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HomeMy WebLinkAboutA602.pdfV DEPTH OF CLOSET CSO Arc] ARCHITECTURE • IN] 8831 Keystone Crossing . Im Main 317.848.7800 . Fax 317. © 2011 CSO Archltects, Inc. All Rights Reserved NOTE: _ c .W 03 '- CD a *' LL ° c c U y u re CO re 1. SEE SHEET D- SERIES FOR FINISHES. le rWHITE MELAMINE WALL SHELF. FULL LENGTH OF CLOSET. Revision's CONCRETE SUB. SEE STRUCT. DRAWINGS. Issue Date 09 -21 -12 Drawn By NS Checked By JER Drawng HATE DETAILS Title: I`'• ALUMINUM SHIPS LADDER MOUNTING BRACKET PER LADDER MANUFACTURER. EQUIIPMENT PLATFORM Certified By R. Wet ep - T No. 1 1AR0 0 910 0 3 6 /! STATE OF { 01 an ci•S 2x4 CONTINUOUS LEDGER AT PERIMETER OF CLOSET. BACK WALL OF CLOSET. FRONT WALL OF CLOSET BEYOND. Project Number: 12118 11' -0" A.F.F. STEEL DECKING. ALUMINUM SHIPS LADDER DETAIL PIPE RAILING PER LADDER MANUFACTURER. 11 SEE STRUCT. DRAWINGS. 6" A603/ SCALE: 1 -1/2' = 1' -0" STEEL FRAMING. SEE STRUCT. DRAWINGS. ALUMINUM SHIPS LADDER STRINGER AND TREADS PER LADDER MANUFACTURER. ocj \ � gyp / A I B>_OM B>_ 10 DETAIL 3STEEL /ANGLE — I A602 SCALE: a HSS 6x6x1/4" i HEADER d ilk A602 A602 EXISTING ROOF CONSTRUCTION SIM. OPP. HD. 3x3x1/4" PLATE. TYP., UNO 5/16 m 0 V< I " 3 "� o 3 N o ,, 7 ,r, Ton PARTNON. SEE FLOOR PLAN AND WALL TYPES. METAL STUDS. 1 -1/4" STD. STEEL PIPE AT EACH HANGER LOCATION. WIRE UNISTRUT LOCATIONS m M n >< I " j N o ,, 7 1 _ REFRIGERATION UNIT WALL FINISH. E R- SERIES DRAWINGS. 111 fl SEE FINISH PLANS. \I� TJE • E GYPSUM BOARD / AT SALES SIDE. TO IN 2 RESINOUS BASE f W/ CONT. TREATED MILIFIM f T WOOD BLOCKING. f, E RESINOUS m I (Q, V BOLT THRU ANGLE BETWEEN c FLOORING. SEE FINISH PLANS. LOWER CHORD ANGLES OF EXIST. JOISTS. DO NOT WELD 40 N in To n P9200 UNISTRUT APPROVED EQUIVALENT. CONT. BETWEEN OR f � TO EXISTING JOISTS. 3x3x1/4" LONG CUP ANGLE 9 GA. GALVANIZED WIRE CARBON STEEL WI _ (60K AMIN MINIMUM) APPROX. . 4IMUM) AT PROVIDE (8) 0" O.C. . ° . ¢ :..:.. .... : ..:... _..:. ....- ..,i ... .... JOISTS SPLICE. W/ (2) 1/2" DIA. EPDXY ......: , _ .. JOISTS-SPLICE. ANCHORS INTO EXISTING 1TEE I" DIA. BOLT - PROVIDE CONT. PIPE OUTS 3° LONG VERTICAL SLOT SLAB. D. THROUGH PUNCH IN CHANNEL. STD. PUNCH IN STEEL STUDS. f 360 DEGREE WRAPS (ThDETAIL 8 DETAIL 7 DETAIL (ThDETAIL 5 ASTEN DETAIL AT OF WIRE TO EACH END. 602 / SCALE: 1 1/2° = v-0. A602 SCALE: 1 1/2" = 11-0" A602 SCALE: 1 1/2" = c-0" 602 / SCALE: 1/2" = 1' -0" A602 SCALE: 3" = 1' -0" 20 GUAGE GALVANIZED SHEET METAL. SCREW TO DECK VALLEYS. EXISTING NON - COMBUSTIBLE EXPANSIVE FOAM ROOF CONSTRUCTION FILLER AT AIR TIGHT WALL ONLY AS REQUIRED. EXISTING ROOF CONSTRUCTION 2" y OUTSIDE DIMENSIONS OF FREEZER MIN. NOTE: 1 'J' 1. PRESSURED TREATED LUMBER TO BE ON ALL FOUR SIDES OF —t — tT II EXISTING WALL CONSTRUCTION CONSTRUCTION - BEAD FULL FREEZER PANEL PERIMETER. INSULATED SLAB. LEVEL TOP PLATE WNH ADJACENT CONCRETE SLAB. PRESSURE TREATED 2. VAPOR BARRIER TO BE MONOLITHIC AND EXTEND ABOVE SLAB PRESSURE II® T/O WALL 2° MIN. ALL SIDES. SEAL TO SLAB UNDER SCREED. FULL PERIMETER II ��� 3" EXTRUDED INSULATION I-- -_-- 1 ®�® ®°• ® >� ®e ®e� 11' -4 3/4" A.F.F. 3. VERIFY FREEZER DIMENSIONS WITH EARTH FARE PROJECT CONCRETE SLAB MANAGER PRIOR TO LAYOUT. BY CONCRETE SLAB COOLER II® II 1..., WOOD TRIM (2) LAYERS OF SEE STRUCTURAL DRAWINGS MANUFACTURER 3/4° FIRE SEALANT - r / SEALANT - CONT. FULL PERIMETER. AT AR-TIGHT WALL SEE ELEVATIONS ONLY. AND FINISH PLAN AT AIR -TIGHT WALL T WALL ONLY. 'J' RETARDANT TREATED PLYWOOD - STAGGER JOINTS II/ ° o ° , ° ° ° ° • L. B A p e v . w -- II 'J' u ^ u ^ N J II. BEAD CONTINUOUS. BEAD CONTINUOUS. Ak, T/O OF PLYWOOD LID ° �O OOOr ° ° ° ° ° o �O° o . ° °\ o o p OOo a ° 00 ° - -- ---• A TOP OF STUDS. TOP OF STUDS. 10' -6" A.F.F. u ^ - J ^ II \\ \ KEEP FASTENERS FOR GYP. BD. 5" BELOW DECK TO ALLOW FOR MOVEMENT. II ° P II 18 GAUGE x 3" DEEEP LEG TRACK. ` KEEP FASTENERS 18 GAUGE x 3" FOR GYP. BD. 5" DEEEP LEG TRACK. BELOW DECK TO ALLOW FOR MOVEMENT. ' O O a ° ° \ \0a08n0 ° d ° ° ° ° ° \ O ° ,0000 oOo 000 0 080000 0 ° n0 000 ° 00 O 00 0p0 O" / O 00 0 ° O pO 0 ° �0 \ \\ \Oe o °00 oq \o °g l�VO°OOoogB ec C 8uog]�ou pL °�C�ou pL °u� o Oo 0008000 00 Oo Oo O 0 °00 o °O o0 co O O IIii II 11 GYP. BD. AS REQUIRED. SEE PLAN. GYP. BD. AS INTERIOR PARTITION. 6" 18 GA. METAL CEILING JOISTS AT 16° O.C. WALL PARTMON REQUIRED. SEE FLOOR PLAN SEE PLAN. AND WALL TYPES. WALL PARTITION SEE FLOOR PUN SEE FLOOR PUN AND WALL TYPES. AND WALL TYPES. / /N \ /, _\/,A /VA /, A % \A /�A / \ /,A / \� /, DETAIL C3 DETAIL 69DETAIL A602 SCALE: 3" = 1-0" 6O2 SCALE: 3' = 1' -0° SCALE: 1 -1/2" = 1' -0" SCALE: 1 -1/2° = 1' -0" ) (9 CSO Arc] ARCHITECTURE • IN] 8831 Keystone Crossing . Im Main 317.848.7800 . Fax 317. © 2011 CSO Archltects, Inc. All Rights Reserved I- 4) C 4-P c. U o y 0 w c fa _ c .W 03 '- CD a *' LL ° c c U y u re CO re CC. 0. -1-v E 0 4-y y C `Dv wW C C) 4) rn EC 0 ~ m L r T Scope n lThe a draw ng the Ipe of the project These e enne n e me n°�ans. the m or n- n°o a.m<m o,a <e roc. a structural noie°ee col cote The draw es do not oe nor ry nemn me or asses MI work performance c and rower, "" of the required sis the "Contract . ee "orde °r the general scope :w the Proper Corm moien all a or described proper esecmo� contractors ComciN on of the o p ° Revision's Issue Date 09 -21 -12 Drawn By NS Checked By JER Drawng HATE DETAILS Title: I`'• Certified By R. Wet ep - T No. 1 1AR0 0 910 0 3 6 /! STATE OF { 01 an ci•S Drawing Number EFA602 Project Number: 12118