Loading...
LB2003_50 3x3x1/4" CONT. BENT PLATE STAND'G SEAM METAL STAND'G SEAM METAL ROOFING OVER WATERPROOF ROOFING OVER WATERPROOF MEMBRANE OVER PWD. MEMBRANE OVER PWD. 14 SHEATHING 10 SHEATHING A8.7 A8.7 3/16 7" H X 3"D ALUMINUM LETTERS W/ STUD BY MANUFACTURER METAL ROOF DECKING _ - BOLTED TO 3i," STEEL PLATE. r___ _ _ ---- - --- - oppp---/I -- ----- ---� --_- - METAL ROOF DECKING - PAINT. -,-I_------\___ W 8x10 BEAM - COPE 1" Y2" PLATE BEYOND ® 1'-10" O.C. FLANGE AS REQ'D BOLTED TO Y" PLATE AND BEAM. STRUCT. SILICONE SEALANT ® ...•�• PAINT. 12 /4 W 8x18 BEAM - PAINT 1 WT 3 x 6 FRAMING - PAINT _ WT 3 x 6 FRAMING - PAINT _,. STANDING SEAM METAL ROOF'G SYSTEM STAND'G SEAM METAL ROOF'G - 0____ ' ,' o-� t �� 3/8" PLATE - PAINT ASSEMBLY __ �, „I SORER GTERPROOF MEMBRANE OVER PWD. =��, ,, SEE DETAIL 1/A8.7 FOR TYP.wl--. --;- » I ,/ ,� ♦ 2 ,� / 5/1 1.5" "CANOPY" METAL DECK'G - PAINT CANOPY ROOF'G ASSEMBLY �,• 2 ♦1 ♦46 �� 1/4" BENT PLATE x O'-4" 2 •1 2 x 2 x 1 4" ANGLE x 3 SIDES TYP. FINISH BOTTOM (EXPOSED TO VIEW) SIDE 5 F-__ ' N EA. SIDE OFWT (2) ♦ ♦ i / 0 " .-�r--�j WT SECTION - SEE SPECS FORW/ 0-4 EA. SIDE OF WT W/ 5/16 -P.T. WD. BLOCKING ATTACHED TO CONT. FINISH �- 1/2" DIA. A325 BOLTS (2) 1/2" DIA. A325 BOLTS - �' / • • r "ERFIN. SHT. MTL. FLASHING - '''' 1" BENT PLATE W/ WD. SCREW Q 16" O.C. LENGTH OF GUTTER - SILICONE "� " (1)____ �� SEALANT TO HORIZ. MULLION 1 4 HSS 4 x 4 x 1/4" __... .J_ , _ ___ / - i / ,3 , __ _ , .. � • P , PREFIN. SHT. MTL. FLASHING - �� �� _ - LENGTH OF GUTTER 3/8" PLATE graglir z.7 (i) (2) BOLT CONNECTION PER ' • [ i� DOUBLE PREFIN. SHT. MTh. GUTTER, 5/A8.7 / ( I N INTERNAL GUTTER SLOPES +- 2" r- - - -I 3/8" PLATE x 4" W/ (2) 3/8" PLATE x 6" x 1'-0" I. T• • - METAL DOWNSPOUT SCREEN W 8 x 10, COPE FLANGESII- 7/8" DIA. A325 S.C. BOLTS I W/ (2) FIELD BOLTS AS I N 1/4"x1 1/2" GALV. GUTTER STRAP t AS REQ'D % i REVD 1 4 - PAINTED. CONNECT TO EA. WT PREFIN. SHT. MTL. FASCIA W LAP JOINTS t---... - SECTION, LENGTH OF STRAP WILL W 8 x 24 BEAM - PAINT HSS 6 x 6 COLUMN - PAINT / VARY0 N\ (2) BOLT CONNECTION PER @ 10'-0" O.C. HSS 6 x 6 COLUMN - PAINT X/A8.7 20 GA. CONT. CLEAT ATTACHED TO BENT 1" 6" .- 3" SQUARE PREFIN. SHT. MTh. 1 /4 PLATE ♦ ♦ DOWNSPOUT, SEE DETAIL 15/A8.7 I FOR D. SPOUT STRAP CONNECTION I CONT. BENT PLATE - ATTACHED TO 3/8" PLATE x 9" x bf + 1" VIT METAL DECKING - SEE STRUCT. CURTAIN WALL ALUM. SYSTEM W/ (2) ERECTION BOLTS AS W 8 BEAM - PAINT WT SECTION - PAINTED _ _ � � _ REQ'D = W 8 BEAM - PAINT = _ -.7 G� TT_R TAI _ @ CA\ 0 Y 13 CAf� 0 Y CO\ \ CTI0\ 9 CA\ OPY C0� \ CTIC \ 5 CO�� U \ CO\� \ -CT 0\ CA\ ODY o RA < E 9 TA L - SOT CA\ ODY A8.7 SCALE: 3"=1'-0" A8.7 SCALE: 3 = 1'-0" A8.7 SCALE: 3" = 1'-0" A8.7 SCALE: 3" = 1'-0'' A8.7 SCALE: 6" = 1'-0" STANDING SEAM METAL ROOF'G SYSTEM OVER WATERPROOF MEMBRANE OVER PWD. < SHEATH'G 1.5" "CANOPY" METAL DECK'G - PAINT <TYP. 5/16 FINISH BOTTOM (EXPOSED TO VIEW) SIDE 1 /4/ FLANGE TO 1 /4\\ WT 3 x 6 FRAMING - PAINT TOP PLATE 5/16 W 8x10 BEAM - PAINT P.T. WD. BLOCKING ATTACHED TO CONT. W 8 BEAM - PAINT 1 /4\ BENT PLATE W/ WD. SCREW © 16" O.C. 1 /4/ / 7 ` 12 1 1 /4 1 I ,i.• i. •ar 2x2x1 4" ANGLEx i, ..i. w n /� /1 6 /1 6> r� 0'-4" EA. SIDE OF WT W/ / � II • ./ FLANGE TO 3 SIDES, ii / *,x�lrlrlrrrllhrlrlfr► TOP PLATE TYP. - - (2) 1/2" DIA. A325 BOLTS N 5/1 6 /16 3/8" x 4.5" x O'-4.5" --- I / ( PLATE / \ _.AAWIIIIWNIWl HSS 4 x 4 x 1/4" I I I PREFIN. ,SHT. MTL. FASCIA W/ LAP a �\ @ 10'-0" 0.C. / z a 1 „ I HSS 6x6 COLUMN - PAINT CONT. BENT PLATE - ATTACHED TO �� HSS 6x6 COLUMN - PAINT0 '� METAL DECKING - SEE STRUCT. 14" 1 /4/ 3/8" PLATE x 6" x 1'-0" 20 GA. CONT. CLEAT ATTACHED TO BENT ♦ ♦ W/ (2) FIELD BOLTS AS PLATE \/\ 3/8" PLATE x 6" x 1'-0" REQ'D WT SECTION W/ COPED ENDS - SEE REQ'D1 /4/ FIELD BOLTS AS 1 4 SPEC'S FOR FINISH / CURTAIN WALL MULLION 14 CA\ 03Y C � \ � = CTIO \ 10 CA\ 0Y CO\ \ ---CT 0\ 6 \ C. 0. \. \ EC, 2 DG= AVDTAIL - SOvT- CAVPY . " _ , � » _ , „ CO�� Pv T 0\ � CA 0 Y , „A8.7 SCALE. 3 - 1 -0 A8.7 SCALE. 3 - 1 -0 A8.7 SCALE: 3" = 1'-0" A8.7 SCAL=: = 1 -0 „- 3 SQ. SHTMTL. DOWNSPOUT - 7 H X 3 D ALUMINUM LETTERS FINISH TO MATCH GUTTER W/ STUD BY MANUFACTURER » HSS 6 X 6 STEEL COLUMN - PAINT BOLTED TO Y" STEEL PLATE. � � DOWNSPOUT TO TRANSITION FROM ♦ 5 ♦ PAINT STEEL PLATE. SQ. TO ROUND HUB RIM, FRICTION FLUSH TAMPER - PROOF ♦ 5 ♦ t •-12" FIT. YZ" PLATE © 1'-10" O.C. BOLTED FASTENER/ANCHOR, � ) N, TO Y8" PLATE AND BEAM. PAINT. CLEANOUT CAP TO BE FLUSH WITH FASTEN TO VERTICALPAVER .41 % MULLION ----i3/4" PLATE X 12" X 1'-0" W/ (4) PAVER - SEE LANDSCAPE O` /� 3/4" DIA. ANCHOR BOLTS1 1 1 �� 1 4/ W 8x18 BEAM - PAINT 4 / II I° Q #5 BARS @ 12 O.C. 3/8 PLATE - PAINT �� �oo ,°0, :" °,,' „0o ,,000 K>'-' o,00„00000000'�o� Li� � vu ' ' uv � � u � � � L)a � 00 � 00000000 000000000 Zt" 000 00000000k 000000000 (3) #5 BARS x CONTINUOUS. 2�1/1 r 000 + 000000000 00000000 / W 8x10 BEAM - -,i �--r- /000 00000000 • 00000000 STORM DRAIN LINE - SEE CIVIL � o0 000000000 • 0000000 1 8" STEEL PLATE DRILLED TO 5 1,°o°O°. °o°o°o°o°o°o°o°o°o °o°o°o°o°••o ,� _ COPE FLANGE AS 3 SIDES TYP. ° oo • i0000000000 000 . 00 ACCEPT FLUSH FASTENERS 0 a goo . o0000000000 < 00 00N REQD "�00000� �Q o,ooo0 00 00 0 , 0 00 FINISH a °O°O°o GUT ERTO MATCH DOWNSPOUT / I z d ,e 1 t 5/1 6 0000 4• • 4 dd d- „O O o 0 • 000 • • Q a1v4 _,O_O_O�O_o°O_�__ d 4 vd 4 4 9---- 18 GA. STEEL STRAP - FINISH o1 • • - : • • ° TO MATCH DOWNSPOUT / ° Q d ° 4 GUTTER • . .a.• • . C . °• . a .d d f III .1N\. ► III III I II III ► I I ( I ( dv' ° d .. . C. . . 44 _ - " PLATE x 4" W/ (2) 3/8" PLATE x 6" x 1'-0" 19 DOW\ S OST GRAD --_ 15 CA\ 0 Y DOW\ S 0 �, T BRAC � T DTAIL 3/8 8 " A8.7J SCALE: 1 1/2" = 1'-0" A8.7 SCALE: 6" = 1'-0» A8.7 2_p 7/8" DIA. A325 S.C. BOLTS W/ (2) FIELD BOLTS AS • Ag��[b x 6 COLUMN - PAINT • X.5 A3.4 7 FOOTI \ G CA \ ODY COLA \ AkCOLV \ CO\ \ ----CTIa/\\ @ CA\ CPY 14'-4" 174111, / 3" SQ. A8.7 A8.7 SCALE: 1 1/2" = 1T-0" A8.7 SCALE: 3" = 1'-0" 10" 7'-10" 1'-0" c,, / DOWNSPOUT _ 7'-5" 10" ♦ �` GU TTE I I I I I I I I in Ali' ( ( I I1=1-7 1 I I _ i t I I HSS 6 x 6 COLUMN i A8.7 I I A8.7 n _,,, 11 W 8 x 24 1 n n V I - t W8x18 - 1 -III N. - \ - - - i I - - - v 3/4" PLATE X 12" X r-0" W (4) I d- A I TS 6 x 6 3/4" DIA. ANCHOR BOLTS I A8,7 COLUMNS W8x21M (4) EA. Aillik A8.7 A8.7 1 4'/ #5 BAR o co co co to co 0 0 TS 4 x 4 © FOOTING _ X x x x x x X X © FOOTING / ,, COLUMNS C° (° 00 E- i- �-- E- A8.7 i- co oo _ 3 5 BARS, EXTEND 3'-6" PAST o c� cD cfl co a-- Uz:Hz--1T- (4) EA. �" �n TS 4 x 4 ) X � IX x TS 6 x 6 5 COLUMNS [75i" 6 " 8 " g" 8 " 11 5 " 6" 1" 1" 8" 7i' 4" / CL. OF COLUMN, TYP. co ooA8.7 / / / / / / / ♦ ♦ / / ♦ ♦ } COLUMNS (5) EA. W 8 x 21 _ a s a (4) EA. t - - - �, �� ;° .. e . d Q a W 8 x 24 I , 1 I W a a ti I I _•� I u ©° 4 4 a° o iElli 7 III MR IIS W 8 x 18 T v � d e. ° � . • ° a ...� - Eli (n( Ell EE EQ I ■■ 111 1�1 arm R © a y I I I 3" SQ. �- ` U L� o� n.�o oho ��o siM A8.7 4 - _ Q 4 ..° Q d DOWNSPOUT Ns o • a° d e d ° ° t"y N GUTTER - III 8 -0 1 All a � �° 04 • ad °° o _� ♦ » 18.7 A8.7 a. • a 4 24MI 1 -0 Pli IIIIIIII -3N4 ______ I I I GI 7 1/2' 14'-10" STAND'G SEAM MTL. ROOF G ON 13 ALUMINUM LETTERS ,- » />1 WATERPROOF MEMBRANE ON PWD. - / 1 6 ♦ X, w - - - - - 3 © SHEATHING ON METAL DECKING SEE EXTERIOR y - - - - A3.4 A8.7 § E�'DZR+ \ 20 -\ LARG - D \ ORT- CA\ OY LA\ ALT-R \ AT: \ Ob 1 16 _\ L ARGD CA\ OY PLA\ Cy-00T \ G CA 0 Y CO�J �/ \ 0 A8.7 SCALE: 1/2" = 1'-o" A8.7 CALE: 1/2" = 1'-0" CALE: 1 1/2 = 1'-O" N C Revisions Date Drawing Title 25 November 2003 o Project No EXTERIOR DETAILS SRS PARTNERSHIP INC16; %1D or 00 2216Ill cl (4 eveTigarciConsultant ProectNo Project N JON R. SCHLEUNING xxxx NP ARCHITECTURE PLANNING INTERIORS Construction Documents , o.--3 Drawing No Drawn by °' � BOB a 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 PORTLAND, OREGON t o pi Checked Tigard, Oregon ,� � by �, T:503.222.1917 F: 503.294.0272 www.srgpartnership.comllillia �� TCE A8 • 71OFcS > a