Loading...
11-354-022I. REMOVE RUBBER FILLER FROM STANDARD BEFORE GARCY IS PUT IN PLACE. 2. MASK TAPE STANDARD PORTION OF GARCY FOR ALL WALLS RECEIVING PAINT OR WALL COVERING, 3. CUT STANDARD PORTION OF GARCY TO EXPOSED LENGTH. A. SET GARCYS IN WALL PROVIDE FLOOR AND HEAD TRACK. 5. USE USER TO SET CONS15TENT HEIGHT OF STANDARD PORTION OF GARCYS -SCREW CLIP TOPS AND BOTTOMS. 6. INSTALL DRYWALL ON GARCY -AVOID DRYWALL FACTORY EDGE AGAINST STANDARD. (REGIUIRED EXCE551VE MUD BUILD UP) 7. FLAT TAPE DRYWALL AGAINST STANDARD, A. SAND MUD DOWN TO STANDARD TO AVOID EXCESS BUILD -UP. 9. APPLY ALL FINISH MATERIALS TO WALL PRIOR TO CUTTING OUT STANDARD SLOTS, 10, USE RAZOR BLADE TO CUT OUT STANDARD SLOTS -TOPS AND BOTTOMS OF ALL SLOTS MUST ALIGN, CUTS TO BE MADE INSIDE OF STANDARD SLOT. 11. WHEN COMPLETED, INSTALL 1RACKETS ON EACH STANDARD AND INSTALL ROD TO VERIFY ALIGNMENT. GENERAL NOTE: GARCY STUD #601 TYPE 'A' FOR USE WITH SUPER -LINE BRACKETS (WALL STANDARDS WITH 5/6" SLOTTING AT 1" O.C.), STUDS 3 54" WITH 1 /6' WALL THICKNESS. SEE ELEVATION DETAILS FOR LENGTH OF STUDS AND STANDARDS. ANCHOR CLIPS ARE PROVIDED AT TOP AND BOTTOM OF STANDARDS. BOX 15EAM -SE DWG A02.4 GARCY STUD INSTALLATION SEQUENCE �b2111A`IQIMON N.T.S. OTE M MECH FASTEN TO STRUCTURE SIZE GA PER MFR DETAIL BRACING HEIGHT BRACING SPAN (O -C-4 BRIDGING < 15' -0" REFER TO ELEV 20 YES 13' -0" 4' -011 NONE 6" 20 YES 13' -0" 41 -011 5 /i" GYP. BD, F p_a • GA HANGER WIRE 3 5/8" 16 YES 131_01, 4' -0" 046" OC 6" I• YES 1/2" PLYWOOD 0/ 5/6" GYP. BD. 4' -0" NONE 19' -0" ) 3 5/6" 16 0/ 3 5/5" METAL STUD 131 -011 41 -0" NONE ICTUR SECTIOPj 6" 16 YES 13' -0" 41 -0" NONE E RAW EDGE W TYPE 1 �--- MTL. IL' ANGLE FASTEN TO co Z Cn M WALL W/ CLIP. FASTEN Cn 0 M CARRY CHANNEL TO MTL. o cn M 'LI ANGLE W/ #10 -1 1/2" CJ M �CS'�l''" OOR SHEET MTL, SCREWS W awU_ + LL. 0 Z TOP OF 5OFF I T 1 1/2" CARRY CHANNEL AT t.i•�i CL 0 t ++ + + 112" PLYWOOD 0/ 4' -0" O.C. PROVIDE 3" MIN. C � to 1 " =1' -0" BB 5/8" GYP. BD. ON AT WALLS Z U a CD Jd A101BODEN °wo = 0 a m PILASTER FRONT CL W �in NN V)ow AND SOFFIT FRONT REVISIONS: -SIDE OF CABINET * REQUIRED BY �'i DATE + PIPE RAIL - 10' -9 1/2" B.O. SOFFIT 5/9" GYP. BD. RAW EDGE 7/9' METAL DRYWALL CHANNEL AT 16" O.G. P RIGHT ANGLE SEE DETAIL TO CARRY CHANNEL ATTATCH Z TOGETHER TOGETHER W/ METAL FURRING L/A125 _- CLIP OR TIE WIRE (2) 3 5/8" METAL ND-2 STUDS WITH PLYWOOD FILCH PLATE 1w_1r -0w CEILING 0 FITTING ROOM /DENIM ENTRY `. L DENIM WALL SECTION SEISMIC ZONE: 0 -20 2" X 2" X 15 GA ANGLES @ 45" MAX O.C. HORIZ. FASTEN TO WALL STUDS W/ 2 "X2 "XI6 GA, CLIPS I + I I 211 VARIES Ir ALI D I& PLYWOOD OVER 5/6" GYP. BD. OVER 3 5/6" OR 6" METAL STUD FASTEN TO GARCY STUDS W/ 2 - *14 TEK SCREWS -3 5/8" GARCY /STUD SEE PLAN FOR LOCATION. lu FLAT TAPE EDGE OF GYP, BD. P 20 3" 51 D STUD WD'3 I G.C. TO LASER -SET STANDARDS WITHIN GARCY /STUD PRIOR TO APPLYING FINISHES. GARCY WALL STUD LAYOUT 12' -0" A.F.F. ) 0/ 5/8" GYP. BD. 0/ 3 5/81' 4 121-011 ik TOP OF SOFFITY ) 0/ 51611 GYP. BD. FRONT AND SOFFIT FRONT . BLOCKING ONLY AT HERE THERE IS NO BOX )ETAIL L/Al2,5 101-9 1 /2" /L B.O. SOFFIT PPLIED BY OWNER, r G.C. a 0/ 1/2" GYP, OR 6" METAL iARCY" STUD GA ANGLES �.G. HORIZ. PLYWOOD 5EA1"1 01 -011 jk_ — FINISH FLOOR i I *too 000 Y e 00000 too Ali 1w_1" -0w 02SA101HODEN�1 H DENIM WALL ELEVATION HEIGHT SIZE GA SHEATHING (Y /N)•• BRACING HEIGHT BRACING SPAN (O -C-4 BRIDGING < 15' -0" 3 5/6" 20 YES 13' -0" 4' -011 NONE 6" 20 YES 13' -0" 41 -011 NONE 17' -011 - 19' -011 3 5/8" 16 YES 131_01, 4' -0" NONE 6" I• YES 13' -0" 4' -0" NONE 19' -0" ) 3 5/6" 16 YES 131 -011 41 -0" NONE ICTUR SECTIOPj 6" 16 YES 13' -0" 41 -0" NONE SEISMIC ZONE: 3 -4 HEIGHT SIZE GA SHEATHING (Y/N1140 BRACING HEIGHT BRACING SPAN (O.C.) BRIDGING < 151 -0" 3 5/8" 115 YES 131 -0" 41 -0" NONE 611 I8 YES 13' -0" 4' -01' NONE 17' -0" - 19' -0" 3 5/8" 16 YES 131 -0" 41 -011 NONE 6" I8 YES 13' -0" 41 -011 NONE CL 3 5/8" 16 YES 13' -011 41 -011 NONE ICTUR SECTIOPj 611 18 YE5 13' -0" 4' -0" NONE * THE DENIM WALL PARAMETERS LISTED ABOVE ARE FOR FREESTANDING AND DEMISING WALL CONDITIONS, s« SHEATHING SHALL GO ABOVE FINISHED CEILING HEIGHT (12' -0 ") ON EACH SIDE OF THE FRAMING. FOR DEMISING WALLS WITH COLUMNS, SHEATHING IS NOT NEEDED ON THE DEMISING WALL SIDE OF THE DENIM WALL, ASSUMPTIONS: DEFLECTION: L/240 SHELF WEIGHT: 25 PSF SHELVING LOADS TRANSMITTED TO GARCY STUDS STUDS SECURED TO STRUCTURE DENIM WALL MATRIX KOGRCY 5/8" GYP. BD. OVER 6" OR 3 5/5" METAL STUDS P 16" O.C. MAX. REFER TO CONSTRUCTION PLAN FOR STUD SIZE 4 LOCATION. LINE OF DEMISING WALL AND /OR ROUGH FRAMING 2" X 2" X 15 GA ANGLES • 45" MAX O.C. HORIZ. 3 5/9" GARCY WALL STUDS W/ 314" RECESSED STANDARD INSTALLED BY ELECTRICAL -` CONTRACTOR PER LOCAL CODE. 1" DIAMETER PIPE RAIL, ESCUTCHEONS t FITTINGS — I L3 3/6° -E) LENGTHS IS PIPE RAIL _L BE AND Z 0 C.) Z 5 .. w� CO x%V —Z 0w Z C CL W � cz.W.. ". U) Ito LU W 0 aI� Cl) W . .... : , ..0 i �I •Y Vi�W W1Y�`? �°���� I'-S• # z ~p38 � zWx d F K re s 15 2 C]50;1W Era- t_:! • U-C ,°..00I� O U n 2 pW� p WW, V y� W OpYC W�Y.�O 0v�< E • (� W N41Sp� N' �%j W P 3'� 9i 2 �y N• ���� IFS± Nr4P�W Uy,t ijW� ZV'ie mn MHO j N r_ 0 CID y N O O 04 LL. I 2' 6" ATTACH WITH (4) 1 7/16" 10 -24 WOOD 70 MIN. MIN, METAL SCREWS - TYP. (INCLUDED WITH 4- OF PIPE RAIL RETURN t ESCUTCHEON) ESCUTC14ION PIPE RAIL ABOVE DENIM CABINETS MEMO 4. REVISIN" 1. THISI 3IIErf K 0 SHRIEMSHOCK Shremshock Architects, Inc. Gerald S. Shremsheck, Architect 6130 S. Sunbury Rd. Westerville, OH 43041 t:6145454550 f:8145454555 1 .w _ — 1/211 PLYWOOD 0/ 1/211 11 1 r0. - - - -- ---------- _�_�� 6" METAL STUD I I I : I I II I � z U 3ro" :AII W 0 -5 V 0 � � t l" 80U FH E`11AP', r Y w UILD;NC, I)EP-r. a I I "U. I CL a0i I - 31 I - - - - - - - - - - - - - - - - - - - - - - - - ------ 4' -9 1/2" I 3" - - - - - - - - - - - - - 3' -0 1/2" 0 ICTUR SECTIOPj 2 VARIES REFER TO CONSTRUCTION PLAN -_ GYP. TO GYP. DRAWN QY: MDP E tz W <O rn w © LO co Z Cn M Cn 0 M o cn M CJ M �CS'�l''" OOR � W awU_ U LL. 0 Z Q .. N . t.i•�i CL 0 t U C � to 1 " =1' -0" BB LU v �• Z U a CD Jd A101BODEN °wo = 0 a m o m N CL W �in NN V)ow REVISIONS: -SIDE OF CABINET * REQUIRED BY �'i DATE I 2' 6" ATTACH WITH (4) 1 7/16" 10 -24 WOOD 70 MIN. MIN, METAL SCREWS - TYP. (INCLUDED WITH 4- OF PIPE RAIL RETURN t ESCUTCHEON) ESCUTC14ION PIPE RAIL ABOVE DENIM CABINETS MEMO 4. REVISIN" 1. THISI 3IIErf K 0 SHRIEMSHOCK Shremshock Architects, Inc. Gerald S. Shremsheck, Architect 6130 S. Sunbury Rd. Westerville, OH 43041 t:6145454550 f:8145454555 1 .w _ — 1/211 PLYWOOD 0/ 1/211 11 1 r0. - - - -- ---------- _�_�� 6" METAL STUD I I I : I I II I � II LO a I I "U. I f, - - - - - - - - - --- V -0 1/2" I - 31 I - - - - - - - - - - - - - - - - - - - - - - - - ------ 4' -9 1/2" I 3" - - - - - - - - - - - - - 3' -0 1/2" 0 2n 2 VARIES REFER TO CONSTRUCTION PLAN -_ GYP. TO GYP. DRAWN QY: RAW EDGE WALL BASE BELOW DENIM WALL PLAN 1 12" PLYWOOD 0/ 112" GYP. BD. 0/ 3 5/6" OR 6" METAL STUD _ WD 2 GYP. BD. 0/ 3 5/8" OR %V 6" METAL STUD : LO "U. �? DATE ISSUED: 02/18/11 0 *- DESIGNED BY: MB -_ DRAWN QY: MDP E tz CHECKED NY: KMM q , U DENIM WALL FACE OF SOFFIT ABOVE _ C CO (CABINET) LINE OF BASE BELOW - .0 NOTE TO ELECTRICAL CONTRACTOR: RAW EDGE r *z ONE (1) DUPLEX POWER OUTLET PER 0' C"C o SALES AREA DENIM SHELVING BAY. WALL BASE (D < c0 tom) BELOW DRAWING NUMBER: 1w'1'�Ou A 1 U o A