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08080201-P—FILL SOLID W/GONG &FORM 3" ' -1SMIC JOINT 8# SMS AT 4" O.C. ATTACH PER PLAN DOMED CAP - WELD WHERE — CONT. 14 GA CLOSURE STRIP MET. DECK PER PLAN SLOPE DECK SOLID PIPES ARE CALLED SEALANT OIL FOR - GRIND SMOOTH FASTENER W/NEOPRENE ELEV. VARIES N. BEAM ABOVE WASHER 0 I N• GSM GUTTER I 0 8 SMS AT 12" O.C. — EXTRA HEAVY STEEL PIPE PRIMED & PAINTED TRAFFIC YELLOW - WRAP COLUMNS SHEET MET. FLASHING 7/8" CEM. I I 0 PLAS. OVER MET. I 0 II I 8 SMS AT 12" O.C. I I I 0 CEM. I 0 11 L 2x2x1/4" WELDED >>>�,>>1Z LATH W/LAYERS I TYP'X II 3 - HILTI XU -- CAP R TO HSS BEAM 7/8" PLAS. OVER MET. I o z WITHIN FRONT MAIN SS STEEL GATE FRAME 1 O (PAINTED} 3/t6" BLDG. PER j p FASTENERS 1/4„ LATH W/2 LAYERS TYP'D' I BLDG. PAPER ON 3/4 CDX I I 0 �"OOS ` UP TO WITHIN 2' OF TOP - L 3" X 3 X DECK EDGE 1/4" @ PLYWD. _.%.. I OOS162-43 1/4" CAP R MET. DECK �LYWD. •:�.: b TAPER CONC UP 1 /2" AROUND I I STUDS AT 16" O.C. PER PLAN = „ I STUDS AT 16 O.C. PIPE @ EXT ONLY -FLUSH ------ --- —------------- 1/2"MET. REVEAL 10I \� 1/2" MET. REVEAL 101 W/SLAB @INTERIOR (TYPICAL} I r AC PAVING, CONCRETE 68 MIL CLOSURE I I SHT. MET. FLASHING d SURFACE, OR FINISH GRADE — — — — — — — — — — — — — — — — — — STRIP ECK ° TACK COAT PAVING TO CONC `� ° (E) CMU I 1/2" FOAM SHAPE W/SKIM ;.' I I ( I a d o d ° ° d d ° d 600S162-43 STUDS AT 0 COAT PLAS. FIN. �.. I I ` ` ,1Z, CDX PLYWD. W/ #8 - I I 0 1/2 CDX PLYWD. W/ #8 ( \\/\\ �j�\ \�\�`j 16"O.C. SCREWS AT 6" O.C. AT I ;< SCREWS AT 6" O.C. AT \ \ d o \ \ E q ADJACENT I I PANEL EDGES & 12" O.C. i -; E 8 CMU PANEL EDGES & 12 O.C. O a ° • \/\ BLDG. I I (E) CMU WALL 0 FIELD U.O.N. ON PLAN I ;: I 0 I FIELD U.O.N. ON PLAN 1/2" CDX PLYWD. 600T150-43 . ^Y I I I ' /4 —' 60OT150-43 :\\`�,` j\ 4 \� \! " • \`\ L 2X2X1l4" WELDED STEEL I I I Ocr) I W/HILTI X-U FASTENERS p 12„ AT 12" O.C. W/ 1 1!4" N. I I HSS BEAM PER j PLAN. W/HILTI X-U FASTENERS I p AT 12" O.C. W/ 1 1/4" ( 12" SKIM AT PLAS. ( . FRAME, TYP. I ...._,_._ EMBED U.O.N. ON PLANS - I I N} CURB EMBED U.O.N. ON PLANS N /\�\ / \ / o d a\�\` �, L 2 x 2 x 16 GA. MET. (N} CONCRETE CURB 2 #3 CONT. E) SLAB ❑ ,- „ +0 0 ( I I .�.-: CURB�E) SLAB N) 2 #3 CONT. ❑ °. \�j\y 'a ' • \\\`�% „ a ROVIDE (2) 3 LONG STUDS TUBE STEEL - SCREEN WELDED TO FRAME d, 2- #3 EPDXIED - m a Q I a F.F. o I I I I ( ( Q Q +0'_U, F.F. \ . ' . d V 4X4X1/4 (E) SLAB -ON -GRADE DOWELS AT 18" O.C.-HILTI XU II 2- #3 EPDXIED • 2 x 2 x 16 GA. MET. .,. _ I I' I FASTENERS AT DOWELS AT 18 O.C. (4) HEAVY DUTY SCREEN INFULL 1 PAINTED. . ..- III 4 e. d °' .. I I i I I.I a d : =i.�. d 24" O.C. I c I I I,. d — — �- i�—III I� ICI—iI 4 -I I a d. —i—° NOTES: HINGES PER LEAF - d a a 14 \y`� 1. LOCATE BOLLARDS 6" MIN CLEAR �\�� /\ /\ FROM ANY STRUCTURE UNO SPOT WELDED TO TUBE STEEL & GATE a a . a a : a `l III 4 a , . °. ROUGHEN (E) SLAB I I I I I, I I I a d. ` d . o ROUGHEN (E) SLAB \ \ .\,/...��,/\/,\,/�./\��/�./,\/,\.�/�./\.� \ ( } . FRAME d 2. BOLLARDS SHALL BE d 1 n 1 -6 DIA INSTALLED PLUMB AND TRUE. a Q a a I ... d I BOLLARD DETAIL SCALE g (N) GATE & SCREEN DETAIL SCALE R DETAIL SCALE TRASH ENCLOSURE SECT. SCALE TRASH ENCLOSURE DETAIL SCALE 5 TRASH ENCLOSURE SECT. SCALE 1-1/2" = 1'- 0" 1-1/2" = V - 9' 1-1/2" = V - 0" 1/2" = V - 0" 1-1/2" = 11. 91 1/211 = 1' - U1 TYPICAL `'' TRASH ENCLOSURE DETAIL "' TRASH ENCLOSURE DETAIL BEAM PER 1/811 PLAN L STA 12 ON _..-L. INSIDE WALL, A TYP. OF 4 ( 7 GALV. SHT. MET. 6 GUTTER 4 5 6 6 GALV. SHT. MET. 7 PP. HAND GUTTER —L4XX6X1/4"X4"LONG \rEA. --(N) ROOF SKIM COAT PLASTER SIDE OF GATE COLUMN T I I CEM. PLAS. —GATE COLUMN I - :.6. ` — i��rek INFILL I I I , � a C7. O D D Q 0 D• D I a E LD G DETAI L B E BUILDING ( ) ,..., .......... . . .......... ,•. .. , , ... .•-.::....., ...., ,. ::.::.:.:..:....' .. � '' 00 i— 3_. -s' ❑ [T t- a d o 4 SKIM COAT P CASTER _ ❑ 1 c• s 11 1 it SCALE:1 1 2 1 -0 z cn z .. ❑ a Tl F- „ Z 'S ...... ...... .... f .- , h T T T ( 11 1 2 THICK / C FOAM DESIGN I :- 0 ----------------- �o \ N GATE W S 2 x2 / METAL E SCRE N INFILL ... .... .. . ACCENTS T f— T 1 I I ,:, :. .:,.,.v.:...: ,, '.,;;. :,; :::,. ,'.;;.:.:.. .,. ., .. ,.....::: .:.....:.. :,. •,.., :.,.... .. .....:...:,...., :...,•.,.,..;., •.. , ..: .....::..:.... ... ..: ... , ............. .. .......:..: .. ......:..... . ,- > .- D:.. D D > IT1 T T I c� SKIM COAT IDESIGN3o CEMENT PLASTERo� SKIM COAT PLASTER " OVER N 1/2" THICK C I FOAM F M ,- — 11 ,� 2 x2 METAL N c) ET SCREEN PAINTED I M c G chc CC G OVER E CM c) T 11 4 t� 00 G� ... � Q T :E 1 I PATCH D I I I U Cci v I I , Ti co t, I _. :.......:.......... . . . ....... . D. D a a o D o I IV iAga 1/811 (E) SKIM COAT PLASTER OVER 19'-4" I I (E) SKIM COAT PLASTER OVER (N) BOLLARD, REFER (E) CMU, PATCH AS REQ'D. � �� 20 -0 - (E) CMU, PATCH AS REQ'D. DIET 9 11 t o - DETAIL A scALE:1-1/2" = 1'-0' C BACK ELEVATION SIDE ELEVATION B ` V. � I FRONT A NOTE: PATCH ALL CHIPPED EDGES, ELEVATION GOUGES, CRACKS, ETC. AT (E) CMU ------------- GATE DETAIL SCALE 10 ELEVATIONS SCALE TYPICAL 1-1 /2" = V - 0" 1 /4" = V - U' 6" MET. PAN Q I I CMU WALL 0 r zo o I ( Q I I d I I N) 6" MET. STUD W/ (N) a � I 1 /2" CDX PLY. a I I � TRENCH" kv'?" 611 I SKIM COAT i I PLASTER/ t DETA��— (E) r��RNCH SCALE:1-1 /Ck �"z�.ii ;•:,'r"a. Via.«5\"N.ae d A DANCE �VITH 'THEIII I BUILDING ° CUB Ill CODES AND ORDI1 A I I d ' ° I I 20'-0° DATE 18 GA. HSB - 36 EQ. EQ. _ St 1 B 4 B.P. @ 24" O.C. 4 GUTTER 3' S SMI SEPARATION 1 A DETAIL — PLAN i set , ,., '., east on t, s ::nd It Is an SCALE:1-1 /2" - V-0" (N) 6" MET. STUD lawful to rat;' alterat� (N} SKIM COAT WALL 0 �oitr i. ;sslon arc. CEMENT '^ the b ildm i �p — — — = — CMU WALL PLASTER OVER pecto. 7I stampingof tl � �4•,. �,ectfieattcs (E) CMU SHALL I OT be be:a to permit or to be ar. I .. :. (N) CUR Epp I of 'the violation or any provision, ,t any Pity OrOmarice nr Sr tp E > °. d d 4 (N) 6" MET. STUD a WALL AREA OF TRASH w 18 GA. HSB 36, o ENCLOSURE I SEE NOTE 1. 0 --- O8"CMU - ADD 7 _ I RIDGE CAP SKIM COAT 1 A PLASTER o d I I 3B -- CI CREASE HURSES EIGHT METAL DECKING ------ -- ------------- I I o / J 7 PAINTED I S X3 1! B L E K, E ET. I I N r I ;q I SIDE w d ° I I 6 � st g` ' `-(E} TRACK FOR COMPACTOR �1 I TO BE I REMOVED g���� Gj � �, (N) TRENCH 0 '\\J- TLlTfTTTT� 11 6 I n °. I I �-�' 1 C O ---- �� -------�--- ---- — — — — — ' DETAIL — PLAN rrrrrTTTTffTTmili + i [:HSS 8X3X1/4 5 SIM. BELOW 1 B SCALE:1-1/2" = 1'-011 ------- 8 ------ — — RILLED HOLE TO ACCEPT (N) METAL SCREEN Fa�N -� I 1I NOTE: (N) SKIM COAT 1) WELD ATTACHMENT SHALL BE 1/2" DIAMETER PUDDLE CEMENT PLASTER CANE BOLT, TYP. (N) 6" 0 CONCRETE WELD AT EACH FLUTE AT SUPPORT MEMBERS. 1/21, DIAMETER PUDDLE WELD AT 1211 O.C. AT PARALLEL MEMBER. BUTTON PUNCH AT 24" O.C. AT SIDELAPS. FRONT OVER (E) CMU 3A FILLED STEEL BOLLARD 4'41 HIGH, (N) GATE e - • REFER. DIET. 9 4 SEE SHEET A5.01 FOR TYPICAL STRUCTURAL - 5'-411 12'-011 EQ. EQ. DETAILS NOT SHOWN. ROOF PLAN SCALE 2 FLOOR PLAN SCALE KEY PLAN SCALE — 1/4" = V - 0" 1/4" = V - U' N.T.S. mcg architecture T 415.974.6002 T 415.974.1556 785 Market Street, San Francisco, CA 94103-2016 Seal: No C-251 a A Project for: LU I UJ Q 0 W - Z O T 00 ?- U- T J O U U T T o _ 1- T 0 z _ [r T `� W W (U rr W T D U r Client: Kimco Realty Corporation Brian K. Replinger 401 i Factoria Blvd. SE, Suite 420 t, Bellevue,WA 98006 ,?one (425) 373-3506 { Fwa�c (425) 457-0643 ts Revisions: /A\ PLAN CHECK COMMENTS 09-17-08 i i No. Description Date Project No.: 06.102.60 Drawn By: Reviewed By: Scale: Date: 08-15-08 i Filename: - Sheet Title: TRASH ENCLOSURE PLAN & DETAILS Sheet #: A-1 OOA ' @ MCG ARCHITECTS 2008 ALL RIGHTS RESERVED BEAM PER — 8# SMS AT 4" O.C. ATTACH PER PLAN CONT, 14 GA CLOSURE STRIOIL P MET. DECK PER PLAN SLOPE DECK PLAN ELEV. VARIES N. 0 I N. 3 - HILTI XU GSM GUTTER I FASTENERS 1/4 CAP R TO HSS BEAM I 0 I #8 SMS AT 12" O.C. BEAM ABOVE A 0 8 SMS AT 12 O.C. I p 7/8" CEM. PLAS. OVER MEf. I p I 1/4 CAP 2 MET. DECK i1 I p I L 2x2x1/4" WELDED LATH W/2 LAYERS TYP'D' I PER PLAN 7/8 CEM. PLAS. OVER MET. 10 (STEEL PAINTED) PLYWD. FRAME BLDG. PAPER ON 3/4" CDX I I 0 LATH W/2 LAYERS TY DX BLDG. PAPER ON 3/4 CDX I I 0 _ PLYWD. ;' OOS162-43 PLYWD. :; OOS162-43 4 STUDS AT 16" O.C. STUDS AT 16" O.C. 4 X X 6 X 1/4" X 4" LONG ! I SHT. MET. FLASHING EA. SIDE OF GATE COLUMN — — — — — - — - — — — — — — 1/2" MET. REVEAL =:, I ° I I 1/2" MET. REVEAL I p I I I -GATE COLUMN TUBE STEEL- I I I 4X4X1 /4 --— — — — — — — — — — — — I / \ 1/2" FOAM SHAPE W/SKIM DETAIL � o L 2x2x1 /4" WELDED .'` a \ p STEEL GATE FRAME 0 1/2 CDX PLYWD. W/ #8 0 SCREWS AT 6" O.C. AT PANEL COAT PLAS. FIN. ( I ( 1 /2" CDX PLYWD. W/ #8 <; . SCREWS AT 6" O.C. AT PANEL (PAINTED) p •, I ::. I EDGES & 12" O.C. FIELD U.O.N. I (E) 8" CMU EDGES & 12" O.C. FIELD U.O.N. -- i — �- — (E) CMU WALL I o NOTED ON PLAN I M PER _ I a NOTED ON PLAN � I —HSS BEAM R p � I I PLAN. 600T150-43 I 600T150-43 ,.;:. W/HILTI X-U FASTENERS ;: I I I W/HILTI X-U FASTENERS AT 12" O.C. W/ 1 1/4° 0 12" N. I I I AT 12" O.C. W/ 1 1/4" ; I p 1211 (N) SKIM COA I I PLAS. OVER (E) 7 s EMBED U.O.N. ON PLAN I I N) CURB E) SLAB I I I I EMBED U.O.N. ON PLANS t I I N E) SLAB. ` I 0 I I ( 2 - HILTI XU 2 #3 CONT.r;.' N) CURB I I CMU L 2 x 2 x 16 GA. MET. 2 #3 CONT. a „ SCREEN WELDED TO +0-0 I FASTENERS AT w +0'-0" I TUBE STEEL - FRAME 2X2X16 GA. MET. m F.F. I (I I 24" O.C. - ." F.F. 2- #3 EPDXIED 4v 4X4X1/4 SCREEN WELDED TO DOWELS AT 18" O.C. ( I I I DOWELS AT 18" O.C. 4 2x2x 16 GA. MET. O HEAVY DUTY SCREEN INFULL, 4 _ FRAME (N) SKIM COAT III ° I HINGES PER LEAF - PAINTED PLAS. OVER (E) CMU 1 /81, {3) HEAVY DUTY SPOT WELDED TO I (' ROUGHEN (E) SLAB ( I I I III d TUBE STEEL & GATE HINGES PER LEAF III d 4_ d I I O I q ((= a, ROUGHEN (E) SLAB FRAME SPOT WELDED TOa I. -I I I=I I(=I I I=I I I=I I I=I 1 I I I a CHANNEL & GATE tl _ _ Q '�d a ;III �1.1-1.11" _�-111� I11 �—� DETAIL FRAME W/STOP Q O A° 6 d •m d tl a. � ad •¢� d tl 4 GATE DETAIL SCALE 10 (N) GATE & SCREEN DETAIL SCALE 8 GATE HINGE SCALE 7 TRASH ENCLOSURE SECT. SCALE TRASH ENCLOSURE DETAIL SCALE TRASH ENCLOSURE SECT. SCALE TYPICAL 1-1/2" = V - U' 1-1/2" = 1'- 0" DETAIL AT CMU - TYPICAL 3" = 1' - Ul DETAIL 1/2" = 1'- 0" `" TRASH ENCLOSURE 1-1/2 1'- 0" DETAIL 1/2" = 1'- 0" DOWN SPOT T METAL DECKING PAINTED SIC 18 GA. HSB 36, SEE NOTE 1. HSS 8=1/4" BELOW 1 A DETAIL -PLAN 11AA11 ►AIAI 1 SKIM COAT PLASTER DETAIL - PLAN (N) SKI t PLASTE ET. STUD WALL OVER (E) CURB 3C L PAN SECONDARY LAMENT PROTECTION TO JIDED BY OWNER AREA OF TRASH ENCLOSURE 6 (N) SKIM COAT --� �---� � II / NOTE: CEMENT PLASTER 1 1) WELD ATTACHMENT SHALL BE 1/2" DIAMETER PUDDLE OVER (E) CMU • (N) TRENCH WELDS AT EACH FLUTE AT SUPPORT MEMBERS. BUTTON PUNCH AT 24" O.C. AT SIDELAPS. 80 DRILLED HOLE 3A TO ACCEPT . CANE BOLT, TYP. (N) GATE SEE SHEET A5.01 FOR TYPICAL STRUCTURAL 1'-511 11'-6" 2'-91 4'-011 1'-6" DETAILS NOT SHOWN. ROOF PLAN SCALE FLOOR PLAN SCALE 1 KEY PLAN SCALE 1/4 1 0 1/4 = 1 - 0 N.T.S. mcg architecture TO 415.974M2 Q 415.974.1556 785 Market Street, San Francisco, CA 94103-2016 Seal: ED AR�y W W Q 0 w J J _ w O 0 0 > 06 Q 0 CJ o 0 Z z oc o — 111 o z <C E--- w CL Cn < wCL w U O I Client: Kimco Realty Corporation Brian K. Replinger I 3535 Factoria Blvd. SE, Suite 420 Bellevue,WA 98006 Phone (425) 373-3506 Fax (425) 457-0643 Revisions: 1 \ BUILDING DEPT. COMMENTS 09-17-08 r I No. Description Date Project No.: 06.102.60 Drawn By: Reviewed By: Scale: Date: 08-15-08 Filename: - Sheet Title: TRASH ENCLOSURE PLAN & DETAILS RETAIL B Sheet #: A-1 OOB 1 © MCG ARCHITECTS 2008 ALL RIGHTS RESERVED NOTE: SEE .:DETAIL 1 FOR . PANEL INFORMATION - SHEAR WALL PER PLAN 4- If 8 SMS AT LAPPED TRACK FRAMING MEMBER FOR 1'-0" 'MIN. TRACK PARTIAL PANEL EDGE SCREW SHEET AT .I I I 2-#8 SMS AT WALL END .) f•f 2'-0" O.C. 6 � I � (.I � CONNECTION p o EDGE SCREW TO i'f I f� CORNER STUDS _ TOP TRACK \1 I I ` STAGGER SCREWS 'l 1.1 1.1 I'•I ` •� FULL SIZE PLYWOOD • �1 1 I I i •I 1 1 11 1• I \ f SHEET TYP.U.O.N. • ( EXTERIOR •f i ,f.f ,N'l-FIELD SCREW AT c e WALL STUD EDGE SCREW TO I II j I { I ({ O.C.. 'I I f, 12 -nc nnia�n� nnc-r X 1 1 I I I I !\ 11 1 i ` k ANCHOR BOLT SEE 8/- 1L_i CONC. FLOOR RAISED FL R NOTE: CONDITION CONDITION SEE SHEET S9.2 FOR SHEAR WALL CORNER AND ' INTERSECTION TYPICAL SHEARWALL ELEVATION - LG-S9.3-05 . TYPICAL CORNER FRAMING LG-S9.2-05 _ LG_ S9.1- 01 TYPICAL LIGHT L GAUGE STUD DESIGNATIONS N.T.S. N.T.S. -. _ PROVIDE 4- 8 # .SCREWS EXTERIOR AT LAPPED TRACK ONTOP SHEATHING — — TRACK — SHEATHING SEE PLANS •: I f SIMILAR AT PERPENDICULAR WALL I I f 12-#8 AT 24" O.C. SCREW CONNECTING WALL TRACK I CORNER STUDS STUD TYPI AL .CORNER FRAMING LG-S9.2-06 N.T.S. 600T 150-68 SPi ICE (68 MIL.), SPLICE EQ. IIx EQ. TRACK W/ 18 #10 S.M.S. EA. SIDE ,SPLICE 1 TYP., 1" TYP. TOP.TRACK 14A /1A HEADER ,OR BEAM SPAN NO. OF JACK STUDS OR POST NO. OF KING STUDS _ HEADER TO KING STUD (NO. OF SCREWS REQ.) HEADER SIZE 4$-0" 1 2 6-#8 SCREWS 40OS162-43 BOX 6'-0$' 1 2 6-#8 SCREWS 60OS162-54 BOX 8':-0" 2 2 $-#8 ,SCREWS"" 800S162-54 BOX 12'-O" 3 3 '10-#8 SCREWS 1000S162-68 BOX 16'-0" 3 4 12-#8 SCREWS 1200S162-97 BOX 18'-0" 3 4. 12-#8 SCREWS 120OS162-97. BOX mcg arch1tectur_e T 415.974202 0 415.974IM 785 Market Street, San Francisco, CA 941W2016 1 t No.. Description Hate Project No.: 06.102.60 Drawn By Reviewed By: i Scale: i Date: 08-15-08 Filename: Sheet Title: TYPICAL TRASH ENCLOSURE STRUCTURAL t DETAILS Sheet #: (A-501, MCG ARCHITECTS 2008 ALL RIGHTS RESERVED