...�.,•envxx.�+r....nraw.-x:n• -cv...., .zr�lr ..�w�.�rM z k r j :l V?Y t,,h t, b - _ SEE ARCH 0 N •`pit „��> C-1 5 CL 2 � � r J ' I TE U'3 8" TOP PLA fE z 4' z REQUIRESif, 34-400T150-43 TOP L5x3x1/4x0'-6"AND BOTTOM --- SEE ARCti� TS 4x4x1/4 TOP AND BOTTOM TYPICAL L5x3x1/4x0'-6" 3/16 1/x '�- PLATE 1/4 x 4" x REO'D' TYP 3 16 PLATE 1/4x4"x4" 1 1/2'TYP. ti 4005162-43 AT 24' O.C. 400TI50-43 BOTTOM TOP SIMPSON 'H3' AT 48' O.C. 731 6 r AND 3 18 2 17 4 3/16 A 400SI62-43 AT 24" O.C. 1/4 ' /10 SCREW AT 12"O.C. I , STAGGERED � PT 2x ?'W PLATE WITH _ SIMPSON '543' AT b" O.C. 1/2" DIA. ANCHOR �� BOLTS AT 48'AN O.C. BEAMS PER INFILL METAL STUDS. Q ' EMBED S" AND PLAN 1/2' PLATE x REQUIRED , TS4x4x1/4 400SI62-43 AT 16' O.C. /10 SCREW AT EACH COUNTERSINK AS 3 16 A ' � h HIGH CORRIGATION. PT 2x TOP PLATE WITH REgli1RED TS 2 1/2 x 2 1/2 x 1/4 1• 3• TS4x4x1/4 2 (2) 1/2' DIA BOLTS TYP.—�� COPE T.S. AS REQUIRED A STAGGERED 1/2' DIA. ANCHOR BOLTS AT 48' O.C. 1/2" , EMBED 5" AND �" --PT WOOD BLOCKING 1O 840i , Q COUNTERSINK RED As AS REQUIRED 1 .1 ' 1 JOIST PER PLAN -� , �► 2 PIPE PER PLAN T.S. OCCURS AT i a 1 4 SIMILAR CONDITION ; 1121 SWSa/AAON � � S1lite 100 L2 1/2 x 2 1/2 x 1/4 `� Po e10 OR 97203 We. EACH SIDE TYP' Til 303.111.1111 1 4- --- 1/4 Fm 303.221.2077 4 JOIST PER PLAN A A _ BEYOND 1 PARAPET WALL CONNECTION 2 PARAPET WALL CONNECTION 3 PARAPET WALL SUPPORT 4 PARAPET WALL SUPPORT 5 PARAPET WALL SUPPORT 6• S61-10.dwq 7 6 S61-15.dwq 1 1 -0 [= - dwq 1 1 - - ,dwq i 1 - V 6. 6, -0 .dwq 1 I - —-- - — -- -- - SEE-ARCH. L5x5x5/16x1'-o" CON Si U L T 1 N G TH 2 ,�x4-0 G��p ENGINEERS 3 FAII. BENT BARS sEE 1/2' 1 1/2' AT 9" GAGE. 1 2 PLAN TYPICAL 4 PLACES. 400T150-43 TS 4 X 4 X 1/4--� 3933 SW Kelly Avenue I�orban! • or"on 977th L4x4x1/4x1'-o" w/ 1 ;/2" TOP TRACK SEE PLAN BEAMS, WHERE 503.722.4453 vimk@yin*.,om x NELSON LXFORMED L2 X 2 X 16GA. 1/2 II /2" MAX,N � . , �, 1 ,503241 . .4263 www.vin,k.m:n ANCHOR BARS X 0'-3' W/ (2) SCOURING, NOT SHOWN. SEE PLAN 0.143' SIA. P.A.F.'S , DID COM X TAN73 4 ryP• /4x4'-0' TO STEEL AND (3) f` 1 3 /10 SCREWS TO STUD COLUMN PER PLAN T'S4X4X1/4 SEE ARCH —�A p ■ SEE a FOR ADDITIONAL ' 4005162-43 STUDS , TYP'. 3 16 " INFORMATION. T'S POSTS TYp AT 16' O.0 ' 0 , BEAMS AND BEAMS BEAM PER PLANPER PLAN Rech PER PLAN - BEAM PER PLAN ECng,,i Inc TOW FINISHES PER ARCM. r � n I PLAN I u ii I it U i Ilf io ��SEE '' JOIST PER PLAN ARCH. A - 400T150--43 TRACK w —FOR ASEE 6DITIONAL 1/4OWWR W/ 0.14.5 DIA. P.A.F.'S TS 4 X 4 X 1/4 TOP AND 1/2' PLATE x REQ'0 TYP I i AT 12" O.C. STAGGERED BOTTOM. SUPPORT AT INFORMATION T5 4 X 4 X 1/4 PANEL BEYOND PER 12 , I UJI TYPE 'A' EMBED 9 PER4 — 0 �l ® FLAT BAR 1/4 x 1 ■ 0'-4 COLUMN PER PLAN EDGE OF PANEL BEYOND L2 X 2X 1/4 ' AS REQUIRED. TYPICAL (4) X 0' NOTE: ALIGNMENT Of T.S. T EACH • �- q• LOCATIONS. SEE ARCH NOTE: VER�ESESEEOARCH. VERIES. SEE ARCH. SIDE. TYPICAL t' A SECTION � L tu w W Zco y t'6'*N PARAPET WALL SUPPORT 7 CURTAIN WALL ATTACHMENT 8 P W PARAPET ALL SUPPORT 9 PARAPET WALL SUPPORT 10 PARAPET WALL SUPPORT V � 6• 562-06.dwq 1 - 1 -0 - 3 4 - 1 -0 S62- .dw 1 t-0 6. 6, 9 6. 562-06PM.dwq r - 1 -O 6. 562-10PM.dwq 1"77,1 -0 -o z91/4 4 1 SEE FOR 3 C5x6.2 BLOCKING BETWEEN JOISTS NIQ SIDES 3/16 �� 12' O.C. 1 AS NOTED ON PLAN. FIELD LOCATE ADDITIONAL, INFORMATION. TO ALIGN VAIN LOW CORRUGATION 3/18 3-24 IN DECK. EXTERIOR EXTERI�R ::::. ..:::::. :::::. ::u:. :::u. .::::: TYP. COLUMN PER FACE FACE ANGLE EMBED �31 PLAN PER(�j ...................................... ...................................... 1/2" PLATE x 8' x REQUIRED 1 2 i� MAX TYPE 'A' EMBED 1 1/2" EAC/ BOLTS5/8 ERECTION 1/2 12 O.C. H REQUIRED SIDE AS REQU 3 PER ` 1/4'x2'xo'-3' FLAT scEs 3/}6 `' 4.1 3/16 SIDES _�. BAR EACH SLOE � � '-'� t /►w - TILT PANEL 4, — R 1/4• WEB_� CONNECTION PER PER PLAN STIFFENEF` _ f I ELEVA AOR MANUFACTURER ;........ ..... v +... TILT PANEL 1/2 EACH SIDE :uunu...■.:.u.......1.0 k■..... ....... ...... BEAMS PER PLAN . _ PER PLAN MAX. ` 16 ELEVATOR RAIL BY W BEAM PER PLAN- I ELEVATOR MFR. ' , Q 8 U. 4 NOTE: SEE ARCH FOR ALIGNMENT O OF T.S. BEAMS JL 0 cm 11 PARAPET WALL SUPPORT /01�2N PARAPET WALL SUPPORT 13 ROOF' FRAMING DETAIL 14 ELEVATOR FRAMING 15 GIRDER BLOCKING 6. S62-11.dwq 1 - 1 -0 6. S62-12TN.dwq 1 + 1 -0 6. 2-13.dwq 1 1 -0 6. S62-14.dwq I - r-31 S62-1 .dwq 1 Nwr mLar JOIST I ST PER PLAN �1 - 1 4 � L6x4x3/18x1'-0' I PLATE 3/5'x7xREOU1RED Ll 1 5/16' TYPE MBED FLAT BAR 1/4'x2'xO'-6" (LL•V) — — ' ' E .� PER I 3/16 I UNDERSIDE 1 4 10 1/4 V 10 1/4 \TYP A 0 4• tF -ERECTION BOLT �, mmn 12-22-m CONCRETE TILT-UP- / I, ~~ ______�i ii = _______==_ __= WALL A , II BEAM PER PLAN BEAM PER PLAN I DATE. 10.12.06 tE• ' L5x5x3/8x1'-0' WITH 3118P 3116V l CNEICK 1N 1/4" STIFFENER PLATE L2x2x1/4x0'-8" BEAMS PER PLAN SKEWED TO MATCH BEAM/JOIST PER PLAN BY. ARAI JOIST CENTERLINE �_ /WELD Vit. 7C COLUMN PE? PLAN 1/4 p �FIRST T� JOIST EMBED PROJECT: 205407 PER 4 1/4 /1 AT SIMILAR AT WALL AT BEAM/JOIST 4.1 (:ONDITIQj�j Qy loJ 16 CHORD TIE PLATE ��� 17 SKEWED BEARING AT TILT—Uf- _'ANEL 18 ELEVATOR SHAFT FRAMING RECEIV >r C 562-16.own 1 1 -0 r—•r- 6. ' 6• 562-17.dwq 1 I -0 �� 6. 582-18.dwq 1 1 -0 �Er. 22 S62 D Opus D 1 2 3 4 1� S p^ oR a.w...��.�..,. _ •• w a, r.u>raa►ar.+.ae•m"•s.rnv,rr•,w «.....-vm,..c,a�annw.r,m _ 1 i irT�r11 IY rr r1 i. (Tri 7TJq!1i�1�1�1 i�i+rji�,jr'�1+r r�1IrII tji`ilr 1�r1r�+ 11r1��r r�r�r�r r�rlrll 10 4311 tr j a 9 No.36I OR uilu ll I �` � } ` 'c 1�UI � U Wlill W111111ll1t1 W W�Illlllillllil) , 0 1 ' ._•.. ....•.•- _ .r.+s.. a.. .n..WM+'rM6...YN1-tti...I'r.wr..fiMnr...r...•+Y.xr.�r�F•OK�YYrAr-..w.w-•+"w'-.aw..-.•rti-.Tn'a...v.+wr-i.•.tl".isw..- ' j �' • ' ' , .'.. •.. .• - .�..w.ru..Y-Yn�,+y. .Ma.w.�.'wi.:rJSM•Mw.+wilnl.../...+..�..Y•..i'J..a...�..+ry111"r..V!w141r r.n.. . iJ, � t .• - •.l..SA.lr•-N►f.rww....y,••, .�iiiw,s••iNvui.u.VY.r.:..w./!•. -....•.f�Wrw.•.N"—Wr.,rrir. Ii • 'N+Mi1W.W#e9i..Y►•i/..Mlw./AY/M .Y�....�rMBwMWM.".Trn4.:y iy u..Yi•tr., :1 r-O^ w.. -..--. y3.�._-• .. ..:._. .�.—_ >N - +w.�..u�. _...... ....i.r..'_..w.J:'.x.-•.:.'.M."MY.YrtY.11 ... '• aWM•..•--•.,..y:.A�i....•.y ay.-..+a.+aii..ur+wswwJ..-....ytrl+r.cID'6'aWr.H.O.,•••..,/0.614u..+.wwMrn... .. .-..+1.1ac•...... i ..,Via. +•rM.Y��.^..Y...YM^.M.i'hP+MMrYiI'm:•••YM71u•r.... • " V.."W rnr.�a'1w�•.M!�1'� ......wew.rr+r'd.•..Yrl.s4.w-.V,.'r'.�.L.•v�'•,�...+i.L+.iY-�:wwu•_u N.YwIYM.+Y.rWI.. . r.• r 7' �F Y Yet IF C4. .I, i C4 N C-1 TYPICAL PANEL REINFORCNG TO BE /5 ¢ J Z AT 14" O.0 EACH WAY i° (2)-/4 PERIMEYER BARS IOP AND BOTTOM OF PANEL. PROVIDE EACH SIDE OF PANEL J NiERE REIN RCING CAGES ARE NOT PRESENT o --- 2 �4 L 57.1 S7.1 OR7.1 LOCATE CONNECTION AT MID-HEIGHT AND 1'-0" BELOW TOP OF FRAMING. (2) CONNECTIONS PER PANEL JOINT. WHERE PANEL JOINT OCCURS AT BEAM LINE. LOCATE TWO CONNECTI)NS AT EACH S1f,E OF PANELS 0'-3" X 3/8' X V-0' FLAT BAR ONE PANEL CONNECTION AT ViO—HEIGHT ONLY. TO BE AT PANEL MID-HIEGHT AND -6" WITH 2- 1/2 DIA X V-6- NELSON �• /+ I N I BELOW TOP OI FRAMING DEFORMED BARS BE1'T AROUND EXTRA BUTTERFLY CONNECTION: 4"I 1 4" PLATE x 3" x 0'-8" WITH 1 II VERTICAL /4 BAR BY 4'-0' LONG. I / / I! "I SLOT AND 1/2' DIA. CENTER HOLE. —M1ERE 3'-0' EX7EN'.;JNI PAST OPENiNu IS NOT i EACH SIDE. UO BEND TOP x.AO BOTTOM LEGS IN 4, _ - _-- POSSIBLE PROP;= 90' HO.XcxO'-6" I I ! t OPPOSING DIRECTIONS TO FILL. JOINT. ----yam-- - 1' Ili ,, 1 NUi OVERHEAT. j I II I'i 0'-8" LONG FILLER ROD BY JOINT I TY- CAL VEkTICAL REINFORCING IO HAVE L. I� I WIDTH + 1/8" i WELD EACH LEG: "► CALE K JOINT ---� DO NOT OVERHEAT ;, 4 i b' STANDARD 90' HOOK EACH END. lij 3j16 r -\ — BUTTERFLY CONNECTION PER g71 (NOT RECD AT ROOF) 2 1/2" X 2 1/2" X 3/8- X It-0" ANGLE j' I ANGLE EA. 2 1/2" x 2 1/2" x 3/8" x 1'-0" ANGLE �,WITH 2- 1/2" DIA. BY 1'-6" NELSON j SEE EXTERIOR FACE U.O.N. � rHIN (2) 1/2" GIA. x 1'-6' NELSON 2 1 2" x 2 1f2" x 3 0" x 1'-0" ANGLE INTERIOR, FACE- J ` 1MTH (2) 1/2 01A. xi'-6' AE�SON DEFORMED BARS BENT OVER EXTRA DEFORMED ANCHOR BARS BENTr4 BY 4'--0" VERTICAL S7.1 (POURED UP) OVER /4 x 4'-0" VERTIC.,.L �\���, \ \� \ DEFORMED ANCHOR BARS FENT OVER /4 x 4'-C" VER`'ICAL —MINIMUM (2)-/5 BARS AT TOP AND I -- -- - _= II.,, - --------- F ----- -- BOTTOM OF ALL OPENINL,'S. EXTEND II. - - � --- III' `f`. — -"- -- •: 1121 SW Solmn 2'-0" BFYONO SIDES OF OPENING. II -- __---- _ &dte 100 BACK UP ROD DIA, TO BE PER PLAN `` '� — Portlnmd,OR 97203 �• � FULL HEIGHT REINFORUNG CAGES PER PLAN LL 3/4" TYPICAL -� 1- BAR SEE ADDITIONAL DO NOT EXTERIOR FACE U.O.N. 1 1/2 TIMES JCNNT WROTH. - -- . TeL 503.221.1121 \ g EXTERIOR FACE U. 0. N. ��� NOTES Y �:: __- _ _ — __— / 571 NOTE: e 3/16 8 OVERHEAT 3/4" CHAMFER AT ALL Cs EXPOSED PANEL EDGES CAULK JOINT �`` F�.303.:1/.2077 2 FINISH FLOOR - NOT TO SCALE ADDITIONAL NOTES AT DETAIL 1/57.1 0'-8" LONG FILLER ROD EXCEPT WHERE BRICK 3/4 ADDITIONAL NOTES AT DETAIL S� n S21 X JOINT WIDTH +1/8" IS PRESENT. SEE ARCH. - - _ - —--- TILT PANEL A _ t ad -TIES AT 4" O.C. ADDITIONAL NOTES AT DETAIL 571 1 TYPICAL PRECAST WALL PANEL 2 PANEL CONNECTION — OUTSIDE CORNER 3 PANEL CONNECTION — INSIDE CORNER 4 TYPICAL PANEL CONNECTION 5 SKEWED PANEL CONNECTION 7. 5-1-OIA.dwq 1/16 1 -0 7.Y 971-02Adwo 1 1 - 7. S71-03A.dwq 1 1/2 1 -0 7. 571-04A.dwg 1 1/2- O 7. S71-05.dwg 1 1/2 7-Ow CONSULTING ENG 1 111 E E R S 3933 SW Kelly Avenue Portland • Orv.m 02's '50).222.4463 vIrr*dNml'.com 507.248.4263 www.AmL.com I � p TIES AT e' O.C. coNsuLTaNrs u /L3 TIES AT B' O.C. 91' LONGITUDINAL BARS �i L IPJBARS PER PANEL EL.EVATION ONG DINAL ¢ - AT 14" O.C. i%3 '��, /� PER PANEL ELEVATION = e= arc FOR REINFORCING CALLED OUT EACH II I as.a FACE (F. F. ) LOCATE 3/4" MAX CLEAR. , CONTINUOUS '; OPUS] OF EACH PANEL FACE :���•ref •'�{� �1 /"11�J"l� T1T� .' T 11r'�lifllf _ 1 1/2" CLEAR - � �t -e==r+_ � �•� . Opus MChltied3 1 � �*,7MMifV 0"P ngirleer>!<,Inc li CONDR70N ABOVE 3rd FLOOR �PANEL THICKNESS AS SPECIFIED ALTERNATE ALTERNATE--- 5=1�� �Y�-3rd FLOOD N3 TIES AT 4' O.C. X13 TIES AT 4" O.C. ,GIIIg /5 AT 14' O.C. WITH LOCATION OF J LOCATION OF 90' STANDARD HOOK EACH HOOKS. TYP. HOOKS. TYP, LONGITUDINAL BARS j' EIdD, TURNED IN PLANE OF PANEL PER PANEL ELEVATION GSR 3/4" CHAMFER AT SURFACE EXTERIOR FACE U. 0. N. - POURED DONN ( I PER PANEL AELE ELEVATION L BARSr2:..-et '4'- 4 Sv�+Z. cul..v! uj LuINSIDE FACE 1" ALLOWANCE FOR * + h 1" ALLOWANCE FOR 2 _ ARCHITECTURAL BRICK .Sa T r - �- ARCHITECTURAL BRICK If AND REVEALS i _. `T` ,z AND REVEALS I, i' 1.tII:NI! I TYPICAL OO�DPTION 3/4' 'ICAL CONDf110N 3/4" CLR. TYF. CUR. TYP. w w WQ 6 PANEL EDGE 7 PANEL SECTION 8 PANEL SECTION 9 PANEL SEC1ION0 M 7. S71-06.dwg 1 1/2' 1'-07. S71-07.dr�g 1 1 2 1 -0 7. S71-08.dwg 1 1/2 1 -0 7. S71-09.dwq 11/2 1 -0 O 000 0 2 W U; 5 /3 TIES AT e" O.C. ALTERNATE LOCATION - 03 TICS AT 8" O.C. OF HOOKS. TYP. co BARS PER PANELAELEVATION s_s�� } ,fit - ', s-_ ,:x: LONGITUDINAL BARS 6w, FRONIEICTNAAE s• ,, _�;. .._.: f;t..:i s a:r r r {. 'xl`' r rr_ - _,r jr PER PANEL ELEVATION w 01 r 3 1 ALLOWENCE FOR - - 1" ALLONIENCE FOR QF& 11 }'fes r:r:w►rrrr - s - �csYsryaz ARCHITECTURAL BRICK r -- +arm r. F �r�ssSawidrlx:s:r' ExrwwiARCHITECTURAL BRICK _ _ _ so", . AND REVEALS AND REVEALS 3/4' 3/4' CONQMN- CLR. TYP. Q ABOVE CLR. TYP. - /3 TIES AT 4" O.C. ALTERNATE LOCATION /3 TIES AT 4. O.C. • OF HOOKS. TYP. ' __:*sem_: �.ay �..wrs _ :-rte: . m, �a..: .• _ LONGITUDINAL BARS LONGITUDINAL BARS ,L _ - - -. PER PANEL ELEVATION -� PER PANEL ELEVATION - 04-M 1 Lu ~ �' iJ ,� 1" AILOWENCE FOR WN-01 � _ .� h � _ 1' ALLOWENCE FOR - +.. �_ — ARCHITECTURAL BRICK ,, _ �� i A+F - ARCHITECTURAL BRICK _ AND REVEALS ` - .. :- - _ � - - " AND REVEALS x C N rM&GONDINN 3CLR• TYP. TYPICAL CION CLR. TYP. 10 PANEL SECTION11 PANEL SECTION Www" 7. 571-10.dwq 1 1 2 � 1 -0 7. 571-11.dwq 1 172 1 -0 l — I I _ I L_ l I&PERMIT 12-22-M DATE,___10-12-08 I CHEM — TN IDI "BY.• _ ARM ' Pi 71 1=1 PRO.IECT.• 2r3497 RtcoveD 7. 1b >r nEr, 22 1006 OPIs Nol"gN Conshl,cNor1-OR oww+•iea txs wa.i..,. i n .,.: ."'• M°+` r f MllU7 V ,. c ++wNNINI; .•_±Y1I1114" aN .:. �:�.. w A' ynaT s. r r. ,..,. "' •. +d'!'d`.w? � ' '�,..Y...w .•.rpyV'8p' -qar.;... ":IpN1'tT:l►'.' A ^:'t � ��ii .d' -_ 1 T 1j� f . 11 ., , r�Te r 1Jr rT 11 rrr ° .: r1r�1 r�111�111 i11I111Iij11111 11111111111111/ [fill 111►11I111 ►1►�111I111I111 d v 10 lis ; 3ox, No.36 Ill Wllllll II111U1�lllll llll Wljl)1 11111 W1111U W1�lllI 1111111ll1 -,-,� ,, _. Ili (1111111 lllllll 1Ll 1 Illy ` Ill 111 4 11W ll�1W lllljlll illllllll � • ' :. ,.. ._ .. .,...:. ..- ..•- r ... -.,.. ..... -•».-.....•..............w..._ ' �!w a...rs�7++R v.+r!• n.F ..ewl.1/�iYn._ +• _ •.►wYll�.. ..+.x ..ua +�.. w+•",y. ,r.rec.[e ..+ rr+•w� .C—.<n..r-..M,.."..w..•+rsr .r.•. ..: ,.. ,� .�nrY..,"+rr�Yw"..ww_.«..ww+..�....w.a-..w._..,..c�...da.rr..�� :.xve!....,...u.rr�r.«.r.w<,.ru:...w r. .,wn"....-.-..-.. .e, .. -+wrgti'-:.r..., aa..,atd: •: .rw':. _ ...�. ,..z_..._._. __._ _..,.... .. _ .. ., .... .:.... .. ... _ e� j 1 <y. N . Cif•.•• t. ---- TYPICAL PANEL J REINFORCING PER 1 S .1 T.O. ROOF SEE PANEL '6' -- --- SEE PANEL PANEL '8' -- --- SEE PANEL '6' -- -- - -FOR REINFORCING. FOR REINFORCING. FOR REINFORCING. FOR REINFORCING. ti � \ " -� TYPICAL PANEL _ __ REINFORCING PER Rt:1NEMMQL PEO - --- TYPICAL AN L -- -- -_ __ - -_-__ REINFOR R T.O. 3RD FLOOR TIES AT 4' O.C. TO 2'-0' ABOVE OPENING $7.1 S .t TYPICAL PANEL REINFORCING PER71 ;�l z ��;i \ xz ' %t11 :(/ 7" (3) /5 BARS "► .. .. / EACH FACE FULL HEIGHT. ti - (S) /S BAR /121 SWSaLw (4) $5 BARS (4) r5 BAnS (7) M5 BARS _ (4) /5 BARS ¢��r - 7 BARS EACH FA - - -- -- -- --- -- -- --- .P5 - --- �3� T.O 2N0 FLOOR $yjjCf(� -T-CR--rAm -f;,�q��,� �7► T.ACH FACE EACH FACE. -- M NC"OF r� -�- - - - ------ --- HEIGHT. Padasd OR 97203 FULL HEIGHT. FULL HEIGHT. MIN. OF (4) FULL HEIGHT. MIN. OF (4) TO BE L TO BE FSU. TO BE FULL (4) /S BARS EACH HEIGHT- - - Tel 503.221.1121 HEIGHT. Fa:.503.221.2077 b FACE FULL HEIGHT. 1Q S 1 .. .. ., ON. .. .. .. . 57.1 .. .. .. 1 g .. .. .. e A /;: / I Z S7.1 S2.1 57.1 \ I H4 -� �c1 T.O. SLAB 10 2't 1 3) /8 LONGITUDINAL 1 H4 PR ' 1 11 Q 101 25 24 r 23 1 N4 21 ANEL. PARS 27 19 18 52.1 16 H4 1 1 STANDARD 90 DEGREE HOOK EACH END. A NORTHWEST ELEVATION - 8" THICK PANEL B WEST ELEVATION - 8" THICK PANEL 1E !NG!1NEERS U L T I N G 1/8 7. 1 -1 -0 7• 293) SW Kelly Avenue portend - Oregon 9723/ 503222.44S3 vimk®vlmk.com 503.2411.9263 w m.Arnk com CONSULTANTS ROOF ON& T.O. - - - -- -- -- - -- ---- --- -- ' SEE PANEL-- - -- -- -- -- --- - _ __ -- FJ1QkNN.,kIC SEE PANEL '16' SEE PANEL '6' SEE PANEL 'e' SEE PANEL '21 '3' AfChil�Cb 8 FOR REINFORCING FOR REINFORCING. FOR REINFORCING. FOR REINFORCING. FOR REINFORCING. ON OWWRrr W r -TYPICAL PANEL /S AT 15' O.C. T.O. 3RD FLOOR REINFORCING PER EACH WAY EACH -- -- - 1 FACE. - - -- - -- -- S .1 ON ON - ;' � __ 6 BARS __ __ (9) /S BAR$__ (6) 06 BARS EACH 6 BARS 9 BARS_ (6) BARS _ T.O. 2ND FLOOR oV -- '- AC`s TSE EAC -- -- -- -' -- -" - -- "- -- - -• EIN. OF ). EACH FAIN. OF (CE). FACE. MIN OF (4) MIN. OF 4) MIN. OF ((6)) MIN. (4) V, W � MO BE FULL MO B ULL TO BE FULL HEIGHT. TO BE FULL TO BE FULL TO BE FULL -- -(6) /S BARS x HEIGHT HEIGHT. HEIGHT. HEIGH . EACH FACE. MIN. OF (4) Q 9 9 11 TO BF FLL .. �:: \:: :: :: :: )C f S .1 .1 :: 1 :: :: \:L .. HEIGHT. m 1'� .. ::LN / S9.1 � tiCL �sl T.O. SLAB 1 ---- -- - -- ----- -- -- -- - - -- --- -- - -- -- - -- --- -- -- ---- __ d 1 13 11 10 ® 522.1 S2.t PROJECTNAME .1 H3 2. H3 H4 S2. H4 2 1 C EAST ELEVATION - 8" THICK PANEL D NORTHEAST ELEVATION - 8" THICK PANEL 1 e •I •-o 7. /S AT IS- O.C. /5 AT 15" O.C. EACH WAY EACH WAY EACH WAY EACH FACE EACH FACE EACH FACE SEE PANEL '17' FOR REINFORCING. T.O. ROOF -- SEE PANEL '15' -- --FOR REINFORCING. Ilk C _ \ / v TYPICAL PANEL T.O. 3RD FLOOR REINFORCING PER - _- -- -- -- -- - lINLT 17R/ 57.1 N (4) /5 BARS EACH FACE „ (4) /5 BARS EACH {3) #5 LONGITUDINAL FULL HEIGHT. n ' BARS FULL MAD' FACE FULL HEIGHT. PANEL. PROVIDE STANDARD 90 DEGREE HOUK EACH END. (-- (5) /5 BARS EACH _ (ti) #5 BARS EACH - T.O. 2N0 FLOOR � I - --- FACE. MIN. OF (3) ---- - - FAC . 0r(WTt3------ --- --- -- , I (4) /7 BARS TO BE FULL HEIGHT. BE FULL HEIGHT. EACH FACE N 04 TIES �-- AT e' O.C. (MATCH HORIZONTAL PERMIT 12-22.2= 571 NO REINFORCING) (4) N S7.1 -1.. .. 10 7 EACH FACE (-GA1Et 10.12-Oe 3) LONGITUDINALL S2.1 ARS FULL WIDTH OF �i2 t 2) �CCI1FpC 77V PANEL. PROM STANDARD LOCATION T.U. SLAB _- 90 DEGREE_H_0-OK EACH ENO_._ __ _ _- --- --- - -- - I DRAWN BY' ARM 9 9 g 7 � 7-1 9 10 9 9 i0 52.1 @)H 9 S2.1 �H2 52.1 2 52.1 H2L` I'52 1 H452.1 H4 H4 52.1 H4 H4 H2 �� 2� PROJECT.' 20rW7 17 15 (2) LOCATIONS 14 12 5� �7 L'_1 20 22 �� Q E SOUTH ELEVATION - 8" THICK PANEL F PANEL ELEVATION - 12" MICK G PANEL ELEVATION - 12" THICK H PANEL ELEVATION 8" THICK 7 1 e -'1 -0 1 -1 -0 7 1 e -1 -0 7 1/8 -1 -0 REC IVEp E nFr ?2 2006 7. 2b >G Opus NorhNag ConatrucNon_OR 0 1 3 e owrw�ieeiurw.err�.r 'e+..•,.....+.w...r..•�e�.,• .. ,.. . 1 1 1,1111,,. • >< _ 4 s >co 1i>i lis 30X ll e.111 ,111Ju0 IIui�011111�, 111� + u 111iluqllilu " 11111hIQ NHIwliuiu _.....,.. ..._.......�_.,._-...,._.-..-....-..,.a...... -..,.:................._...,.. ._ -_a- .�..:. .. .. .... .�-+.r,.w...,...w.....,,....«...-..�+....w ,...a....w,w-.'sem,>-....w..,w.r+..w....�r+ ...,a.+«+.+.»�,........:.. ...•+rsue==".�""-r-Iw�IrIWr6^ti»N�° ` .,+wr.+w►ww�M ..--T�.a_.ree+mrt"..+.,,,�ro,rp_-i ,. .. �-y.:._ - -. - s ,.,+ - «..�,,,. _ - ..,.. ... .. .:p' .-.. ...., r ..-». ..:- _ .. .«.-.... ,... ....... - .. ...a. ..yx« ♦.�..._s+!M� +...lovas-=.-+.re•+r vr+.w0-+s:wa ,r i' t,