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LB2003_48 I 0 5„ � FOR TYPICAL NOTES SEE 1 SEAM SEALER & FULLY ADHERED SEAM SEALER & FULLY ADHERED Q1/4.8.5i6" MEMBRANE FLASHING OVER GUTTER 6" 6" MEMBRANE TO MTL COPING & „ �-1%" PT PLYWOOD COPING NAILER ON 5" 4i" m 3" NAILER, LAP INTO GUTTER 2" MIN. CONT. ROOFING MEMBR.'E 3" m 5" ROOFING MEMBRANE. PT BLOCKING. OVER EDGE NAILER & DN. „ -- I ,� 3 COPING SUPPORT @ 3-0 oc I nowli AT 1" GLR FOR DEFLECTION ROOFING MEMBRANE DN OVER FACE 2 MIN. �„__ _ . - STL COPING W/ J1O EXPANSION FASCIA & COUNTER FLASHING, W `1 JOINTS NOT TO EXCEED 10'-0"oc. f ♦ I ♦♦♦♦♦♦�►♦♦ / / FOAM FILL AT WALL N TERMINATION BAR. A v CONT. COPING CLOSURE ANGLE ♦ ♦♦�♦ N PANEL VOIDS. .� ��♦� ♦♦ ♦ a �� OVERCONTCOUNTERFLASHING.• ♦ ����j' ♦♦♦ !� t Ct+i�♦♦♦♦. COUNTER FLASHING AT FASCIA SEE ♦ IpaiL , CURTAIN WALL & SILL I -N4- 416.411.406,616"♦�♦♦♦♦♦ f Z FLASHING ATTACHED TO �''. ♦♦♦ ATTACH @ 1 -4 oc. CONT COUNTER1/A8.5. ♦ !../ TO STRUCT , FLASHING & CLEAT -.. _ TO STRUCT , - 4atkDECK SEE ROOF PLAN ' CONT STL CURTAIN WALL = ATTACHED TO MTL N DECK SEE ROOF PLAN �I 4 SILL SUPPORT. �� �...� "" CONT. COUNTER FLASHING W/ N" PANEL WALL SYSTEM. r cv CONT. ANGLE CLEAT @ BOTTOM I - ALUM. PANEL ADHERED TO GYP. ALUM. STOREFRONT SYSTEM W/ a EDGE, ATTACH TO BOTTOM SIDE OF �` I BD. BACKER @COLUMN. (REFER " t= -yam - RECEPTOR HEAD. COORD INSTALL ' """"'` FASCIA @ 1'-4"oc. PROVIDE J10 c Nc- CONT. SHT MTL ANGLE GYP _„,-.1.0c �'�'-L��j I ( TO SPEC.) FINISH TO MATCH W/ COPING FLASHING REQ'T. ; EXPANSION JOINTS NOT TO EXCEED -,,,---CONT. 1Ox8x3/" BENT PLATE CURTAIN WALL SYSTEM. 1 1 SHEATH'G SUPPORT. ATTACH +___ SUPPORT FOR CURTAIN WALL ' STRUCTURAL SHEATHING W/ 1" libr-i � ____ __ ir'.1 I,� \ \ SYSTEM, SEE STRUCTURAL. SLOTTED HOLES. 'r' 'r- SHT MTL GUTTER W/ NAILER TO 2X4x3'-4" WOOD NAILER ABOVE tilwimmROOFING FASCIA. "v .,ri _ DECKING @ 2-0 oc ATTACH TO T MAINTAIN CLRIIII . @ SEISMIC JT. SHT MTL WALL PANEL. `- " \ t,n GALV. 3�s STL GUTTER HANGER @ I & G DECKING W/ 3 DECK SCREWS �� I I I II „ 3n TO SUPPORT EDGE DECKING. I STL TRACK DEFLECTION HEAD, ALUM. ELASTOMERIC SEISMIC JT. 3 -0 oc, ATTACH TO FASCIA W/ "� 4. \ SET IN CONT SEALANT. ANCHOR 5/"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 -�'•'r�T��� RECEPTOR HEAD. COORD INSTALL FLASHIEMBEDNG. D MASONRY COUNTER 'S 'Y - -- - ANGLE & TOP OF MASONRY WALL BASE. (REFER TO SPEC.) _h. ��ZWie!o�i��\��t 4 ATTACHOA INTERIOR & EXTERIOR '�� 3" DIA. DOWN SPOUT @ EA. END W/ COPING FLASHING REQ'T. FLASHING. OVER UPTURNED SILL � \ ,s \ \\ \\ ��\ \\ \\ \VA PER MFG. �� FLASHING. NOT @SIM. «.': '� i SHEATH'G TO WALL STUDS ONLY. OF GUTTER, SEE ROOF PLAN FOR co LOCATIONS. ROOFING ASSEMBLY, SEE ROOF • \ 1 ` GYP BD W/ J MTL. TRIM, PLAN FOR CONST. I I - _ _ PARALLEL THE SLOPE OF STL. _ _ WOOD NAILER EXTEND BEYOND STL. CONT. S L FLASHING Cal HORIZ. A83.5 COI—, V \ BAS - 9 FA\ < =- @ CL.-R -STORY STRUCT. BM. 5 G , TT-R © CL-RESTORY 0A8.5 COD \ G •► CE— I" STORY JOISTS. `" SEISMIC J TURN UP @ VERT. SCALE: 6"= 1'-0" A8.5 SCALE: 3"=1'-O" A8.5 SCALE: 3"=1'-0" SCALE: 3"=1'-0" - WALL 1" MI's I iii.i -�1 STL WALL PANEL SYSTEM. -ALUM STOREFRONT SYSTEM IN SILL GYB BD WALL FINISH, W/ J-MTL \ I 1 / I TRIM @WINDOW SYSTEM. dik i. '�' \ : FOAM FILLER @WALL PANEL VOID RECEIVER. 4 MASONRY REGLET W/ COUNTER '� � il, _ � �I� .�: ..:.�------ _ SPACES. w a�- FLASHING. �.. FIBERGLASS BATT INSLUATION. J `I CONT. SILL FLASHING AT BASE OF / 1 GYP. BD WALL AND SILL. • \' N I MTL WALL PANEL. EXTERIOR STRUCTURAL SHEATHING, tui TOM — VARIES III rTO COUNTER FLASHING TO FRAMING VARIES SEE STRUCTURAL. i SEE ELEVATIONS :•;�•e•- • 28'-9" i` SEE WALL SECTIONS GYB BD WALL FINISH. BRICK VENEER WALL SCREEN ._,.. ,0t CONT. STUCCO REGLET & FLASHING. HEAVY GAGE STL TOP TRACK, EXTERIOR MTL. WALL PANELS OVER 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 \\ 1x4 PT NAILER ATTACH TO TOP OF STRUCTURAL FOR REQ TS. COLUMN. PROVIDE KICKERS @ SIM. BELOW. CONT. MASONRY REGLET IN BRICK CMU W/ 3f6"x3" MASONRY SCREWS I VENEER @ 14'-3" AFF., NOT @SIM. 1'-4" oc I I .063 ALUM. PANEL ADHERED TO GWB. I EXTEND ROOFING MEMBRANE UP . 1 EXTEND ROOFING MEMBRANE UP • TRANSITION TO STUCCO REGLET WALL, TO TERMINATION BAR. WALL, TO TERMINATION BAR. Air., ALUM. STOREFRONT GLAZING BELOW SEISMIC JOINT. CONT. BEVELED CEDAR SIDING. I_ . SYSTEM. / '.\ PANEL JOINT - BUTT JOINTED a APPLIED STUCCO REGLET W/ _ I' \COUNTER FLASH. co t • r GWB FINISH - W/ TAPED JOINTS I ROOFING ASSEMBLY SEE ROOF • `� /\ / \ \ \/ • PLANS FOR TYPE. z BUILT-UP STL STUD SECTION, (2) PROOFING MEMBRANE CONTIUOUSI TO -. STEEL COLUMN - SEE STRUCT. DWGS. .. i 6 STL STUDS W/ CONT. TRACK AR l - -- / / / TOP OF CMU WALL, W/ - - - - -- --- TOP & BOTTOM. ATTACH TO WOOD \\ TERMINATION BAR. STL. STUD FRAMING AS REQ'D FOR I DECK. NOTE FASTNERS NOT TO ►n 3e —/ / - — �A�1411 - \ CORNER BEAD © GYP. EDGE, TYP. : • PENITRATE WOOD DECK. DESIGN 1 �, i TO CARRY WALL & WINDOW s. ROOF ASSEMBLY HEIGHT VARIESr �, '' � SEE ROOF PLAN A2.3. GRAVITY LOAD BTWN JOISTS. \\ STRUCTURAL DECK "� r PANEL JOINT - BUTT JOINTED FINISH WD. NAILER TO MATCH WD. DECK TYP. ♦�► _ ROOF ASSEMBLY ,� \ \/// CMU WALL SEE PLAN FOR -' r- SOFFIT ABOVE110 0 .0. •• < 1 SEALANT & BACKER ROD. /- -7-77 BRICK VENEER. #.: r"''''—'1 �\ MTL WALL PANEL CORNER TRIM, „ � �� I �i EXTEND BEHIND GLAZING SYSTEM 2” Li MIN @ JAMBS. SHINGLE OVER SILL 18 OR Z. S _ SV C uT. © C , TA \ WAL _ 1'-6" 8" .0637 ALUM. PANEL ALL FOUR SIDES, I I RECEIVER. 41, DOWNSPOUT WHERE OCCURS A8.5 SCALE: 3 =1'-0 2 PIECES ES EE CD 7 EXPOSED WD. DECK TYP. ROOF PLAN. i , L_______Ir___I LINE OF MTL COPING ABOVE. - � ` AL�J CORV-R DLA\ D =TAIL BASE FLAS — I \ G @ CLERESTORY = ELAS — \ G © Cl_EESTOY WALL DA\ -E STOR -TIO\ T 5 ' GASKET @BRICK CAVITY SEAL, 4 10 CBAS = 2`\ �/ ALIGN W/ EXTERIOR FACE OF A8.5 SCALE: 1 1/2" = 1'-0" A8.5 SCALE: 3"=1'-0" SCALE: 3"=1'-0" A8.5 SCALE: 3"=1'-0" \ "-' SEISMIC JOINT. CONT. FOUNDATION \ _ - ' W - EXPOSED SHT MTL SCREWS W/ TO TOP OF WALL. -,4- \ NEOPRENE WASHERS @ 1'-4" OC. \ m F- %/ // BRICK VENEER WALL SYSTEM. INSTALL IN OVERSIZE HOLES TO \\ ALUM. CURTAIN WALL SYSTEM n l E. ALLOW FOR MOVE MENT. / / \ . SHT MTL COPING W STIFFENER SUSPENDED CEILING BY FUTURE \ i . ALUM. ELASTOMERIC SEISMIC JOINT. BRACKETS @ 3'-7" OR AS REQ'D. TENANT, NIC. t SET IN CONT. SEALANT. ANCHOR TO 2 » \ ALUM. COPING, Wf CONT. \ �- 01 ALUM. CURTAIN WALL SYSTEM & 4 PROVIDE SMACN, J5 EXPANSION / CONTINUOUS L5X5 SHELF ANGLE ROOFING MEMBRANE OVER TOP OF . CONT. STL. ANGLE. '� '� JOINTS @ 10'-0 OC. // �\ WELDED TO STUD FRAME. FINISH PARAPET & DN FACE TO ---'�� ��� i TOMATCH �,�� LIQUID APPLIED WATERPROOFING. CONT. 4x6 STL. ANGLE, WELD TO MTL. PANEL WHERE OVERLAP CMU. ,�� TOP PLATE TAB. ✓ \ EXPOSED TYP. CONT. ALUM. CLEAT ATTACHED C? \ 1'=4"oc TO WOOD COPING NAILER. E '' I T \ N , , // // // ,- 6, BOTTOM OF BRICK E \ �C� pF��� pLp,N MN now 1 r I i r---1 ;----#:._ :-,,, +10_0 1�2., z �` ---,/....- /„� r :-.-,.0-- it BUILT UP STUD HEADER SHOWN � is BEYOND FOR REFERENCE. w �'f o o TO VENEER Ank (2) PEKE ALUM. BREAK SHAPE I � --\ COLUMN WHERE OCCURS. (REFER �� /� ¢ e) ” SEE SECTIONS L E E CU S EFE ,,- SEISMIC COVER. ATTACH TO ALUM. DIM I I ( / / • -'� SUPPORT ANGLE & VERT. MULLION 1 / ri POINT -�!_ i TO 14/A8.5) / -�'''��' W/ COUNTER SUNK MACHINE I i SHEET METAL WALL PANEL, W/ ---� t- -� �i N FORMED ALUM. PANEL FASCIA /i /—T,/ \ �N- \ SCREWS. 9- 9, ,l MFG. STANDARD TRIM ON ALL ;n it _� AND SOFFIT W/ FINISH TO MATCH , _ -r+ 1x1 ALUM. ANGLE ATTACH W/ ' TRIMED EDGES. II 1 Ys" PT PLYWOOD COPING NAILER, \ ` ��;� ` L__�, CURTAIN WALL SYSTEM. PROVIDE ON BEVEL SIDING. / / �� EPDXY ANCHORS @ 2'-0" OC TO CONT. ANGLE SUPPORT, T-SHAPE I BLOCKING AS REQ. / BRICK VENEER. SUPPORT WELDED TO PIPE VERT. _ L �- T BOTTOM OF MTL. PANEL � BOLT CONT. COPING SUPPORT � �. � T 7 �� � 8+0972? BRICK VENEER. SEB/A8.2 FOR I 5 „ „ , , „ „ 7. cT+ COURSING - i ANGLE TO EA. VERT. SUPPORT. , , / X F REVEAL MOLDING i6 x3 MASONRY SCREWS @ 1 -4 ' ' 2'-2" 2" CONTINUOUS AROUND COLUMN. oc STAGGERED. �, 1 SS L-PIPE COLUMN WHERE OCCURES. STL. END PLATE, CONT WELD TO d , (REFER TO 7 �" SEE PLAN FOR LOCATION. TOP OF PIPE VERT. FOR WATER T - SPEC.) EXPOSED SHT MTL SCREWS W/ 2 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. � ALLOW FOR MOVEMENT. C9y-----RT._ SI SV C JT. WALL 15 S E_T VITAL � _C SCII\ CURTAIN WALL SYSTEM. ALE: 3"=1'-0" A8.5 SCALE: 3"=1'-0" DRICK VENEER OVER 8" NOM. 7 vETAL A\//:\ ILAdiorr-- ----A9 © COL \ 3 S — "TV1 =TAL COPI \ G © C U , WALL NOTE: SEE 20/A8.8 FOR BRICK CMU STRUCT. WALL SEE PLANS FOR ,_ ;� CMU BEARING WALL W/ BATT A8.5 SCALE: 3'� = 1'-0" A8.5 SCALE: 3"-1'-0" COURSING LOCATION. A. �' INSUL., VAPOR BARRIER. GASKET © BRIG CAVITY SEAL, PROVIDE BUILT-UP STUD `, HEADER, SHEATHING, AND BLDG ALIGN W/ EXTE IOR FACE OF ;.: ` yr, SEISMIC JOINT. CONT. FOUNDATION WRAP @CURTAIN WALL HEAD THRU WALL MASONRY FLASHING. ' TO TOP OF WALL. ri AAS SHOWN. , ''' MASONRY WALL, SEE PLANS FOR �♦ n !��� WD. ROOF DECK FINISHED ASBRICK VENEER WA L. ♦♦ , ♦ ♦ ,����,���i� 14'-3" \ LOCATIONS. PAINT WALL ABOVE ° SCHEDULED. 3 f t: �c i �i : ���� r�' ��' %i% MASONRY REGLET REGLET TO COPING. SOLID BRICK UNIT, IELD CUT TO I _ • CAVITY GUARD: PROVIDE i %� �� 1" f'' „� •� � � � _ / CAVITY GUARD WEEPS AT HEAD I / WD. BLOCKING SHOWN BEYOND \\ „ RELIEVE SEISMIC JT.\ LAY OUT JOINT ABOVE RELIEVING ANGLE 7( \ _ ANCHORS TO AVOID COURSE W/ Q @ 36 O.C. � � � � � FINISHED TO MATCH WD. CEILING. 15 4 % \ a \ -: MASONRY REGLET e \\ 111107/ HEAD JT ADJACENT 0 SEISMIC JT. _ 5X5 SHELF ANGLE WELDED TO ////L-B0"Q6 w I Q �1 /` STUDS WITH KERFED BRICK & • z MASONRY `► HEAD JT. @ ADJ. IC COURSE. FLEXIBLE FLASHING FROM BLDG WD. BLOCKING FINISHED TO `,* ' LINE OF AL RTAIN WALL ° /� � /A, WRAP ABOVE TO LIP OF ANGLE I MATCH WD. CEILING. c:--- � MASONRY REGLET INSTALLED IN '� ��V __Z\ ,./ ABOVE. as O� 4 co BRICK VENEER WALL W/ COUNT Y4" STL. PLATE CUT TO FIT //7- _ - - - i /-�/ j__ZI-�� FLASHING. Z MASONRY REGLET INSTALLED IN / 7% , , \ // / /7-, SQUINT : CK @ CORNE S, TYP. I METAL PANEL FASTENED TO AROUND STL. BEAM IN 2 PIECES -- . a STRUCTURAL CMU WALL W COUNT Z-CLIPS ANCHORED TO STUD AS SHOWN. RECESS PLATE Y2" + FLASHING. 1+ IA \ 1x1 A U ANGLE ATTACH` W/ FRAMING; PROVIDE CONT. CLIP \ FROM FACE OF BRICK. PROVIDE ROOF MEMBRANE UP WALL TO `� 1 / `` EPDX ANCHORS @ 2'-0" OC TO I a ° AT BOTTOM AND WEEP HOLE '� \ T\ CONTINUOUS AESS. WELD TO TERMINATION BAR. \ /, Af> ,- BRIG, ENEER. AT BOTTOM OUTSIDE OF \ BEAM. FINISH TO MATCH STL. / 4‹ 1 ` ` / FACE OF VEN SER /////////////////////// � / - SEALANT JOINT; PROVIDE \ BEAM TYP. STEEL BEAM SIZE / ROOF MEMBRANE UP WALL TO SEE PLANS C a ♦ ♦♦ �, z SEALNT AND BACKER AT ALL VARIES. REFER TO STRUCT. /E-7--/./-' -- •♦ ♦♦� ♦♦4 TERMINATION BAR. PIPE COLUMN WHERE JOINTS _ ) .: /_�____�� ROOF ASSEMBLY SEE ROOF PLANS �\ OCCURES. i TS. COLUMN W STL. PLATE �j \ � ♦ FOR TYPE. // / w r h � SUPPORT - SEE STRUCT. � � \ � ��I � �� �� �,r, f ALUM. TOMERIC SEISMIC J . i �� CONTINUOUS SEALANT AROUND / <L VARIES \ X ROOF ASSEMBLY SEE ROOF PLANS LINE OF ROOF SET IN Cz SEALANT. ANCHOR TO ( _ . �, ___ I STL. PLATE TO MATCH BRICK \ FOR TYPE. TOP OF STRUCTURAL DECK COPING ABOVE. .'• -tip ALUM. CUR' WALL SYSTEM & '"�'�� �I ' �'�� ��� •-� TO MULLION MORTER TYP. / LEVEL MASONRY CURB @SCREEN /7 // • •"„I�������°041, FOR OLID BRICK UNIT. / 4 WALL FOR BRICK VENEER SUPPORT. 4 \ _. � 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.i \ �; J—ANCHOR BARS @ 4,_0"oc TO ' ALUM. CURTAINS SEISMIC COVER. ATTACH TO ALUM.A vi.' T-ANCHOR FASTENED TO ,� 1 t a • P: WALL SYSTEM. A SUPPORT ANGLE, & VERT. MULLION I J BUILT-UP STUD HEADER 4 4 MASONRY WALL. / L1 » W/ COUNTER SUNK MACHINE � � i, �•STL SUPPORT BEAM WHERE 3 SCREWS. A GWB. CEILING FINISH - SEE �0� \ /\ \ OCCUES, SEE STRUCTURAL. P:1 �( f RCP / � ' 20 -RT� S .:- SV C JT. @ A\ CL= WALL 16 S =CTIO \ AT CV , /n,„ RTAIN WALL — =AD ® =SC � TC — =0 \ PSA B =AVWALL . N/ ASO\ RYREC7LET BR C �C -A -ER CVASOVRY R �GL-T —a CUV A8.5 SCALE: 3"=1'-0" A8.5 SCALE: 3” = 1'-0" A8.5 SCALE: 3" = l'-0" A8.5 SCALE: 3"=1'-0" SCALE: 3"=1'-0" I I✓ CO Revisions Date Drawing Title Ni) 1 CLERISTORY DETAIL RA59 12.29.03 25 November2003 'n Project No SEISMIC /ROOF PINClil ��D Ak0o C SRG 2216 DETAILS Q wNew � �r Consultant Project No N JON R. S(�-ILEUNING xxxx N ARCHITECTURE PLANNING INTERIORS Construction Documents i=4 1,3 Drawing No Drawn by ai E 04 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 BCB a .k,� C� PORTLAND, (}RECON Checked z Tigard,Oregon ,/` by a, T:503.222.1917 F: 503.294.0272 wwwsrgpartnership.com 17 TCE A8 . 5 -o OF o% P.