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REFLECTED CEILING PLAN NOTES A. SEE SHEET A001 FOR SYMBOLS. B. VERIFY LOCATIONS OF HANGING DEPARTMENT SIGNS WITH TARGET'S IN STORE MARKETING. LOCATIONS SHOWN ARE FOR REFERENCE ONLY 6 A501 S1 C. ACT CEILING GRIDS ARE CENTERED IN ROOMS PER SPECIFICATION 09 5100 CRITERIA UNLESS NOTED OTHERWISE 1 2 3 4 5 6 7 8 9 10 11 D. PROVIDE SLIP CONNECTION-SEE WALLS EXTENDING TO ROOF OR STRUCTURETARGET® A501 TYP 1000 NICOLLET MALL E. PROVIDE QUANTITY AND LOCATION OF DIRECTIONAL/ MINNEAPOLIS, MN 55403 EXIT SIGNS AS REQUIRED BY FIRE MARSHAL HAVING JURISDICTION F. REFER TO ELECTRICAL/MECHANICAL FOR LIGHT FIXTURE AND DIFFUSER RELOCATION. COORDINATE I I I I I I I I I I FOR REMOVAL/REUSE OF LIGHTS, DIFFUSERS AND SPRINKLER HEADS G. FOR ALIGNMENT OF SPRINKLER IN SALES FLOOR CEILING SEE SPEC, DIV 21 H. FOR CEILING GRID BRACING AND EDEGE CONDITIONS IN SEISMIC DESIGN CATEGORY-SEE 2 3 4 I LI I I I I I I I I I I I A131 A131 A131 V I I I I I I I I I I I CEILING LEGEND I I I I I I I I I I I (E)ACT NEW ACT 138A I I I CEILING CEILING K - - - - - - - - - - ----- - - --_ - - ---- ---- - - - - - - - BD130 117 I CEILING CEILING I 138 142 461 FROM ROAD PARAMOS, NJ 07652 TI973.253.9393 WWW.SARGARCH.COM 140 I FOR DBL POST OPTIONS ------- --- ------ I 139 I I 133 1 184 1sz Iso 1s1 1a7 SECURE BENT FLANGE REVISIONS las I TO OR #8 SMS @ 16"OC DATE N0. DESCRIPTION I �� I DECK W/(2)#8 SMS 01117119 ISSUED FOR PERMIT I OPEN STRUCTURE USE 25OS162-33 STL COMPRESSION POST OVER TO FORM 90° I I I 1s3 I I I I CUT FLANGE AND FOLD 185 I TERMINATION. SECURE 2" LENGTHS LESS THAN Y-0". FIRST POST 131 � OPEN STRUCTURE @MAX 12'-0"OC(EA WAY)SPACING FOR -141 I W/#8 SMS EA �' LOCATED WITHIN 6'-0"OF EACH WALL FLANGE x I, USE DOUBLE 250S162-33 STL COMPRESSION POST @ MAX 12'-0"OC(EA WAY)SPACING lose _ � I FOR LENGTHS BETWEEN 9'-0"AND 14'-0" I 2 o • o 0 0 I SEE ABOVE FOR OPTIONS_ ROOF DECK FLUTE A341 105 FOR SPLAYED WIRE CONNECTION TO ,OSB • o COPE FLANGES OF STL ROOF DECK SEE 4 j ° ° • ° ° STUDS AND SECURE TO ° A131 I ° I CLG GRID W/(2)#8 SMS 1 H — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — H 1 12 GA(MIN)LATERAL SUPPORT WIRES 1 s� ANGLE NOT EXCEEDING 45°FROM THE ,7 SPLAYED 90°FROM EACH OTHER AT AN I i I � PLANE OF THE CEILING.ALL WIRES 11,571 �4, 1 ATTACHED TO MAIN RUNNER. W -- TFT_ TTff HIM1 (4)DIRECTIONS LATERAL BRAC-ING AT cn, 12'-0"OC IN EACHDIRECTION. FIRST BRACE 1 LOCATED WITHIN 6'-0"OF EACH WALL MAIN RUNNER @ 4'-0"O.C.ATTACH TO STRUT I (4)TURNS IN 1 1/2"TYP. 2"MAX TYP CONTRACTOR OPTION: NOTE: SUBMIT CERTIFIED CALCULATION AND METAL SUSPENSION SYSTEMS FOR ACOUSTICAL DETAILS FOR ALTERNATE COMPRESSION TILE AND LAY-IN PANEL CEILING SHALL BE INSTALLED POST TO ENGINEER AND ARCHITECT FOR i IN ACCORDANCE WITH ASCE 7 13.5.6,ASTM C636&E580 REVIEW AND APPROVAL I 2 ACT SEISMIC BRACING DETAIL A131 SCALE: NOT TO SCALE F - - - - - - - I 1771 HANGER WIRE 102 ACT GRID (E)ACT USG ACM7 SEISMIC USG ACM7 I _ _ EL= 14'-0"AFF SEISMIC CLIP CLIP ON TWO 8"TYP — ADJACENT SIDES' I ON TWO SIDES' MAX I I I WALL FINISH — PAINT COLUMNS BLACK TO TOP OF STARTING 1"ABOVE ACT I GYP BD CLG CEILING LINE TO 6" ABOVE ACT CEILING _pl LINE E ' DIMENSION TO ALIGN W/ PROFESSIONAL OF (E)GYP BULKHEAD I WALL MOULDING 7/8" 7/8" BOTTOM OF CEILING RECORD SEAL EL= 10'-0"AFF PAINT SALES FLOOR SIDE&BOTTOM, WALL MOULDING IPS-1,C-36 I EXTERIOR OR STARBUCKS SIDE, IPS-1,C-100 PERIMETER WALLS TFFR— S AR h (E)GYP BULKHEAD I — '_ ❑ COLUMN `G�,� C �T�� EL=9'-0"AFF PAINT ALL SIDES IPS-1,C-100 I _ — v ROBERT J.SARGENTI NOTE: POP RIVET ON SIDES W/0 SEISMIC CLIPS D - - - - - - - - - - - - - - - - - - - - - - - - - - - - No. C-31054 HIM III3 ACT SEISMIC PERIMETER DETAIL Rene 19 I 2 I A131 SCALE: 1 1/2"= 1'-0" Rene 9rF A302 I p` 12'DECO RING A133 PENDANT SEE ELECTRICAL ' I 8'DECO RING I PENDANT SEE SELF TAPPING SHT MTL 2 14 1/2"LONG MIN. ELECTRICAL-'— Al I ❑ _ _ SCREWS =� SEE DETAIL C ROOF DECK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RETROFIT EXISTING 124 DOWNLIGHTS FIXTURES, 123 SEE ELECTRICAL DWGS. PATCH AND REPAIR AS ° REQUIRED ° �� ` — 2"X 2"X 12 GA ANGLE MIN o LO ° ° ° r °p HOLES 5/8"FROM EA END. ® I 1z7 SPLAY WIRE SUBSTITUTION, 7 111A 111 1zs SUCH AS I-LAG 750SD,MUST i 114 156 I I 12 GA SPLAYED WIRE A332 I m _ 151 ,s7 1ss 117 Iso 1s1 I � BRACING W/(4)TIGHT BE APPROVED BY DESIGN U 119 117A 126 I TURNS TO CEILING PROFESSIONAL OF RECORD I I 118 ftff_L 1s2 107 — — 103 104A 120 I ,54 I 4 SEISMIC SPLAYED WIRE CONNECTION DETAIL U 100 ,00A 1006 104 110 108 A131 SCALE: NOT TO SCALE Q I 109 - 0 103ALL I 2 116 115 ® 1IF 71 163 164 A307 — — — — L Zr o 0 0 0 o 113 —� I q - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - LI to o ''0 0 0 0 0 o ACT-1 LJ� — — — — — — — — — EL=8'-6"AFF W I I I I I I I I I I I 2 2 4 4 ui (E)GYP BULKHEAD A301 A303 A331 A332 J EL= 10'-0"AFF PAINT ALL SIDES IPS-1,C-36 (E)ACT I I I I I I I EL= 10'-01/2"AFF Z 1 2 3 4 5 6 7 8 9 10 11 O O 00 N 1 REFLECTED CEILING PLAN A131 SCALE: 1/16"= 1'-0" PROJECT NUMBER: T-0738 CONFIG: LL DRAWN BY: J.P. RIOS CHECKED BY: G.ABREU-GARCIA REFLECTED CEILING PLAN PLAN NORTH 1/17/2019 10:47:42 AM