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LB2003_47 I 41 5„ FOR TYPICAL NOTES SEE AI A8.5F--•:' „ SEAM SEALER & FULLY ADHERED » SEAM SEALER & FULLY ADHERED 6 MEMBRANE FLASHING OVER GUTTER -7/ 6 0- 6 MEMBRANE TO MTL COPING & 1Y" PT PLYWOOD COPING NAILER ON 5" 4i" m 3" NAILER, LAP INTO GUTTER 2" MIN. CONT. ROOFING MEMDR E 3" - 11111111101ROOFING MEMBRANE. I PT BLOCKING. OVER EDGE NAILER & DN. ' „ FACE 2" MIN. COPING SUPPORT @ 3'-0"oc �`' �` 1" CLR FOR DEFLECTION _ - ROOFING MEMBRANE DN OVER 8" , . ®E a , STL COPING W/ J10 EXPANSION FASCIA & COUNTER FLASHING W ip IIII \/ I FOAM FILL AT WALL irlir♦♦♦�♦ / j1II____________ JOINTS NOT TO EXCEED 10-0"oc} TERMINATION BAR. „ ♦ , PANEL VOIDS. - 44 4i43 ! CONT. COPING CLOSURE ANGLE ♦ �♦ `�' �'+ COUNTER FLASHING AT FASCIA SEE OVER CONT. COUNTER FLASHING. CURTAIN WALL & SILL I • 1 , / ♦ ♦♦ ♦♦ !� ♦♦ ATTACH @ 1 -4 oc. FLASHING ATTACHED TO � .:. CONT COUNTER __- 1/A8.5. ♦♦ » TO STRUCT FLASHING & CLEAT .�.��_ TO STRUCT ♦ DECK SEE ROOF PLAN ' I i//" �""'�` DECK SEE ROOF PLAN CONT. COUNTER FLASHING W/ SILL SUPPORTRTAIN WALL r� --� ATTACHED TO MTL N N' PANEL WALL SYSTEM. IIIIIIIIIIIIIIIN CONT. ANGLE CLEAT @ BOTTOM - ALUM. PANEL ADHERED TO GYP. ____ ALUM. STOREFRONT SYSTEM W a - EDGE, ATTACH TO BOTTOM SIDE OF ( 1 vI BD. BACKER @COLUMN. (REFER i �`e--Lr�r�-'� - RECEPTOR HEAD. COORD INSTALL �' --` �.__� FASCIA @ 1'-4"oc. PROVIDE J10 TO SPEC. FINISH TO MATCH CONT. SHT MTL ANGLE GYP / %Ili- W/ COPING FLASHING REQ'T. j EXPANSION JOINTS NOT TO EXCEED ,/-'CONT. lOx8x3/6" BENT PLATE CURTAIN WALL SYSTEM. SHEATH'G SUPPORT. ATTACH m 14R 10-0 oc. - SUPPORT FOR CURTAIN WALLte_ - � . STRUCTURAL SHEATHING W/ 1" .. __ i�4 ----, SLOTTED HOLES. Ipromm SHTMTL GUTTER W NAILER TO 141"1[;PIIIIIIIIIh2X4x3-4 WOOD NAILER ABOVE \, SYSTEM, SEE STRUCTURAL �,' 1, ` 111 ROOFING FASCIA. / '.Will " \ MAINTAIN CLR. @ SEISMIC JT. SHT MTL WALL PANEL. f DECKING @ 2 0 oc ATTACH TO T I I I I �!� & G DECKING W/ 3" DECK SCREWS GALV ,6' SQL GU i ILR HANGER c 3 " TO SUPPORT EDGE DECKING. 3'-0"oc, ATTACH TO FASCIA W �, � ALUM. ELASTOMERIC SEISMIC JT. 5 „ i „ I STL TRACK DEFLECTION HEAD, / SET IN CONT SEALANT. ANCHOR /s X/ F REVEAL MOLDING ATTACH TO BOTTOM OF STL BEAM. (2) 3/8"x3" WOOD SCREWS, FINISH \ CONTINUOUS AROUND COLUMN © ��� DO NOT ATTACH TO STL STUDS OR _ W/ SHT MTL GUTTER MATERIAL. ALUM. STOREFRONT SYSTEM, W/ TO STL CURTAIN WALL SUPPORT ����T�Z' TOP TRACK. --� --::' RECEPTOR HEAD. COORD INSTALL EMBEDED MASONRY COUNTER a' BASE. (REFER TO SPEC.) j�i��.������� 3" DIA. DOWN SPOUT @ EA. END W COPING FLASHING REQ'T. FLASHING. OVER UPTURNED SILL i � - �\ ANGLE & TOP OF MASONRY WALL ATTACH INTERIOR & EXTERIOR / FLASHING. NOT @SIM. • \\ \\ \� y�\\\�\\ \\ PER MFG. / SHEATH'G TO WALL STUDS ONLY. 301F‘ GUT. TN R, SEE ROOF PLAN FOR ROOFING ASSEMBLY, SEE ROOF 1 [ __� GYP BD W J MTL. TRIM, LOCATIONS. S. I / PLAN FOR CONST. / _ _ PARALLEL THE SLOPE OF STL. ,- I _ WOOD NAILER EXTEND BEYOND STL. `� CONT. S .L FLASHING @ HORIZ. 13 COLiV \ BAS=_ 9 RAS - @ CL- T_STORY STRUCT. BM. CjTT_ CL- ESTORY1 COI \ C7 I CL_ LI ' TORY JOISTS. " SEISMIC J TURN UP © VERT. A8.5 SCALE: 6"= 1'-0» A8.5 SCALE: 3"=1'-0" (5_) 8SCALE: 3"=1'-0" A8.5 SCALE: 3"=1'-0" WALL 1" MI I , r' ��� I _ STL WALL PANEL SYSTEM. ALUM STOREFRONT SYSTEM IN SILL GYB BD WALL FINISH, W/ J-MTL FOAM FILLER @ WALL PANEL VOID TRIM @WINDOW SYSTEM. 1 ii RECEIVER. Fir - 4 MASONRY REGLET W/ COUNTER J �i� I .. -_-_ SPACES. - FLASHING. :. FIBERGLASS BATT INSLUATION. `� ,,,� CONT. SILL FLASHING AT BASE OF :1// GYP. BD WALL AND SILL. 1 . N 1Ar� MTL WALL PANEL. EXTERIOR STRUCTURAL SHEATHING, i / , A TOM - \(ARIES I -- SEE STRUCTURAL. *� TO COUNTER FLASHING � r-v•.� .� TO FRAMING VARIES i / 0 4--.0 SEE ELEVATIONS • 28'-9" SEE WALL SECTIONS GYB BD WALL FINISH. BRICK VENEER WALL SCREEN /_ , IIII) CONT. STUCCO REGLET 8c FLASHING. ; - HEAVY GAGE STL TOP TRACK, EXTERIOR MTh. WALL PANELS OVER II BEYOND, NOT @ SIM. HT. MTL TRIM W/ CONT. BACK R I DESIGN FOR WIND LOAD, FROM BUILDING WRAP. CLIP ADHEARED TO TOP OF STOREFRONT @NORTH, ATTACH W/ \ MASONRY VENEER. I SHEAR WALL SHEATHING SEE HEAVY ANGLE CLIP © BLDG. REGLET & COUNTER FLASHING 41x4 PT NAILER ATTACH TO TOP OF .. STRUCTURAL FOR REQ TS. COLUMN. PROVIDE KICKERS @ SIM. BELOW. CONT. MASONRY REGLET IN BRICK CMU„W/ its"x3" MASONRY SCRES I I VENEER @ 14-3 AFF., NOT @SIM. // \ 1'-4" oc .063 ALUM. PANEL ADHERED TO GWB. 1 , EXTEND ROOFING MEMBRANE UP , EXTEND ROOFING MEMBRANE UP TRANSITION TO STUCCO REGLET / i I WALL, TO TERMINATION BAR. / BAR. ALUM. STOREFRONT GLAZING BELOW SEISMIC JOINT. `CONT. BEVELED CEDAR SIDING. I �. :: ....:: �_ } :: WALL, TO TERMINATION `^1 `:, SYSTEM. _ L / / 44 '\ PANEL JOINT - BUTT JOINTED APPLIED STUCCO REGLET W/ _ \COUNTER FLASH. co GWB FINISH - W/ TAPED JOINTS I ROOFING ASSEMBLY SEE ROOF.} ` ///////// / PLANS FOR TYPE. ? BUILT-UP STL STUD SECTION, (2) th ROOFING MEMBRANE ONTI TO __.._ :. E E C UOUSI STEEL COLUMN - SEE STRUCT. DWGS. , 6" STL STUDS W/ CONT. TRACK • \cZ D - - - - - - = Z = TOP & BOTTOM. ATTACH TO WOOD \TOP OF CMU WALL, W/ +I - TERMINATION BAR. STL STUD FRAMING AS REQ'D FOR DECK. NOTE FASTNERS NOT TO 2r--) �` --�--� 1 - / _ CORNER BEAD © GYP. EDGE, TYP. PENITRATE WOOD DECK. DESIGN . BACKING t c� • TO CARRY WALL & WINDOW •' --_- / PROOF ASSEMBLY, •HEIGHT VARIE " • SEE ROOF PLAN A23. GRAVITY LOAD BTWN JOISTS.• i ..f i / N\/___, / / / ./ \STRUCTURAL DECK , PANEL JOINT - BUTT JOINTED I .: ♦ ♦ FINISH WD. NAILER TO MATCH WD. . .. DECK TYP. ♦ ♦ ♦♦ ROOF ASSEMBLY /�----� /////% / CMU WALL SEE PLAN FOR SOFFIT ABOVE • • -BRICK VENEER. 1c)LOCATION. :.� _ ♦� ♦ • ♦ -- � � SEALANT 8c BACKER ROD. MTL WALL PANEL CORNER TRIM • te\ � �\ �� \\,, \\ v` \ / , i EXTEND BEHIND GLAZING SYSTEM 2" _ Si / � - 1 ( I I I I I RECEMIN ®ER.JAMBS. SHINGLE OVER SILL 18 0 R I Z. _ S V C J T. © C J R TA \ WALL 1' 1'-6" 8 .0637 ALUM. PANEL ALL FOUR SIDES, A8.5 SCALE: 3 -1 -0 2 PIECES DOWNSPOUT WHERE OCCURES, SEE EXPOSED WD. DECK TYP. ROOF PLAN. 411 7 / , \ /, LINE OF MTL COPING ABOVE. _ \, -�� •' S„ ,`, GASKET@ BRICK CAVITY SEAL, 14 ALV . COR \ =R D _A\ D -TA L 10 BAS'- _FLAS - \ G © C _ R _STORY 6 BASE FLAS - I \ G © CLE =STOY 2 WALL DA \ __1 © STOR -FO\ T \ ALIGN W/ EXTERIOR FACE OF A8.5 SCALE: 1 1/2" = 1'-0" A8.5 SCALE: 3"=1'-0" A8.5 SCALE: 3"=1'-0" A8.5 SCALE: 3"=1'-0" \ "-- "' 0, SEISMIC JOINT. CONT. FOUNDATION EXPOSED SHT MTL SCREWS WI \\ ,, _,---"- iii TO TOP OF WALL. � NEOPRENE WASHERS @ 1'-4" OC. \ m z INSTALL IN OVERSIZE HOLES TO .i</3// BRICK VENEER WALL SYSTEM. ALUM. CURTAIN WALL SYSTEM �i o ALLOW FOR MOVEMENT. // if SHT MTL COPING W/ STIFFENER SUSPENDED CEILING BY FUTURE \\ ALUM. ELASTOMERIC SEISMIC JOINT. o „ , -1 TENANT, NIC. �' . SET IN CONT. SEALANT. ANCHOR TO BRACKETS @ 3'-0 OR AS REQ D. / ALUM. COPING, W/ CONT. 4 2i 4 PROVIDE SMACN? J5 EXPANSION � \ --'' ALUM. CURTAIN WALL SYSTEM & CONTINUOUS L5X5 SHELF ANGLE ROOFING MEMBRANE OVER TOP OF �.� ��� '. � CONT. STL. ANGLE. '� j / 'f JOINTS @ 10'-0"0C. //// WELDED TO STUD FRAME. FINISH PARAPET & DN FACE TO �''"-� �,�� LIQUID APPLIED WATERPROOFING. CONT. 4x6 STL. ANGLE, WELD TO 117111 r TO MATCH MTL. PANEL WHERE OVERLAP CMU. �,0� TOP PLATE TAB. 110, j EXPOSED TYP. CONT. ALUM. CLEAT ATTACHED @ All / J' 1'-4"oc TO WOOD COPING NAILER. \ Cf r BOTTOM OF BRICK it- / F PSE SEE II IN Ino. w..; 0 z //-- i N BUILT UP STUD HEADER SHOWN s ��; I b a z 11.1,- //' - BEYOND FOR REFERENCE. •ice `� o TO VENEER oN (2) PEKE ALUM. BREAK SHAPE I Q `' SEE SECTIONS ------ SEISMIC COVER. ATTACH TO ALUM. DIM I COLUMN WHERE OCCURS. (REFER SUPPORT ANGLE & VERT. MULLION '11POINT -,�_ _ TO 14/A8.5) % �`' i"" "" " W COUNTER SUNK MACHINE i SHEET METAL WALL PANEL, W/ ___ i' \ / MFG. STANDARD TRIM ON ALL ,_ __, / ' ' i FORMED ALUM. PANEL FASCIA \" _ -- SCREWS. ---I- I AND SOFFIT W/ FINISH TO MATCH NI TRIMED EDGES. I I , i L__ CURTAIN WALL SYSTEM. PRODE / // 1 �" PT PLYWOOD COPING NAILER, -71 37 -n 1xl ALUM. ANGLE ATTACH W/ BLOCKING AS REQ. / I - ON BEVEL SIDING. c> EPDXY ANCHORS @ 2'-O" OC TO CONT. ANGLE SUPPORT, T-SHAPE7/ o BRICK VENEER. i SUPPORT WELDED TO PIPE VERT. L T - BOTTOM OF MTL. PANEL BRICK VENEER. SEE B/A8.2 FOR BOLT CONT. COPING SUPPORT - -- __L r- T- �- ��� 4 +9 -5 cc\ COURSINGG - I I ANGLE TO EA. VERT. SUPPORT. %"X)" 'F' REVEAL MOLDING 3f6"x3" MASONRY SCREWS @ 1'-4" O \ZI-ri _STL-PIPE COLUMN WHERE OCCURES. STL. END PLATE, CONT WELD TO , j 2'-2 2 CONTINUOUS AROUND COLUMN. oc STAGGERED. 3'• -� SEE PLAN FOR LOCATION. I TOP OF PIPE VERT. FOR WATER r (REFER TO SPEC.) EXPOSED SHT MTL SCREWS W/ 2 I I 1 TIGHT CONST. - ALUM. PANEL ADHERED TO GYP. NEOPRENE WASHERS @ 1'-4" OC. \ _-------- - VERT. PIPE SCREEN SUPPORT, SEE BD. BACKER @ COLUMN. (REFER INSTALL IN OVERSIZE HOLES TO _ - __ _ \ / _ - ,� PLAN FOR LOCATIONS. TO SPEC.) FINISH TO MATCH ALLOW FOR MOVEMENT. 1 /ERT. S_ SU C JT. VVA�I� 15 S __T _TAS V C SCR - \ CURTAIN WALL SYSTEM. A8.5 SCALE: 3"=1'-0" AB..) SCALE: 3"=1'-0" BRICK VENEER OVER 8" NOM. 7 METAL 3 A\ IL - "AD © COL, V \ 3 S - lET METAS C0D \ C © CML WALL NOTE: SEE 20/A8.8 FOR BRICK CMU STRUCT. WALL SEE PLANS FORCMU BEARING WALL W/ BATT COURSING LOCATION. (f-\76.'1\-- __) . ' 1 1 /// INSUL., VAPOR BARRIER. A8.5 SCALE: 3"- = 1'-0" A8.5 SCALE: 3"=1'-0" GASKET @ BRICCC CAVITY SEAL, PROVIDE BUILT-UP STUD , ti�` ALIGN W/ EXTER`OR FACE OF i j, HEADER, SHEATHING, AND BLDG �,i: VA/ ` • reM SEISMIC JOINT. �ONT. FOUNDATION 4 q - i� AWRAP SHOWNCURTAIN WALL HEAD *�9 44 THRU WALL MASONRY FLASHING. ♦�a� _ . TO TOP OF WALL. .. MASONRY WALL SEE PLANS FOR ` �i n ��( WD. ROOF DECK FINISHED AS - :-' / ' BRICK VENEER WA L. 1 � ♦ �� ����� " LOCATIONS. PAINT WALL ABOVE % i I� ♦i� CAVITY GUARD: PROVIDE /, �_,/ �f:' % / �,/ , , /i/i ; / /i/ ,i SCHEDULED. { 14-3 j SOLID BRICK UNIT, IELD CUT TO ) i/ / CAVITY GUARD WEEPS AT HEAD7 / I ; f ' . 7' MASONRY REGLET REGLET TO COPING. RELIEVE SEISMIC JT. LAY OUT JOINT ABOVE RELIEVING ANGLE ` f ( ( 7( WD. BLOCKING SHOWN BEYOND �/� ` �/ ANCHORS TO AVOID COURSE W / I I I FINISHED TO MATCH WD. CEILING. 15-4 �3 / , \ @36 O.C. :. . . �, \� HEAD JT ADJACENT 0 SEISMIC JT. 5X5 SHELF ANGLE WELDED TO / • 14'-0" MASONRY REGLET �- _ �, ♦�♦ C--�-- -- STUDS WITH KERFED BRICK & e / HEAD JT. @ ADJ. "IC COURSE. � `� MASONRY CURB FLEXIBLE FLASHING FROM BLDG WD. BLOCKING FINISHED TO Z ' LINE OF AL RTAIN WALL o %�� �'- :-- _- - WRAP ABOVE TO LIP OF ANGLE I I MATCH WD. CEILING. cf\ . -- MASONRY REGLET INSTALLED IN + ,/‘%`/.7.„ ABOVE. �a % 4l _ / O / co BRICK VENEER WALL W/ COUNT ii STL. PLATE CUT TO FIT r - -' � .-� 7-7,7 % i FLASHING. z MASONRY REGLET INSTALLED IN - / / , ; / //-` 7 SQUINT CK @ CORNER , TYP. I -( -METAL PANEL FASTENED TO AROUND STL. BEAM IN 2 PIECES �`�`--- - d a STRUCTURAL CMU WALL W/ COUNT '/ ' `, ' Z-CLIPS ANCHORED TO STUD „ �/� / 1 xl A U ANGLE ATTACH W AS SHOWN. RECESS PLATE Y2 0o FLASHING. / �� i / a FRAMING; PROVIDE CONT. CLIP FROM FACE OF BRICK. PROVIDE ROOF MEMBRANE UP WALL TO / EPDX ANCHORS @ 2'-0" `OC TO I q 4 AT BOTTOM AND WEEP HOLE BRIC ENEER. AT BOTTOM OUTSIDE OF CONTINUOUS Y" AESS. WELD TO Qa l TERMINATION BAR. /, ° . / / FACE OF VENDER / '/ / / BEAM. FINISH TO MATCH STL. / \ X 45A"/��/���/ ///////////// SEALANT JOINT; ROOF MEMBRANE UP WALL TO SEE PLANS PROVIDE d BEAM, TYP. (STEEL BEAM SIZE • • v! z SEALNT AND BACKER AT ALL -�- �• I PIPE COLUMN WHERE JOINTS - VARIES. REFER TO STRUCT.) �'^/`j / / a- ��\ ♦♦ �♦ ROOF ASSEMBLY SEE ROOF PLANS j ` TERMINATION BAR. \ .7,a1 OCCURES. TS. COLUMN W/ STL. PLATE �j 8 4 FOR TYPE. 1 a SUPPORT - SEE STRUCT. CZ' ' /=s, �� ALUM. TOMERIC SEISMIC JT. �? CONTINUOUS SEALANT AROUND �� VARIES x'• ROOF ASSEMBLY SEE ROOF PLANS LINE OF ROOF SET IN Ca SEALANT. ANCHOR TO i j'� � --- r`-"� � ( = TO MULLION , F , , ( STL. PLATE TO MATCH BRICK © TOP OF STRUCTURAL DECK / FOR TYPE. COPING ABOVE. :-K., J , , ---,7_ 7.-�>I7- Ni ,, ALUM. CUR , WALL SYSTEM & �� T ` MORTER TYP. / / LEVEL MASONRY CURB @SCREEN // OLID BRICK UNIT. 7 a WALL FOR BRICK VENEER SUPPORT. / / , v4, ,( , ral ` \ - GLAZED ALUMINUM CURTAIN BRICK COURSING VARIES, REFER / / 2 CONT 4 BARS W EPDXY / © 4 (2) PIECE ALUM. BREAK SHAPE , WALL W/ 3" CAP AND TO INTERIOR ELEV. , j;; J�_ J-ANCHOR#BARS @ 4/0"oc TO ' 1 ALUM. CURTAIN SEISMIC COVER. ATTACH TO ALUM. 'J - T-ANCHOR FASTENED TO MASONRY WALL. 4 Pi WALL SYSTEM. SUPPORT ANGLE, & VERT. MULLION L BUILT-UP STUD HEADER 4i" 4 " W/ COUNTER SUNK MACHINE ` , / -STL SUPPORT BEAM WHERE 3" \ V GWB. CEILING FINISH - SEE 101 OCCUES, SEE STRUCTURAL. M �, r SCREWS. RCP / / '11 20 V"RT� S- SVC JT. © A\ GL= WALL 16 ST:CT O\ AT CV , CJRTAI \ WALL - -AD =SCJTC - =0\ .DLAT- @ B =AV WALL8VASO\ R _ _R_ _ BR C �C _ 4 V �l u Lii A8.5 SCALE: 3"=1'-0" A8.5 SCALE: 3" = 1'-0" A8.5 SCALE: 3" = 1'-0" A8.5 SCALE: 3"=1'-0" A8.5 SCALE: 3"=1'-0" I CO Revisions Date 25 November 20038 Title 1 CLERISTORY DETAIL RA59 12.29.03 SEISMIC/ROOF c SRG PARTNERSHIP INC6 • rol <atD /1/?() N° QG 2216 DETAILS Tigard �, Consultant Project No JON R. SCHLEUNING xxxx N R ARCHITECTURE PLANNING INTERIORS Construction Documents i ,-.3 ��by Drawing Na E 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 P BOB PORTLAND, OREGON z Tigard,Oregon �, O Checked by ELI o, T:503.222.1917 F: 503.294.0272 www.srgpartnership.comIII �7 TCE A8 . 5 1OF ._ 6% 2