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HomeMy WebLinkAbout1V�ASHN6TONONIAN 2 ORAND r_,.,ORNER AVENUE 0XTHERSE3UR6;, YD 20515 STORE #414 SPORT�NG GOODS MM am WAS- -IN 0 A vm�l mimid) E. A =4 HIM k _V.. 0 11IM6111 I k Fk V10C E HERSCHMAN ARCHITECTS DICK S pon P101, 1 1 N I t-*, (-% M F) t-, n A 7 = n SPORTING GOODS TENANT ARCHITECT DICX'S SFORTM7 r-70ODS HERSC.,HMAN AR(:,,HlTECTS 500 INDUSTR`� DRIVE 25001 � EMER`� ROAD, SU I TE #400 PITTSE3URC7H, PA 15215 GLEVqLAND, OH 44125 GONTAGT: DIREGTOR OF GONSTRUGTION GONTAGT: AARON E3LUE PHONE: (124) 215.5400 PHON : (216) 225.5200 x245 FAX: (216) 225.3210 E-MAIL: ablue,@herschmanarchitects.ccm iii$La McHENRY & ASSOCIATES, INC. CONSULTING ENGINEERS MEP ENGINEER Mr,HENRY $ 550CIATES 25001 Emery Rztod, Suite, 200 �Narrereville Height5, OH 4412a-5621 C.ONTACT: MATT DAVIS PHONE: (216) 12.46016 FAX: (216) 2� E-MAIL: moil@�ichenryo55oricitr,5.rom NATIONAL VENDORS RESPONSIBILITY CHART PROJECT SUMMARY THORSON BAKER & Associates, Inc. Consulting Engineers STRUCTURAL ENGINEER THOR50N E3A<ER $ A550C.,IATE5 5030 NEST STREETSBORO ROAD RIC,HFIELD, OH 44286 r-,ONTAr-,.T: &ORDON E3AKER PHONE: (550) 65I1.66a8 FAX: (550) 651.6615 E-MAIL: qbaker@thcr5cnbaker.com THE NOR< COVERED 5`� THESE DOCUMENT5 15 THE RENOVATION OF AN EX15TIN6 TNO-5TORY DIG<'5 5FORTIN(5 60OD5. THE RENOVATIONS V41LL ONL"r AFFEGT THE FIRST FLOOR AND ARE LIMITED TO THE UNDER ARMOUR PADS AND AREA BETNEEN ESGALATOR5 (APPROX. 5,200 TOTAL 5OUARE FEET). EX15TIN(5 PROVIDED E6RE55 REMAINS UNAFFEGTED BY PROP05ED NOR< Throughout the droAings and specifications, all "National Ac -count Vendors" are, referenced by "Venclor Numbers" only. For additional -information on national account vendors, see-, Specifications Appendix A and also refer to drav4ings, for additional notes on installation. Matrix shovqn is summarization of Yqork Scope. Vendor No. Vendor: Contact Name: Email Address: Scope of Work: Purchased By Installed By Prototypical Lead Time # 1 Leiden Cabinet Matt Lukens 330-425-8555 x140 miukens@leidencabinet.com Casework/Millwork, Slatwall/Plas. Lam. Panels/MDF Panels D S 33 Vendor 8 weeks # 3 Inside Edge Ron Myers 651-389-4226 rmyers@iecis.com All Flooring Materials DS Vendor 9 weeks # 8 image One Rich Russo 215-826-0880 x 102 rrusso@imageoneind.com Graphic's DS Vendor 15 weeks LEFT ESCALATOR ELECTRICAL Al. I RIC70HT ESCALATOR ELEVATION - - - - AWE 'Pier -w -r Pc--. ATOR. ELECTRICAL A5.2 ESCALATOP, AREA PLAN A6.0 ELEVATION A&.OE _1040MEN'S INOMEN'5 ELEVATION ELECTRIC A6.1 MEN'5 EXTERIOR ELEVATION A&.2 HERO YiALL SECTION A&.5 HEPO KALL DETAILS A'7.0 BILLBOARD FRONT \AEA A'7.1 BILL50ARD BACK VIEY4 A1.2 151LLBOARD STRUCTURE A-13 51LL50ARD STRUCTURE A1.4 51LL50ARD OR055 SECTION A-15 51LLBOARD CONNECTIONS 51.0 NOTES 52.0 -STRUCTURAL 5TRXTUPAL DETAILS ELO ELECTRICAL PLANS E 0H. a fmi E Z 45, 20 20- BOO -0 U. A ',U 41 z r 6, 0 1"1,4,) 1 M g C R L.,J L- * 'm L. 1 C_ Z Z LLJ Z� 2 .4 E 41- V5 CU >. 41 4 06 4 1A GRAPHIC SYMBOLS ARCHITECTURAL NORTH OEILIN6 T'�PE CEILINO TA67 (HEIC7HT) BUILDIN6 SECTION MLL FIN15H TA6 YiALL SECTION ELEVATION TA& _0� EXTERIOR ELEVATION DOOR TAC7 El NINDON TAIS 14� INTERIOR ELEVATION5 E4\,�V:l ROOM TA6 ROOM NAME DETAIL TA6 REVI510N CL ABBREVIATIONS A.F.F. Above, Finish Floor EXP. Expansion N.I.C. Not In Contract A.67. Acoustical Coiling E.J. Ex onsion Joint N.T.5. Not To 5colo Tile E.I.F.5. EECIrior O.C1. On Center ADJ. Adjacent Insulation OPP. Opposite A.C. Air Conditioning Finish 5ystorn O.H. overhead ALTN. Alternate F.R.P. Fiberglass PR. Pair ALUM. Aluminum Reinforced PLA5. LAM. Plastic Laminate APPP. Approved Polyester PLYV0. Plyyioocl APPROX. Approximate F.R.T. Fire Rated P.V.C1. Polqvinyl Chloride, ARCH. Architectural Treated PRE -FAB. Prelobricoted A5PH. As halt F.F. Finish Floor P.T. Pressure, Treated AUTO. Automatic F.E. Fire Extinguisher REINF. Roinf orcoment AV6. Average F.O. Finished Opening RM. Roorn BLK. Block FT. Foot 5.A.T. Suspended 50. Board FT6. Footing Acoustical Tile B.U.R. Built-up Roof c7 A. 6ouge 50HED. Schedule G.B. Catch Basin (5.0. 6en. Contractor SIM. Similar G.O. Gloonout c7yp. C7YPSUM 50. Square C L 0. Closet H.V.A.C. Hooting, S.F. 5quaroFoot C.Vq. Cold Yiotor Ventilation 5.5. Stainless Steel COL. Column Air Conditioning 5TL. Steel CONC. Concrete H.M. Hollovi Metal 5TOR. Storage G.M.U. Concrete HORIZ. Horizontal 5TR. 5tructural Masonry Unit H.N. Hot Aoter TEL, Telephone CONT. Continuous HR. Hour T$6 Tongue $ 6roove CORR. Corridor IN. Inch T.O. TopOf CIR5. Courses IN5UL. Insulation or T.6. Top Of Cirodo VIA. Diameter Insulated T.O.5. Top Of Steel 0. 5. 6. Dick's Sporting INT. Interior T�P. Typical 600de, JAN. Janitor's Closet UNFIN. Unf inished DR. Door J.T. Joint U.N.O. Unless Noted 0.5. Domspout LAV. Lavatory Otherv0se ovq6. Prov4ing M.D.F. Medium Den5ity V.13. Vapor Barrier D.F. Drinking Fountain Fiberboard VERT. Vertical EA. Each M.H. Manhole VE5T. Vestibule E.A. Each Yioy MF6R. Monuf octurer V.C.T. Vinyl Composition ELEC. Electrical M.0. Masonry opening Tile EL. Elevation MAX. Maximum KH. Notor Hooter ELEV. Elevation MEGH. Mechanical N.N.F. &Idod Kro Fabric EQUIP. E%ulprnont MIN. Minhurn IN/ Alth E.F. Ex oust Fan MISC. Miscellaneous YVO Althout EXIST. Existing MTL. Metal VqD. )Nood SET BASED ON UNDER ARMOUR PLANS DATED 05/14/2013 DRAWING INDEX ARCHITECTURAL - 1. > z COVER SHEET V1.0 DEMOLITION FLOOR PLAN FT1.0 PH DEMOLITION 5ILLI3OAf;V D 1.:22 DEMOLITION ELEVATION DI.5 DEMOLITION ELEVATION ALO CON �TRUCTION PLAN ALI ELECTRICAL FLOOR PLAN A2.0 MEN'S FIXTURE PLAN A2.1 MEN'S FIXTURE "IMEN51ONS A2.2 Y40MEN'S FIXTURE PLAN A23 Y40MENS FIX71JRE "IMENSION5 A4.0 MEN'S FINISH PLAN A4.1 YSIOMEN'S FINISH PLAN A5.0 LEFT ESCALATOR ELEVATION A5.OE HE ) K&%LL 51DE ELE\/ATION �': OA LEFT ESCALATOR ELECTRICAL Al. I RIC70HT ESCALATOR ELEVATION - - - - AWE 'Pier -w -r Pc--. ATOR. ELECTRICAL A5.2 ESCALATOP, AREA PLAN A6.0 ELEVATION A&.OE _1040MEN'S INOMEN'5 ELEVATION ELECTRIC A6.1 MEN'5 EXTERIOR ELEVATION A&.2 HERO YiALL SECTION A&.5 HEPO KALL DETAILS A'7.0 BILLBOARD FRONT \AEA A'7.1 BILL50ARD BACK VIEY4 A1.2 151LLBOARD STRUCTURE A-13 51LL50ARD STRUCTURE A1.4 51LL50ARD OR055 SECTION A-15 51LLBOARD CONNECTIONS 51.0 NOTES 52.0 -STRUCTURAL 5TRXTUPAL DETAILS ELO ELECTRICAL PLANS E 0H. a fmi E "All v�ork, material5, and !By5tom5 5hov�n in the!Be plan5 and spelsification5, including all referenced national account5, i5 the 5ole, re5pon5libility of the, Landlord (and/or Landlord!5 6eneral Gontractor) to purisha5e,!Bisheclulo/ and in5tall cornplete, a5 5hovinl and referenced. Any reforence to "i5oncral Contractor" in tho5e, plan5 and/or 5pecificatior5 refor5 to the Landlord and "Landlord'5 (5oneral C.,ortractor". The. Tenant (Dick'5 Sporting (5oocb) ha5 no 5cope of Nork and/or re5ponsibility 5hoNn on the5e plar5 and/or 5perification5." AREA PLAN a, coll� 0".) 3 CO im C_') 6 LU C> to Design and construction documbnl%-_ as instrumeftts_ of service are '_ givtm In confidence and remain the property of Herschman Architects. The u s e of this design and these constru c tion documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date I Issue 05/24/2015 BIP/FERMIT 0 V - 1. > z I .5 U. z .2 % U W E I., U U 7 S gg" V -E Z > I 1 1-1-4 E r@ E U E 0H. a fmi E Z 45, 20 20- BOO -0 U. A ',U 41 z r 6, 0 1"1,4,) 1 M g C R L.,J L- * 'm L. 1 C_ Z Z LLJ Z� 2 .4 E 41- V5 CU >. 41 4 06 4 1A Drawn By: Dip IProject No.: 13550.00 U) 0 0 0 0 (49 z F= Ir 0 IF d LLJ _J CM LL1 cr) Lu a C-0 Z cr) 00 LL1 Cl) GERALD L. HERSCHMAN ARCHITE T 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-320 0 FAX (216) 223-3210 www.herschmanarchitects.com COVER SHE T1w0 COL P-1 DEMOLITION KEY NOTES: REMOVE UA VINYL FLOORING AND UA LOGO. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW UA FLOORING. ro*) REMOVE UA PILASTER ON BOTH WALLS. PATCH AND %1LJ REPAIR EXISTING SUBSTRATE TO RECEIVE NEW FINISH. ro`% REMOVE EXISTING DSG FLOORING. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW UA FLOORING. n ,4 REDUCE OVERALL HEIGHT OF WALL (SEE DRAWING D1.1) \Z./ TO NEW DIMENSIONS. PATCH AND REPAIR TO LEVEL 5 FINISH. EL1 ILIA BILLBOARD- INTERIOR EL-EVATIFIN ISCALE: 112' - 1/-0' REMOVE EXISTING BILLBOARD SIGNAGE AND LIGHTING AND ADJACENT RAILINGS. REMOVE DSG WALL FIXTURES. UA RESPONSIBLE TO REMOVE ALL TENSION WIRES/BANNERS AND MEDALLIONS DURING BILLBOARD INSTALLATION. DEMO EXISTING FITTING ROOM DOOR, SEE CONSTRUCTION PLAN FOR NEW DOOR LOCATION. GENERAL NOTE: GC TO PROVIDE ANY NECESSARY PARTITIONS AND DUST CONTROL MEASURES DURING DEMO/CONSTRUCTION. [EEL GUARDRAIL ONCRETE FLOOR SLAB 20 1- 1 " D FLOOR 17'-9 1/4 B/O STEEL -0 EDGE OF SLAB TOP C CHANNEL Y16 HORT OF VERTICAL RYWALL ON ESC. "'. % 10 Ile LL co e 40 Design and construction docum#nl-&._ as instruments of service are Ouvem in confidence and remain the pr�perty of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 BID/PERMIT 0 0 0 Drawn By: plip Project No,: 15550.00 0 0 (5 0 z FM T 0 W ci in LU CY LLJ CO ED 0 a: < z Cf) co LU (13 LO Cl) GERALD L. HERSCHMAN ARCHITECT 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-32 0 0 FAX (216) 223-3 210 www.herschmanarchitects.com BILLBOARD DEMOLITION Dlml DEMOLITION KEY NOTES: REMOVE UA VINYL FLOORING AND UA LOGO. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW UA FLOORING. REMOVE UA PILASTER ON BOTH WALLS. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW FINISH. /--'\ REMOVE EXISTING DSG FLOORING. PATCH AND REPAIR U15 EXISTING SUBSTRATE TO RECEIVE NEW UA FLOORING. REDUCE OVERALL HEIGHT OF WALL (SEE DRAWING D1.1) TO NEW DIMENSIONS. PATCH AND REPAIR TO LEVEL 5 FINISH. f -r -'N REMOVE EXISTING BILLBOARD SIGNAGE AND LIGHTING %IV AND ADJACENT RAILINGS. 14 1 -8 A. F. F. /--\ REMOVE DSG WALL FIXTURES. U11 UA RESPONSIBLE TO REMOVE ALL TENSION WIRES/BANNERS AND MEDALLIONS DURING BILLBOARD INSTALLATION, DEMO EXISTING FITTING ROOM DOOR. SEE CONSTRUCTION PLAN FOR NEW DOOR LOCATION. GENERAL NOTE: GC TO PROVIDE ANY NECESSARY PARTITIONS AND DUST CONTROL MEASURES DURING DEMO/CONSTRUCTION. - - - - - - - - - - F— --- — — — — — — — — — — — --- — — — — — — 7r- -2. DFqO. SECTION' - - - - - - - - - -- -- - - - - - - - UA MENS- INTERIOR EL EVATIIIN- RIGHT SIDE EL11 (LEFT SIDE MIRRORED) SCALE: 1/2' - 1'-0' REMOVE EXISTING GWB FROM EXISTING STUDS (BOTH SIDES) REMOVE TOP PORTION OF WALL AND FILLER WALL BEHIND NEW WALL HEIGHT 10 - 7 FILLER HEIGHT 10'-4" REMOVE UA PILASTER LOCATION AT RIGHT SIDE ESCALATOR & PATCH AS REQ'D. REMOVE EXISTING UA WALL FIXTURES AND GRAPHICS 01 C-) A ei, < Cn %* go's Design and construction documhn"K, as instrument$_of service are givern in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 05/24/2015 5ID/FERMIT 0 Drawn By: Plip Project No.: 15550.00 0 0 (5 0 z ca 6 -J M W —J CY C13 LLJ F - Z C0 co LLI U-) cc Cl) CO < 0 T1 0 DEMOLITION ELEVATION D1m2 REA IM A. F. F. DEMO EXISTING FITTING ROOM DOOR. SEE CONSTRUCTION PLAN FOR NEW DOOR LOCATION. LIA WOMENS- ELEVATION -RIGHT SIDE (LEFT EL11 SIDE MIRRORED) SCALE: 112' = 1'-0' REMOVE DSG WALL FIXTURES. DEMOLITION KEY NOTES: (D REMOVE UA VINYL FLOORING AND UA LOGO. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW UA FLOORING. REMOVE UA PILASTER ON BOTH WALLS. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW FINISH. (D REMOVE EXISTING DSG FLOORING. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW UA FLOORING. (D REDUCE OVERALL HEIGHT OF WALL (SEE DRAWING D1.1) TO NEW DIMENSIONS. PATCH AND REPAIR TO LEVEL 5 FINISH. REMOVE EXISTING BILLBOARD SIGNAGE AND LIGHTING AND ADJACENT RAILINGS. /;N REMOVE DSG WALL FIXTURES. U0 (D UA RESPONSIBLE TO REMOVE ALL TENSION WIRES/BANNERS AND MEDALLIONS DURING BILLBOARD INSTALLATION. t-O'N DEMO EXISTING FITTING ROOM DOOR. SEE \V CONSTRUCTION PLAN FOR NEW DOOR LOCATION. GENERAL NOTE: GC TO PROVIDE ANY NECESSARY PARTITIONS AND DUST CONTROL MEASURES DURING DEMO/CONSTRUCTION. ' tit% t 1" 60 C) LU < Z Lo Design and construction documbn-tf,_ as instrument$_of service a(.0'.04yon in confidence and rer6ain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 51DAPERMIT 0 0 0 0 0 0 a Drawn By: P -IF Project No.: 15550.00 CIO 0 0 0 0 0 z Fm Ir 0 (L (1) ca Cal UU UU CO ED a: Z co _J JC0 (9 LO Cr - CO I IFA IN 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-32 0 0 FAX (216) 223-3 210 www.herschmanarchitects.com DEMOLITION ELEVATION Dlm3 DEMOLITION KEY NOTES: REMOVE UA VINYL FLOORING AND UA LOGO. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW UA FLOORING. Q REMOVE UA PILASTER ON BOTH WALLS. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW FINISH. REMOVE EXISTING DSG FLOORING. PATCH AND REPAIR EXISTING SUBSTRATE TO RECEIVE NEW UA FLOORING. REDUCE OVERALL HEIGHT OF WALL (SEE DRAWING D1.1) TO NEW DIMENSIONS. PATCH AND REPAIR TO LEVEL 5 FINISH. rr-'N REMOVE EXISTING BILLBOARD SIGNAGE AND LIGHTING Q�j AND ADJACENT RAILINGS. REMOVE DSG WALL FIXTURES. UA RESPONSIBLE TO REMOVE ALL TENSION WIRES/BANNERS AND MEDALLIONS DURING BILLBOARD INSTALLATION. rO"� DEMO EXISTING FITTING ROOM DOOR. SEE W CONSTRUCTION PLAN FOR NEW DOOR LOCATION. GENERAL NOTE: GC TO PROVIDE ANY NECESSARY PARTITIONS AND DUST CONTROL MEASURES DURING DEMO/CONSTRUCTION. Design and construction documltn'%, as instrument$_,of service are.oivorn in confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 51D/PERNIT 0 Drawn By: Dip Project No.: 15550.00 0 0 (5 (45 z d -J M LL1 -J LU ED F- (D Z Ct) _J co a LLJ V- 02 (.9 U-) cr CO) Cl) < 0 Vqe- C.) I IFA IN 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-32 0 0 FAX (216) 223-3 210 www.herschmanarchitects.com DEMOLITION PLAN DlmO 4 CO W LU < LO Design and construction docum as instrument$_ of service ar.e-givern in confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05/:24/:2015 BID/PERMIT 0 0 0 0 0 Drawn By: pip Project No,: 15550.00 0 0 0 (5 z 0 (L CO Ca d CO LLI LLJ 2 LLI a: F - Z CO ()0 LLJ V- 02 (13 to Cr CO CO < ELECTRICAL GENERAL NOTES: CONTRACTOR TO VERIFY TYPES AND LOCATIONS OF ALL EXISTING ELECTRICAL SYSTEMS IN THE FIELD. F— — — — — — — — — L------ Il I M PROVIDE (1) 20 AMP CIRCUIT OUTLET — U— Co LSEE DRAWING A5.11E FOR CENTERED AT 9'-0" A.F.F. HEIGHT INFORMATION R A I— — L— — — — — — — — 1 MEN'S UA TRACK LIGHTING TO BE CENTERED ON HERO WALL. HT. TO MATCH TRACK LIGHTS ON BALANCE OF SAME FLOOR ON DSG EMS CIRCUIT. 1-8 3/4' PROVI�E 'J' BOX (NOT OUTLET) W/ 15AMP CIRCU� ON ENERGY MANAGEMENT SYSTEM (EMS) AT 181-4 0 A.F.F. ACCESS ON FRONT FACE OF WALL tHIND LOGO BOX (V.I.F. AND COORDINATE WITH ISTING CONDITIONS) PROVIDE (1) 20 AMP CIRCUIT OUTLET CENTERED AT 9'-0" A.F.F. SEE DF HOW ca i Ift ly-16, A5.OE FOR SEE DRAWING A6.OE FOR T4 3y HEIGHT INFORMAn TRACK LIGHTING TO BE CENTERED ON HERO WALL. HT. TO MATCH TRACK LIGHTS ON BALANCE OF SAME FLOOR ON DSG EMS CIRCUIT. E±D \\\/ WOMEN'S UA 00- mll LA i M M PROVIDE (1) 20 MP CIRCUIT OUTLET —CENTERED AT ll'—O" A.F.F. REFER TO DRAWING A6.OE FOR SPECIFIC LOCATION CUSTOM LIGHT FIXTURE BY UA — DSG TO PROVIDE JUNCTION BOX. BOTTOM OF LIGHT 13'—On A.F.F. NI ELECTRICAL KEY NOTES: 20 A CIRCUIT ON EMS CUSTOMER LIGHTING & ON HERO WALLS.. (D 20 A CIRCUIT LEAVE 25WHIP. EMS ALWAYS ON 24/7 Q 20 A CIRCUIT LEAVE 25'WHIP. EMS ALWAYS ON 24/7 @ 20 A CIRCUIT LEAVE 25'WHIP. EMS ALWAYS ON 24/7 Q 20 A CIRCUIT LEAVE 25'WHIP. EMS ALWAYS ON 24/7 to -3N 20 A CIRCUIT ON EMS FOR PORTAL WALL. 20 A CIRCUIT ON EMS FOR SURROUND WALL. foo"N CAT6 DATA LINE ra'*N 20 A CIRCUIT ON EMS EMBEDDED IN FLOOR FOR FIXTURES \.V CAT6 DATA WIRING FROM AV/DATA ROOM (VERIFY LOCATION IN FIELD) TO BILLBOARD J -BOX TO SURROUND WALLS AND PORTAL WALLS AND BACK TO BILLBOARD JACK. PROVIDE (1) 20 AMP CIRCUIT OUTLET & (1) CAT6 DATA ,--OUTLET RECESSED INTO FLOOR. MAIN ENTRANCE FRONT PROVIDE (1) 20 AMP CIRCUIT OUTLET & (1) CAN DATA OUTLET RECESSED INTO FLOOR. 0 E LIGHTING SCHEDULE: lvjt�?S.. 1. i,�oltogn OS pol, [-ecti-ifoi F(701',- - ioe"� J. Lxcc� qeia�,rs Aff as rer �rc�7"Ocf. (�5,VFRV 1--�Xry wi(i �ixluru eS, �7jbf-S, , —I ( -�,)s � for ro -lion i il. -,// , c rdv,�,, r c rl!�101. 110(ilro��ro( to orov'cic TYPE QTY. DESCRIPTION MANUFACTURER LOCATION LAMP FA 2 '10 suspe!�Jec �'US�J—' Pr-�Mjer ro'l Y-1 f'xture o,ov,Jeo A --noir. cm-� Lx�,,bi'tls [;e(pCnd"�:11k"r VVJ/" movilcd 0 X'—X" CJ Co C) V! CN P C> % % 1"'.141111111 tits Design and construction docu.Tn't� as instrument$_ of service are ivern in confidence and refti�in the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is striotly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05/24/2015 51P/FERMIT Drawn By: IProject No.: 15550.00 0 0 (45 0 z Fm Ir 0 I Cl) d LU I= CM Cr C13 ED F— Z C) CAT 6 DATA FROM 2 3 4 5 AV/DATA ROOM. LOCAT =— WH I P BOX ON IIST FLOOR CEILIN .3 DETERMINE BY DS(73 WHIP BOX R A I— — L— — — — — — — — 1 MEN'S UA TRACK LIGHTING TO BE CENTERED ON HERO WALL. HT. TO MATCH TRACK LIGHTS ON BALANCE OF SAME FLOOR ON DSG EMS CIRCUIT. 1-8 3/4' PROVI�E 'J' BOX (NOT OUTLET) W/ 15AMP CIRCU� ON ENERGY MANAGEMENT SYSTEM (EMS) AT 181-4 0 A.F.F. ACCESS ON FRONT FACE OF WALL tHIND LOGO BOX (V.I.F. AND COORDINATE WITH ISTING CONDITIONS) PROVIDE (1) 20 AMP CIRCUIT OUTLET CENTERED AT 9'-0" A.F.F. SEE DF HOW ca i Ift ly-16, A5.OE FOR SEE DRAWING A6.OE FOR T4 3y HEIGHT INFORMAn TRACK LIGHTING TO BE CENTERED ON HERO WALL. HT. TO MATCH TRACK LIGHTS ON BALANCE OF SAME FLOOR ON DSG EMS CIRCUIT. E±D \\\/ WOMEN'S UA 00- mll LA i M M PROVIDE (1) 20 MP CIRCUIT OUTLET —CENTERED AT ll'—O" A.F.F. REFER TO DRAWING A6.OE FOR SPECIFIC LOCATION CUSTOM LIGHT FIXTURE BY UA — DSG TO PROVIDE JUNCTION BOX. BOTTOM OF LIGHT 13'—On A.F.F. NI ELECTRICAL KEY NOTES: 20 A CIRCUIT ON EMS CUSTOMER LIGHTING & ON HERO WALLS.. (D 20 A CIRCUIT LEAVE 25WHIP. EMS ALWAYS ON 24/7 Q 20 A CIRCUIT LEAVE 25'WHIP. EMS ALWAYS ON 24/7 @ 20 A CIRCUIT LEAVE 25'WHIP. EMS ALWAYS ON 24/7 Q 20 A CIRCUIT LEAVE 25'WHIP. EMS ALWAYS ON 24/7 to -3N 20 A CIRCUIT ON EMS FOR PORTAL WALL. 20 A CIRCUIT ON EMS FOR SURROUND WALL. foo"N CAT6 DATA LINE ra'*N 20 A CIRCUIT ON EMS EMBEDDED IN FLOOR FOR FIXTURES \.V CAT6 DATA WIRING FROM AV/DATA ROOM (VERIFY LOCATION IN FIELD) TO BILLBOARD J -BOX TO SURROUND WALLS AND PORTAL WALLS AND BACK TO BILLBOARD JACK. PROVIDE (1) 20 AMP CIRCUIT OUTLET & (1) CAT6 DATA ,--OUTLET RECESSED INTO FLOOR. MAIN ENTRANCE FRONT PROVIDE (1) 20 AMP CIRCUIT OUTLET & (1) CAN DATA OUTLET RECESSED INTO FLOOR. 0 E LIGHTING SCHEDULE: lvjt�?S.. 1. i,�oltogn OS pol, [-ecti-ifoi F(701',- - ioe"� J. Lxcc� qeia�,rs Aff as rer �rc�7"Ocf. (�5,VFRV 1--�Xry wi(i �ixluru eS, �7jbf-S, , —I ( -�,)s � for ro -lion i il. -,// , c rdv,�,, r c rl!�101. 110(ilro��ro( to orov'cic TYPE QTY. DESCRIPTION MANUFACTURER LOCATION LAMP FA 2 '10 suspe!�Jec �'US�J—' Pr-�Mjer ro'l Y-1 f'xture o,ov,Jeo A --noir. cm-� Lx�,,bi'tls [;e(pCnd"�:11k"r VVJ/" movilcd 0 X'—X" CJ Co C) V! CN P C> % % 1"'.141111111 tits Design and construction docu.Tn't� as instrument$_ of service are ivern in confidence and refti�in the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is striotly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05/24/2015 51P/FERMIT Drawn By: IProject No.: 15550.00 0 0 (45 0 z Fm Ir 0 I Cl) d LU I= CM Cr C13 ED F— Z %%% t1111111tt, 1p, 060006, Ife 00 11 t C C) 'd c u imn 0 0 41 Design and construction m n as instruments - of service are -O -ern in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/:24/:2015 5ID/PERMIT 0 0 Drawn By: Project No.: 15550.00 (J) 0 0 0 (45 0 z Fm (r 0 Ca LU CY Lu a: ED Z C) LLJ 02 LO I= CO Cf) < a TV- (.) MENS FIXTURE PLAN A2ml %* % % 41 -a: pQ v& < % Design and construction Jdocumn as instrument$_ of service are_olmern in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 0542442015 BID/PERMIT Drawn By: ZQP Project No.: 15550.00 0 0 (5 (49 z Fm (r 0 W -J CO W CY LLJ LIU F- a: Z CO -J CO 0 W U-) CO CO a 71 WOMENS FIXTURE PLAN A22 C-) < LI) 6 *4z % 0 0' Id. I �flt' Design and construction docu as instruments - of service are ' Otven in confidence and remain the pr�p'erty of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05/:24/:2015 5ID/PERMIT Drawn By: Dip Project No.: 15550.00 0 0 z Fm T 0 :JL1 ci In LU a: cm LIJ a: C*3 53 0 F- (D Z 00 CO LU LO Cf) C) a Vqe- WOMENS FIXTURE PLAN A23 A "o -s 4,W LLI < 0 C/) Design and construction docum?Jn%_ as instrument$_of service ara,,V1,vf9'n in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 5ID/PERMIT Drawn By: Project No.: 15550.00 0 0 (45 0 z CO d LU I L cr ED (0 a: 't Z CO CO LLJ CO CO < V a V-- im DSG CONSTRUCTION: ORDER AND INSTALL NEW CARPET IN FITTING ROOM TO MATCH EXISTING. I 1-5 3/y I =7`- M E N'S U A We 0 U1 RAN 00 - I VF -02 �7 <1> V DSG CONSTRUCTION- ORDER AND INSTALL NEW CARPET IN FITTING ROOM TO MATCH EXISTING. f-61/2' M 16-11 1/� V-21/4' 3 3/4' 64 01 WOMEN'S UA Y�W-111 on rac MAIN ENTRANCE FRONT MATERIAL SCHEDULE TAG# DSG# DESCRIPTION IMANUFAC. VF -01 CONCRETEALCANTARA CS 0562-CPH 36" X 36" CENTIVA Vnn F -U/- If BORDER: MS6004GS, 1 x 36" STRIP CENTIVA VF -03 WOOD: HONEY OAK WP3354ERU, 3111106 If CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or DARK ACCENT) SHERWIN WILLIAMS P-3 P91 #SW7063 NEBULOUS WHITE (NEUTRAL WALLS) SHERWIN WILLIAMS P-4 P104 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN WILLIAMS P-5 #SW7019 GAUNTLET GRAY (MENS BRICK) SHERWIN WILLIAMS P-6 #SW7014 EIDER WHITE (WOMENS BRICK) SHERWIN WILLIAMS 0 WALL FINISH SYMBOLS r----1 FLOOR FINISH KEY NOTES 1. 1" ACCENT BETWEEN FLOORING MATERIALS. 6.3" X 36" PLANKS, INSTALLED PERPENDICULAR TO MAIN AISLE. 7.36" X 36" TILE, INSTALLED PERPENDICULAR TO MAIN AISLE. NOTE: FLOORING CONTRACTOR TO ADD VINYL BASE AS NECESSARY. . 4D % 0 Vq LU < I-- Cn % Design and construction doc u �n as instrument$_of service arp,olva7n in confidence and remain the property of Herschman Architects, The use of this design and these construction documents for purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/:24/:2015 BID/PERMIT 0 0 0 0 IDrawn By: rl>ljp I Proiect No.: 15550.00 0 0 (45 (5 0 I 0 Ca d -J in LU -J CY L L J a: C*3 ED 0 F- CO Z _J lk co 5 J Go LL1 T- 02 (13 to Cr - CO V 1111001 N WA 10w, IM&A"11 A 10 N 0 0 in IX VF -02 < >r / 11-39 IT W.4 C�4 DSG CONSTRUCTION: ORDER AND INSTALL NEW CARPET IN FITTING ROOM TO MATCH EXISTING. 1'-6 1/2' N 15'-11 1/4" VL3/ 1'-2 1/4' WOMEN'S UA Y341-1 1 "T GRAIN 1 '- 6c" 1 A �2 00 I CIO I C-0 - I I 00 C-4 :�Z? Cn - I Lc,:. C14 LC -3 MATERIAL SCHEDULE TAG# DSG# DESCRIPTION I MANUFAC. VF -01 CONCRETEALCANTARA CS 0562-CPH 36" X 36" CENTIVA VF -02 BORDER: MS6004GS, i If x 36" STRIP CENTIVA VF -03 WOOD: HONEY OAK WP3354ERU, 3"x36 11 CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or DARK ACCENT) SHERWIN WILLIAMS P-3 P91 #SW7063 NEBULOUS WHITE (NEUTRAL WALLS) SHERWIN WILLIAMS P-4 P1 04 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN WILLIAMS P-5 #SW7019 GAUNTLET GRAY (MENS BRICK) SHERWIN WILLIAMS P-6 #SW7014 EIDER WHITE (WOMENS BRICK) SHERWIN WILLIAMS 0 WALL FINISH SYMBOLS F7771 FLOOR FINISH KEY NOTES 1. 1" ACCENT BETWEEN FLOORING MATERIALS. 6. 3" X 36" PLANKS, INSTALLED PERPENDICULAR TO MAIN AISLE. 7.36" X 36" TILE, INSTALLED PERPENDICULAR TO MAIN AISLE. NOTE: FLOORING CONTRACTOR TO ADD VINYL BASE AS NECESSARY. %% t%111111910' ,, . Itt CJ C5 *,:z - LU # < 'Cln) 6, 05. oi Design and construction docu �� as instrument$_ of service ar.p,oiven in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05424/2015 13ID/PERMIT 0 0 Drawn By: rl>.JP Project No.: 15550.00 0 0 0 (5 z F= T 0 IL 0 W LL1 -J Cr CY L.0 Ir CO ED 0 a: Z LL1 U) Cf) WOMENS FINISH PLAN A4ml METAL CAP ASSEMBL INSTALLATION BY DG, (SEE DETAIL `I/A6.2� 1 )1 ALUM. REVEAL - SEE DETAIL 1/A6.2 SURFACE MOUNTED I FABRICATION & INST) (SEE DETAIL 1/A6.2 MELAMINE APPLIED I KEY ITEM SURROUNI INSTALLATION BY GC CANOPY W1 DECORA INSTALLATION BY GC UA 111 " WALL UNIT SURROUND WALL FR INSTALLATION BY GC COLUMN / HEADER INSTALLATION BY GC FILLER WALL ASSEME PLYWD BLOCKING - UA 70" WALL UNIT APPLIED 1/8 1) ALU M PLATE WALL TREATMI SYMBOLS 0 WALL FINISH I ] FLOOR FINISH KEY NOTES 2. DSG SOFFIT. 3. FABRIC FRAME GRAPHIC, REAR ILLUMINATED, MOUNTS BETWEEN TRIM. 4. UA BOX SIGN WITH PUSH THROUGH LETTERS, INTERNALLY ILLUMINATED. MATERIAL SCHEDULE 1TAG#1DSG#1 DESCRIPTION I MANUFAC. I VF -01 CONCRETEALCANTARA CS 0562-CPH 36" X 36" CENTIVA VF -02 BORDER: MS6004GS, 1 lix 36" STRIP CENTIVA VF -03 WOOD: HONEY OAK WP3354ERU, 3111106 11 CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or SHERWIN DARK ACCENT) WILLIAMS P-3 P91 #SW7063 NEBULOUS WHITE (NEUTRAL SHERWIN WALLS) WILLIAMS P-4 PI 04 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN WILLIAMS P-5 #SW7019 GAUNTLET GRAY (MENS BRICK) SHERWIN WILLIAMS P-6 #SW7014 EIDER WHITE (WOMENS BRICK) SHERWIN WILLIAMS ELEVATION AT ESCALATOR El IELEVATION- MENS SC.,ALE 142 11 = 1 1-011 �. F. F. INISH -OOR 4 "A. F. F. STEEL �LL ILLBOARD 65 �z 0:: P" V - Design and construction documOn'te, as instrument$_ of ser v ice ar,e,,O.Vevn in confidence and reftiain the property of Herschman Architects. The use o f this design and these constr u ction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/:24/2015 51D/FERMIT 0 0 Drawn By: plip Project No.: 15550.00 0 0 (5 0 z F= T 0 ca LU CM Liu a: co ED 0 Ito z C) cr) co LLJ 10 L0 III= CO Cf) < 0 qt 0 T— LEFT ESCALATOR ELEVATION A5mO WALL BEH P-94 BLACK CC No M61 I IJW WALL ESCALATO[ UW TRAY 0 WALL FINISH KEY NOTES SYMBOLS r--71 FLOOR FINISH 2. DSG SOFFIT. 3. FABRIC FRAME GRAPHIC, REAR ILLUMINATED, MOUNTS BETWEEN TRIM. 4. UA BOX SIGN WITH PUSH THROUGH LETTERS, INTERNALLY ILLUMINATED SIDE El IELEVATION- HERO WALL SGALE 1/211 = 11—c)il MATERIAL SCHEDULE TAG # DSG # DESCRIPTION IMANUFAC. VF -01 CONCRETEALCANTARA CS 0562-CPH 36" X 36" CENTIVA VF -02 BORDER: MS6004GS, 1 "x 36" STRIP CENTIVA VF -03 WOOD: HONEY OAK WP3354ERU, 3"x36 It CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or SHERWIN Za: % Design and construction documbn"K, as instrument$_ of service are ' overn in confidence and rehiain the property of Herschman Architects The use o f this design and these constru c tion documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 5ID/PERMIT 0 Drawn By: r2lip Project No.: 15550.00 0 0 (45 0 z Fm T 0 (L 0) CA 6 —J co LU 0 cm LLJ C0 ED 0 (D Z cf) co a LU to c.) HERO WALL SIDE ELEVATION A5mOA DARK ACCENT) WILLIAMS P-3 P91 #SW7063 NEBULOUS WHITE (NEUTRAL SHERWIN WALLS) WILLIAMS P-4 P104 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN I WILLIAMS P-5 #SW7019 GAUNTLET GRAY (MENS BRICK) SHERWIN WILLIAMS P-6 #SW7014 EIDER WHITE (WOMENS BRICK) SHERWIN WILLIAMS Za: % Design and construction documbn"K, as instrument$_ of service are ' overn in confidence and rehiain the property of Herschman Architects The use o f this design and these constru c tion documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 5ID/PERMIT 0 Drawn By: r2lip Project No.: 15550.00 0 0 (45 0 z Fm T 0 (L 0) CA 6 —J co LU 0 cm LLJ C0 ED 0 (D Z cf) co a LU to c.) HERO WALL SIDE ELEVATION A5mOA „' "k11 'I&IIIIIII&JO, 1” . %I j,�k P. - *'S �V ' C C) Z- 4 (n < % Design and construction docum&ntf,_ as instrument$_,of service are,otvi�rn in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05424/2015 13ID/PERMIT 0 Drawn By: Dip Pirnipet No.: 15550.00 CD 0 0 0 0 0 z FM It 0 Ca .J CO LU -J CY LJJ M ED 0 F- CD a: qe < >- Z 0 CO CO LLJ LO Cr CO) Cf) < Inqw(.) V- L) C' < Z C/) A. % %%% it Design and construction clocu777 as instruments_ of service are 'Vivern in confidence and remain the property of Herschman Architects. The use o f this design and these construction documents for purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05/24/2015 BIPMERMIT 0 0 Drawn By: rl>.JP Project No.: 15550.00 0 0 z Fm (r 0 ca 6 -J M W a: UJ CC LLJ 0 a: Z C0 00 W U) Cl) RIGHT ESCALATOR ELEVATION A5ml I N 0 WALL FINISH KEY NOTES SYMBOLS I FLOOR FINISH 2. DSG SOFFIT. 3. FABRIC FRAME GRAPHIC, REAR ILLUMINATED, MOUNTS BETWEEN TRIM. 4. UA BOX SIGN WITH PUSH THROUGH LETTERS, INTERNALLY ILLUMINATED. 2'-3" 17 --- tl-1­1 ...... t17 - F i M 2 -10 TAG# DSG# DESCRIPTION 231-4" ------- CONCRETEALCANTARA CS 0562-CPH 36" X 36" CENTIVA VF -02 ---------------------------- 231-4" CENTIVA VF -03 WOOD: HONEY OAK WP3354ERU, 3"x36" CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or DARK ACCENT) SHERWIN WILLIAMS 2 1" #SW7063 NEBULOUS WHITE (NEUTRAL WALLS) 2 P-4 P104 2 SHERWIN WILLIAMS P-5 66' #SW7019 GAUNTLET GRAY (MENS BRICK) 2 1 2- 2 2 2'-3" 17 --- tl-1­1 ...... t17 - F i M 2 -10 ELEVATION AT ESCALATOR El JELECTRICAL ELEVATION- MENS I SCALE 1/411 = 1 1-011 1'-11 112" M C10 MATERIAL SCHEDULE TAG# DSG# DESCRIPTION 231-4" VF -01 ELEVATION AT ESCALATOR El JELECTRICAL ELEVATION- MENS I SCALE 1/411 = 1 1-011 1'-11 112" M C10 MATERIAL SCHEDULE TAG# DSG# DESCRIPTION IMANUFAC. VF -01 CONCRETEALCANTARA CS 0562-CPH 36" X 36" CENTIVA VF -02 BORDER: MS6004GS, 1 fix 36" STRIP CENTIVA VF -03 WOOD: HONEY OAK WP3354ERU, 3"x36" CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or DARK ACCENT) SHERWIN WILLIAMS P-3 P91 #SW7063 NEBULOUS WHITE (NEUTRAL WALLS) SHERWIN WILLIAMS P-4 P104 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN WILLIAMS P-5 #SW7019 GAUNTLET GRAY (MENS BRICK) SHERWIN WILLIAMS P-6 #SW7014 EIDER WHITE (WOMENS BRICK) SHERWIN WILLIAMS PROVIDE V BOX, NOT OUTLET W/ 15 AMP CIRCUIT ON ENERGY MANAGEMENT SYSTEM (EMS) - ACCESS ON FRONT FACE OF WALL BHIND LOGO WALL RECESSED LED DOWNLIGHT PROVIDED BY PREMIER, INSTALLED BY IMAGE1 PROVIDE POWER (1) 20 MP CIRC. OUTLET TO BE ON ENERGY MANAGEMENT SYSTEM (EMS) %% ttlitlertf, 'j., . LL - 0 W LU val so Design and construction d7. 7, as instrument$_ of service are Oven in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Hersrhman Architects, Incorporated. Date Issue 05/:24/:2015 51 D/FERM I T 0 Drawn By: VIP Project No,: 15850.00 (J) 0 0 0 (5 0 z F= T 0 ca W 0 CM Cl) LU F - Z 0 CIO co W V- 02 o CJ x. - C'5 6'z 0 Vq UJ 1-- U-) 'M % Design and construction docu.77, as instrument$_,of service are- givern in confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other then the specific project named herein is strictiy prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 5ID/PERMIT 0 Drawn By: rl>.JP IProject No.: 15550.00 0 0 (5 (5 z Fm Ir 0 .J ca LU —J CM LLJ 00 ED 0 F - Z 0 C0 Go LU V- 0 2 (13 Lo CO 0 . ESCALATOR AREA PLAN A52 SYMBOLS 0 WALL FINISH KEY NOTES FLOOR FINISH 2. DSG SOFFIT. 3. FABRIC FRAME GRAPHIC, REAR ILLUMINATED, MOUNTS BETWEEN TRIM. 4. UA BOX SIGN WITH PUSH THROUGH LETTERS, INTERNALLY ILLUMINATED. MATERIAL SCHEDULE TAG# DSG# DESCRIPTION IMANUFAC. VF -01 CONCRETEALCANTARA CS 0562-CPH 36" X 36" CENTIVA VF -02 BORDER: MS6004GS, 111 x 36" STRIP CENTIVA VF -03 WOOD: HONEY OAK WP3354ERU, 311 x36 If CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or DARK ACCENT) SHERWIN WILLIAMS P-3 P91 #SW7063 NEBULOUS WHITE (NEUTRAL WALLS) SHERWIN WILLIAMS P-4 P104 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN IAIII I IA"Q P-5 #SW7019 GAUNTLET GRAY (MENS BRICK) ENS BRICK) /A6.2 SHERWIN WILLIAMS SHERWIN WILLIAMS co (n *1— < En Nm* 0 'd, goat"#** Design and construction docurnitn"ts, as instrument.5_of service are ' otva-n in confidence and remain the property of Herschman Architects. The use o f this design and these constru c tion documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 510/FER.MIT 0 Drawn By: Project No.: 15550.00 0 0 (5 0 z FM T 0 CID d CIO LLI 0 J= CM LU Cr ED F- a: < >- Z 0 C0 co LU co V) A6mO SYMBOLS 0 WALL FINISH KEY NOTES FLOOR FINISH 2. DSG SOFFIT. 3. FABRIC FRAME GRAPHIC, REAR ILLUMINATED, MOUNTS BETWEEN TRIM. 4. UA BOX SIGN WITH PUSH THROUGH LETTERS, INTERNALLY ILLUMINATED. MATERIAL SCHEDULE TAG#JDSG# DESCRIPTION I MANUFAC. VF -01 CONCRETEALCANTARA CS 0562-CPH 36" X 36" CENTIVA VF -02 BORDER: MS6004GS, 1 fix 36" STRIP CENTIVA VF -031 WOOD: HONEY OAK WP3354ERU, 3111106" CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or SHERWIN DARK ACCENT) WILLIAMS P-3 I P91 J#SW7063 NEBULOUS WHITE (NEUTRAL SHERWIN WALLS) WILLIAMS P-4 P104 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN %All[ I IAKA 1 0 P-5 #SW7019 GAUNTLET GRAY (MENS BRICK) SHERWIN WILLIAMS P-6 #SW7014 EIDER WHITE (WOMENS BRICK) SHERWIN I VVILLIt'NIVIO 2 1 " 2 -4 ELEVATION AT ESCALATOR El 1EXTERIOR ELECTRICAL ELEVATION WOMEN'S SC,ALE 1/2 11 = 11-011 LET, HORIZONTAL ]EMENT SYSTEM (EMS) BY PREMIER, -LET TO BE % co *�z J < U) Design and construction documNnl%�_ as instrument$_ of service arp,,overn in confidence and reMain the property of Hersohman Architects. The use o f this design and these constr u ction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/:24/:2015 BID/FERNIT 0 Drawn By: PIP Project No.: 15550.00 0 0 (5 A ca —J 00 LU CM LU CO Liu 0 F- Co a:,Rt <>.Z 0<— 00 -Jj co UJ Cl) Cl) < WOMENS ELEVATION ELECTRICAL A6mOE ? 8 -4" I 2 - 10" 9'-5" J 1-9 2 1 " 2 -4 ELEVATION AT ESCALATOR El 1EXTERIOR ELECTRICAL ELEVATION WOMEN'S SC,ALE 1/2 11 = 11-011 LET, HORIZONTAL ]EMENT SYSTEM (EMS) BY PREMIER, -LET TO BE % co *�z J < U) Design and construction documNnl%�_ as instrument$_ of service arp,,overn in confidence and reMain the property of Hersohman Architects. The use o f this design and these constr u ction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/:24/:2015 BID/FERNIT 0 Drawn By: PIP Project No.: 15550.00 0 0 (5 A ca —J 00 LU CM LU CO Liu 0 F- Co a:,Rt <>.Z 0<— 00 -Jj co UJ Cl) Cl) < WOMENS ELEVATION ELECTRICAL A6mOE 2ND LEVEL FINISHED FLOOR BEYO� D 20'-1 A.F.F ELEV. 18 10 A B/O OPENING STEEL IN ABOVE PLYWD BLK'G TO C"i A- 17 - 9 1/4 A.F.F. C"i Qc> BRICK PILASTER no LOWER AREA OF ESCALAJOR PAINT DSG P-94 ELEVATION AT ESCALATOR El 1EXTERIOR MENS APPEARL [SCALE 1/211 = 11-011 SYMBOLS 0 WALL FINISH KEY NOTES FLOOR FINISH 2. DSG SOFFIT. 3. FABRIC FRAME GRAPHIC, REAR ILLUMINATED, MOUNTS BETWEEN TRIM. 4. UA BOX SIGN WITH PUSH THROUGH LETTERS, INTERNALLY ILLUMINATED. LIFT AND DROP GRAPHIC' PAINT P-94 EQ. 1-11 5/8" V-11 5/8" 1 V-11 5/8" 1 V-11 5/8" 1 V-11 5/8" 1 1'- 11 5/8" 1 1'-11 5/8- 1 V-11 5/8" 1 1'-11 5/8"11 - 11 5/8 EQ 6" 21'-10" [6" 11 MATERIAL SCHEDULE TAG# DSG# DESCRIPTION MANUFAC, VF -01 CONCRETEALCANTARA CS 0562-CPH 3611 X 3611 CENTIVA VF -02 BORDER: MS6004GS, 1 "x 36" STRIP CENTIVA VF -03- WOOD: HONEY OAK WP3354ERU, 3111106" CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or DARK ACCENT) SHERWIN WILLIAMS P-3 P91 #SW7063 NEBULOUS WHITE (NEUTRAL WALLS) SHERWIN WILLIAMS P-4 P104 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN WILLIAMS P-5 I #SW7019 GAUNTLET GRAY (MENS BRICK) SHERWIN WILLIAMS P-6 I #SW7014 EIDER WHITE (WOMENS BRICK) SHERWIN WILLIAMS >< OSG P94 1 EQ. 1-11 5/8" V-11 5/8" 1 V-11 5/8" 1 V-11 5/8" 1 V-11 5/8" 1 1'- 11 5/8" 1 1'-11 5/8- 1 V-11 5/8" 1 1'-11 5/8"11 - 11 5/8 EQ 6" 21'-10" [6" 11 MATERIAL SCHEDULE TAG# DSG# DESCRIPTION MANUFAC, VF -01 CONCRETEALCANTARA CS 0562-CPH 3611 X 3611 CENTIVA VF -02 BORDER: MS6004GS, 1 "x 36" STRIP CENTIVA VF -03- WOOD: HONEY OAK WP3354ERU, 3111106" CENTIVA P-1 P88 #SW6869 STOP SHERWIN WILLIAMS P-2 P89 #SW6991 BLACK MAGIC (SIGNBOX or DARK ACCENT) SHERWIN WILLIAMS P-3 P91 #SW7063 NEBULOUS WHITE (NEUTRAL WALLS) SHERWIN WILLIAMS P-4 P104 #SW7015 REPOSE GREY (NEUT. WALLS) SHERWIN WILLIAMS P-5 I #SW7019 GAUNTLET GRAY (MENS BRICK) SHERWIN WILLIAMS P-6 I #SW7014 EIDER WHITE (WOMENS BRICK) SHERWIN WILLIAMS METAL CAP ASSEMBLY - FABRICATION & INSTALLATION BY DGS VENDOR (SEE DETAIL 1/A6.2) 1" ALUM. REVEAL - INSTALLATION BY GC (SEE DETAIL I/A6.2) DSG VALANCE: PL -42 PROVIDE 3/4" FRT PLYWD BLOCKING BEHIND GYPED UP TO 18'-10" AFF. DRYWALL TRIM BY GC - P-94 EXISTING WALL FRAMED MIRROR IN FOREGROUND GC TO ORDER DSG STANDARDS AND HARDWARE AS PART OF SCOPE SINCE STORE DOES NOT HAVE EXISTING STANDARDS. 'Z� cS Co JOZ. U - LU % - < W % 9600*0*0 Design and construction docu as instrument$_ of service are 'Vivern in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/:24/2015 5ID/PERMIT Drawn By: Pip Project No.: 15550.00 0 0 0 0 z F= T 0 Ca -J in LU 0 a: cm L.0 Cc 2 LLJ 0 a: F- (0 Z CO coo LLI LO 1= MENS EXTERIOR ELEVATION A6ml 2 " I -1-SECTION HERE WALL- SCoLE: 3/4'-1/-0' L 11-211 FRY REGLET VEAL)FINISH SH STAINLESS ALUMINUM dINE -L PRELIMINARY DRAWING NOT FOR CONSTRUCTION NOTE TO BUILDER-. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO BUILDING FINISHES: RP-2 SHERWIN WILLIAMS #6991 BLACK MAGIC e-9 SHERWIN WILLIAMS SILVER GENERAL NOTE: 1. ALL ELEMENTS., DIMENSIONS., MATERIALS AND FINISHES GIVEN ARE PRELIMINARY, PRIOR TO CONSTRUCTION., THE FINAL DRAWINGS OF ALL ELEMENTS MUST BE REVIEWED, FINISH NOTE: 1. WALL TO BE FINISHED W/ A 'LEVEL 5 TEXTURE' WITH 2 COATS OF PRIMER AND PAINT W/ A /EGGSHELL/ SHEEN PAINT 'Z� C < C; I.— Design and construction clocuml!110-6, as instrument$_ of service are ' ovvern in confidence and remain the property of Herschman Architects, The use o f this design and these constru c tion documents for purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 5ID/FERMIT 0 0 0 0 0 III 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Drawn By: VJP Project No,: 15550.00 0 0 (5 (5 z coo W —J cm UU a: ED a: < z CIO -J JC0 W Cf) CO < I IFA IN 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-32 0 0 FAX (216) 223-3 210 www.herschmanarchitects.com HERO WALL SECTION A62 3 5/8' MTL, STUDS 5/8' GYP, BD. ON 0 SIDE. N.T.S. 5/— // r—, v �D 1:) -n D2 IDETAIL 5(f,,ALI= 511 = I I-oll 6/1 MTL. STUDS W/ 5/8// GYP, BD. ON BOTH SIDES 3 //// /4 THICK WOOD TRIM- PAINTED P-34 5/8' THICK WOOD TRIM- PAINTED P-34 5/8' G Y P. B D. b METAL STUDS @ 16// 0. C. LINE OF ESCALATOR EDGE SLOPED WALL INFILL FRAMING BETWEEN HERD WALL AND ESCALATOR ASSEMBLY 3/4" BLOCKING AS REQUIRED (TYP,) 3/4' BLOCKING AS REQUIRED (TYP.) I -DETAIL @ REVEAL (HERO WALL) SCALE: 1/2' = 1`10' ETAL FRAMING ED /HEARTBEAT/ LOGO ACKGROUND BEYOND 'KING AS -- D (T Y P.) NDER ARMOUR LOGO BEYOND ACK LIT PUSH THROUGH PLEX 63 THICK ALUMINUM - LACK POWDER COAT PER U,A. INISH BOTTTOM EDGE RY REGLET DRMF-625-100 OP OF REGLET LEVEL N EACH SIDE IALL PAPER OVER GYP, BOARD ` TYPE X' CJ ""o U.. 41- % X % Design and construction documfnl-s._ as instrument$. of service are_,overn in confidence and remain the property of Herschman Architects, The use of this design and these construction documents for purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05424/2015 BID/PERMIT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Drawn By: r2lip Project No.: 15550.00 0 0 (45 (5 (L CD W 6 LLJ CY LLJ CO LU F - Z cr) co LLJ U-) I= CO < HERO WALL DETAILS A63 ANY ADDITIONAL ELECTRICAL WORK FOR BILLBOARD NOT INCLUDED IN THESE DOCUMENTS IS RESPONSIBILITY OF UA PREMIER TEAM. ENTIRE BILLBOARD ASSEMBLY BY UA, XXN[ITE: SLATWALL CAN BE POWER REQUIREMENTS/ DATA CABLE: REMEVED IF NEEDED -(4) 20 AMP QUAD OUTLETS ON (4) CIRCUITS -(2) CAT 6 DATA CABLE� (1) AUDIO AND (1) CONTENT —1 CONNECTION BY UA A 41 La 41 47 —q 47 a I a a I Lv-� I NEW RAILING J i BACK VIEW (FINISHED) SCALE: I' = 1`0' SS PANEL DETAIL - N, T, S, 30'x3O' SCREW [IN ACCESS :IANEL, (POWER AND DATA �CCESS BEHIND SLATWALL) .INE -[]F -2ND FLOOR FINISHED FLOOR "ERS MOUNTED IDERSIDE [IF (T Y P,) 11 �k , 'Itillift't", I, , I 11.10 LLJ < Design and construction docum#nls,_ as instrument$_.of service are ' ouvern in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects. Incorporated. Date I Issue 05/24/2015 15ID/FERMIT Drawn By: P -JF Project No.: 15550.00 0 0 (5 (45 z W d -J M CM LU CO ED 0 �- CID a: l - <>.Z 0<— co co cl) CO < BILLBOARD REAR ELEVATION AT1 ANY ADDITIONAL ELECTRICAL WORK FOR BILLBOARD NOT INCLUDED IN THESE DOCUMENTS IS RESPONSIBILITY OF UA PREMIER TEAM. 7/ VIEW SCALE: 112' - 1/-0' r' F-1 K i -T- 4 /--1 // .1 /--� /--- A BACK LIT LOGO 18 / - 9 // 18/-7// ENTIRE BILLBOARD ASSEMBLY BY UA. L-- I 1" 1,— Li I N I i L- A i U I—] f—i I 1\ fl 1,— 1\ FRONT VIEW -SCALE: I' - 1/-0' GA CLIP ANGLE W/(4) #12-24 --K TO (E) ANGLE & (4) #10-16 TEK I STUD AT EACH MTL STUD (TYP.) INTINUOUS 4x4xY4 ANGEL -2.5" F 2 -4, < C> % Design and construction docurn %n_ as instruments_of service ara'04.VAq7n in confidence and remain the property of Herschman Architects, The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05/24/2015 BID/PERMIT Drawn By: Pip Proiect No.: 15550.00 0 0 z F= (r 0 (L (1) ca Ci -J M LL1 _J UU C13 LLJ 0 Z cr) J Go LiJ LO I= CO) Cf) < a "* 0 BILLBOARD STRUCTURE AT2 ANY ADDITIONAL ELECTRICAL WORK FOR BILLBOARD NOT INCLUDED IN THESE DOCUMENTS IS RESPONSIBILITY OF UA PREMIER TEAM. 7/ BACK LIT LOGO TOP VIEW SCALE: 112' — 1/-0' ENTIRE BILLBOARD ASSEMBLY BY UA. FRIINT VIEW L -i 1 14 1 1 L— /1\ I U U r-1 I I\ I\ SCALE: V — 1/-0' )//(HOLD) N % co J* a: < C; C> Z Cn 40 Design and construction docu.ln�., as instrument$_of service are Slimf5n in confidence and remain the pr'4erty of Herschman Architects, The use o f this design and these c on struction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05/:24/:2015 E31D/FER-MIT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Drawn By: PIP Project No.: 15550.00 0 0 0 ca d -J in UJ 0 _J CM LLJ CO LU 0 F- (D Z 0 CO J Go LU Cl) BILLBOARD STRUCTURE A73 I ANY ADDITIONAL ELECTRICAL WORK FOR BILLBOARD NOT INCLUDED IN THESE DOCUMENTS IS RESPONSIBILITY OF UA PREMIER TEAM. (EXISTING)STEEL BE "BILLBFIARD"' ASSEMBLY BY UA I CONT, 12"' TRACK BY UA #10-16 TEK EA, SIDE UA (4) #10-16 TEK STAGGERED BY UA REMOVE (EXISTING) RAILING BY DSG 3Y2 x 2Y2 ANGLE (LLV) BY UA (EXISTING) CONT. ANGLE (EXISTING) TOP OF SLAB (EXISTING) STEEL BEAM AFIR TO DESIGN SITE SPECIFIC STRUCTURAL MODIFICATIONS AS NEEDED TO SUPPORT UA "BILLBOARD", W1 6V3-12 CONT, 4x4xY4 ANGLE BY DSG 6'x18GA METAL STUD @ 16 "' 0, C, B Y U A CONT, 6"' TRACK BY UA AT VERTICAL CHANELS SECTION BETWEEN VERTICAL CHANELS S SCALE: P 1'-0' SCALE: 1' 1'-0' Ld < C; It I Design and construction docu.T\n�._ as instrument$_of service are, 0J,ver, in confidence and remain the pr�p'erty of Herschman Architects. The use o f this design and these con struction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 5ID/PERMIT Drawn By: Pip Proiect No.: 15550.00 0 0 (5 (5 z F= (r 0 (L Cl) ca Ci -J M W 0 -J CM Cr Cn IDU 0 Z -J CO 0 J co W to Cl) M V— I IFA IN GERALD L. HERSCHMAN ARCHITECT BILLBOARD SECTIONS A7m4 DETAILS BE STRUCTURAL I DESIGNED MUST BE SITE & STAMPED ENGINEER SPECIFIC HIRED BY A LICENSED BY & MUST DSG I CONT, 12"' TRACK BY UA #10-16 TEK EA, SIDE UA (4) #10-16 TEK STAGGERED BY UA REMOVE (EXISTING) RAILING BY DSG 3Y2 x 2Y2 ANGLE (LLV) BY UA (EXISTING) CONT. ANGLE (EXISTING) TOP OF SLAB (EXISTING) STEEL BEAM AFIR TO DESIGN SITE SPECIFIC STRUCTURAL MODIFICATIONS AS NEEDED TO SUPPORT UA "BILLBOARD", W1 6V3-12 CONT, 4x4xY4 ANGLE BY DSG 6'x18GA METAL STUD @ 16 "' 0, C, B Y U A CONT, 6"' TRACK BY UA AT VERTICAL CHANELS SECTION BETWEEN VERTICAL CHANELS S SCALE: P 1'-0' SCALE: 1' 1'-0' Ld < C; It I Design and construction docu.T\n�._ as instrument$_of service are, 0J,ver, in confidence and remain the pr�p'erty of Herschman Architects. The use o f this design and these con struction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/24/2015 5ID/PERMIT Drawn By: Pip Proiect No.: 15550.00 0 0 (5 (5 z F= (r 0 (L Cl) ca Ci -J M W 0 -J CM Cr Cn IDU 0 Z -J CO 0 J co W to Cl) M V— I IFA IN GERALD L. HERSCHMAN ARCHITECT BILLBOARD SECTIONS A7m4 ANY ADDITIONAL ELECTRICAL WORK FOR BILLBOARD NOT INCLUDED IN THESE DOCUMENTS IS RESPONSIBILITY OF UA PREMIER TEAM. 2ND F1 18 1 - 9 // ICU Ln FRONT VIEW - SCALE: V 1`0' n I n // 4/-0// HOLD 4/-0// 8 /-0// 0 C- r Design and construction docum#nls__,/ as instrument$_ of service are. 01.V�am in confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 05/:24/:2015 DID/FERMIT 0 Drawn By: Project No,: 15550.00 0 0 a. (1) ca W -J C-4 LLJ CO ED 0 co a: I* Z or) CO LLJ LO CO) Cl) AT5 ANY ADDITIONAL ELECTRICAL WORK FOR BILLBOARD NOT INCLUDED IN THESE DOCUMENTS IS RESPONSIBILITY OF UA PREMIER TEAM. WHITE ACRYLIC BACKLIT LED LOGO WITH SAMSUNG TRUE WHITE \./ I rn \JATT 1;D\/ 1 / — WHITE ACRYLIC BACK LIT LOGO loom VIEW SCALE: 112' - 1`0' 18 / - 9 // MUFFIN FANS (TYP,) DIVISION [IF SCOPE OF WORK: 1, ENTIRE BILLBOARD ASSEMBLY BY UA 2, POWER WHIPS & MOUNTING BRACKETS & ASSOCIATED STRUCTURAL MODIFICATIONS BY DSG, 83// 4 Llit 2 -3/ T-) I A (-' I / F) F-1 \ / T-) 17— F) r- F-1 A -F F- T K I T'��'LJ HUN I VIEW SCALE: 1' - 1`0' �ACKLIT LED LOGO WITH HITE W/MEANWELL 60 WATT) D \) DRAW 1,2 AMPS AT 120 UNDER ARMOR RED POWDER COAT FINISH Y) UIREMENTS/DATA CABLE: 1UTLETS ON (4) CIRCUITS �TA CABLEj (1) AUDIO AND (1) CONTENT /HIP FOR FINAL OUTLET LOCATION D DURING INSTALLATION �TERACTIVE TO REMAIN ON 24HR JIT C.- q - 0 % Design and construction docurnitnK, as instrument$_ of service are ivern in confidence and remain the property of Hersohman Architects, The use o f this design and these constru c tion documents for purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date I Issue 05/:24/2015 BID/PERMIT Drawn By: Proiect No.: 15550.00 0 0 (45 (5 (L 0 —J ca LU -J ULJ ED Ito Z Go LU CO cr) < aq1t 0 V- GENERAL NOTES & SPECIFICATIONS Design Criteria Building Code: 2008 Indiana Building Code 1 Design live loads A. Floor loads 1.1. Retail 1.1.a. Second floor =75 psf 2. Seismic Ss = 0.179 S, = 0.079 SDS = 0-191 SD1 = 0.126 Seismic importance factor (le) =1.0 Occupancy Category = 11 Seismic design category = B Seismic site class = D (Presumed) General 1 The structure or its modifications are designed to be self-supporting and stable after the building or its modifications are fully completed. It is solely the contractor's responsibility to determine erection procedure and sequence and insure the safety of the construction personnel, public, building and its component parts, and adjacent buildings and properties. This includes the addition of whatever temporary or permanent shoring, bracing, etc. that may be necessary to brace new construction, existing walls, and framing to remain so that the structure is braced for seismic, gravity, construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent existing structure. Temporary supports shall be maintained in place until permanent supports and/or shoring and bracing are installed. Design of these supports shall be by a registered engineer registered in the state where the project is located in the employ of the contractor. 2. Fall protection support shall be provided in accordance with OSHA requirements as required. Such material shall remain the contractor's property after completion of the project. 3. It is the contractors responsibility to enforce all applicable safety codes and regulations during all phases of construction. 4. The contractor shall perform all construction for the project in a manner and sequence that are based on accepted industry standards that recognize the interaction of the components that comprise the structure, without causing distress, unanticipated movements or irregular load paths as a result of the construction means and methods employed. 5. Construction loads shall not exceed design live loads. The contractor shall be responsible for all design required to support construction equipment used in constructing this project. Shoring and reshoring is the responsibility of the contractor. 6. The existing conditions shown on these documents were based upon photo's provided by Herschman Architects dated 5/28/13 and existing architectural drawings prepared by Simmons & Associates, Inc. dated Jan.2004. The contractor is responsible for field verifying all existing conditions-, any discrepancies are to be immediately reported to the engineer and architect prior to proceeding with any of the work in question. 7. All contractors are required to examine the drawings and specifications carefully, visit the site and fully inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work. Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no wayrelieve the contractor from furnishing any materials or performing any work in accordance with drawings and specifications without additional cost to the owner. 8. Details labeled "Typical Details" on drawings apply to situations occurring on the project that are the same or similar to those specifically detailed. Such details apply whether or not details are referenced at each location. Notify engineer of clarifications regarding applicability of "Typical Details". 9. Work these drawings with architectural. 10. Do not scale drawings. 11. Any discrepancies between structural and architectural drawings shall be brought to the attention of the architect and structural engineer. 12. Should any of the general notes conflict with any details or instructions on plans, or in the specifications, the strictest provision shall govern. Structural Steel 1 Detailing, fabrication, and erection shall conform to the latest AISC specifications. Structural Steel: (Plate, Angles) ASTM A360 uno All structural steel shall be primed white or light gray; asphaltic paints are not acceptable. 2. Connections shown on these drawings are generally schematic. They are intended to define the spatial relationship of the framed members and show a feasible method of making the connection. Any connection that is not shown or is not completely detailed on the structural drawings shall be designed by a registered professional engineer, retained by the fabricator. Details and connections may be designed to conform to AISC Steel Construction Manual, thirteen edition. Completely detailed means the following information is shown on the shop detail drawings: A. All plate dimensions and grade. B. All weld sizes, lengths, pitches and returns. C. All hole sizes and spacings. D. Number and type of bolts: where bolts are shown but no number is given, the connection has not been completely detailed. E. Where partial information is given, it shall be the minimum requirement for connection. F. Method of design. 3. Details and connections completely detailed in the contract drawings may not be altered without written approval by the engineer. Where approved, altered connections shall be completely detailed by the fabricator's engineer clearly on the shop drawings. 4. Alterations of schematic connection details may impact architectural concept and shall not be made without prior written approval of the engineer. 5. All bolts shall be considered bearing bolts. Do not over tighten bearing bolts, especially for beams to support concrete slabs. Tighten bearing bolts to a snug condition only, per AISC specifications. 6. All welding shall be done using E-70xx electrodes in accordance with the latest AWS specifications. 7. Work these drawings with architectural drawings for nailer holes and architectural clearances. 8. Splicing of structural members where not detailed on the drawings is prohibited without prior approval of the structural engineer. 9. All weld sizes not shown in details herein shall be the minimum required size based on thickness of thicker part as per AISC thirteenth edition, tables J2.3 & J2.4. exception: at member splices welds or bolts shall develop full strength of the member or components being connected. 10. All around welds indicated herein shall be discontinuous at the flange tips of open sections. 11. Any alteration made by the detailer on the structural steel shop drawings to schematic or completely detailed connections shown on the contract drawings must be clearly identified by clouding or by direct note on the shop drawing by the detailer prior to submission to the engineer. Submittals 1 . Submit shop drawings prepared under supervision of a registered structural engineer, including complete details and schedules for fabrication and assembly of structural steel members, procedures and diagrams. Include details of cuts, connections, camber, holes, and other pertinent data. 2. Indicate welds by standard AWS symbols and show size, length, and type of each weld. Provide setting drawings, templates and directions for installation of anchor bolts and other anchorages to be installed by others. Provide calculations used for designing connections. 3. Shop drawings shall indicate the date of the structural drawings that were used to prepare the shop drawings. 4. Shop drawing submittals shall consist of 3 prints of each drawing for the Structural Engineer, 1 print for the Architect and a minimum of 1 print for the General Contractor. Quality Assurance 1 . Test reports: submit copies of reports of tests conducted on shop and field bolted and welded connections. Include data on types of tests conducted and test results. 2. An independent testing and inspection agency shall be engaged to inspect high-strength bolted connections and welded connections and to perform tests and prepare test reports. Testing agency shall conduct and interpret tests and state in each report whether test specimens comply with requirements, noting any deviations therefrom. 3. Correct deficiencies in structural steel work which inspection and laboratory test reports have indicated to be not in compliance with requirements. Perform additional tests, at contractor's expense, as may be necessary to reconfirm any noncompliance of original work, and as may be necessary to show compliance of corrected work. 4. Field bolted connections: inspect in accordance with AISC specifications. Check at least one bolt on every connection. Non -slip critical bolts tightened to a snug fit condition only require a visual inspection. Slip critical bolts require a turn of the nut or calibrated wrench method inspection. 5. Shop and field welding: inspect and test during fabrication and/or erection of structural steel. Certify welders and conduct inspections and tests as required. Record types and locations of defects found in work. Record work required and performed to correct deficiencies. Perform visual inspection of all welds, and perform ultrasonic tests of full penetration welds in accordance with ASTM E 164. Cold Formed Metal Framing 1 The design, installation and construction of cold -formed carbon or low -alloy steel, structural and nonstructural steel framing, shall be in accordance with "The Standard for Cold -Formed Steel Framing -General Provisions, American Iron and Steel Institute" (AISI-general) and AISI-NASPEC. 2. System components: with each type of metal framing required, provide manufacturer's standard steel runners (tracks), bracing, clip angles, shoes, reinforcements, fasteners, and accessories as recommended by manufacturer for applications indicated, as needed, to provide a complete metal framing system. 3. The supplier shall provide all components and connections relative to size, spacing, gauge location, and anchorage of metal studs shown on architectural and structural drawings. Additional costs associated with an increase in the size, or gauge of the studs from that shown on the drawings are not perrnitted. The design intent shall be followed and supplier shall provide design for all framing components and connections not specifically detailed including trusses, headers, jambs, supplemental bracing, etc. Any deviation from this design shall be approved by the arch itect/engineer. Additional fees required to evaluate a revision in stud size, gauge or spacing are the responsibility of the contractor. 4. Design of metal stud framing shown is based on CSJ type (1 5/8" flange) studs with Dietrich Industries section properties and allowable resisting moment capacity. Alternate manufacturers framing size shall meet the minimum section properties and allowable resisting moment capacity of the members indicated on the design drawings. Additional costs for an increase in stud size or gage is prohibited. 5. All framing members 16 ga. and heavier shall be formed from steel with a minimum yield strength of 50 ksi. All other framing shall be formed from steel with a minimum yield strength of 33 ksi. 6. Provide galvanized finish on metal framing components and accessories complying with ASTM A 525 for minimum G 60 coating. 7. All connections shall be screwed or welded. Powder driven fasteners are not acceptable for any structural applications. 8. Fabrication tolerances: fabricate assemblies level, plumb, and true to line to a maximum allowable tolerance variation of 1/8" in 10 feet (1:960) and as follows: A. Spacing: space individual framing members no more than plus or minus 1/8 inch (3mm) from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. B. Squareness: fabricate each cold -formed metal framing assembly to a maximum out -of -square tolerance of 1/8 inch (3mm). 13. Install cold -formed metal framing according to ASTM C 1007, unless more stringent requirements are indicated. 14. Installation of stud system: secure studs to runner tracks by either welding or screw fastening at both inside and outside flanges unless otherwise noted on drawings. Seat studs completely in track. 15. Install horizontal stiffeners in stud system, spaced at not more than 4'-0" on center. Special Inspections 1 . Special inspection is to be provided in addition to the inspections conducted by the department of building safety and shall not be construed to relieve the owner or his authorized agent from requesting the periodic and called inspections required by the building code. Special inspection shall be paid by the owner. 2. In addition to the regular inspections, the following items will also require special inspection in accordance with the building code. A. Field welding 3. Special inspector shall meet the qualifications as stated in the building code and shall perform the duties and responsibilities as outlined in the building code. ABBREVIATIONS A. B. ANCHOR BOLTS ADD'L. ADDITIONAL AFF ABOVE FINISH FLOOR ARCH. ARCHITECTURAL B. li- BASE PLATE BLDG. BUILDING BILK. BLOCK BM. BEAM BOT. BOTTOM BRDG. BRIDGING BRG. BEARING BTJ BOLTED TIE JOIST CANTL. CANTILEVER C. 1. P. CAST -IN-PLACE C. J. CONTROL JOINT CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONSTR. CONSTRUCTION CONT. CONTINUOUS C.Y. CUBIC YARD DBA DEFORMED BAR ANCHOR DET. DETAIL DIAG. DIAGONAL 0 or DIA. DIAMETER DJ DOUBLE JOIST DK. DECK D. L. DEAD LOAD DWG. DRAWING DWLS DOWELS EA. EACH E. F. EACH FACE E. J. EXPANSION JOINT EL. ELEVATION ELEV. ELEVATOR E. S. EACH SIDE EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY EXP. EXPANSION (E) or EXIST. EXISTING EXT. EXTERIOR F/BLDG. FACE OF BUILDING F/CONC. FACE OF CONCRETE F. D. FLOOR DRAIN FIN. FINISH FLG. FLANGE FLR. FLOOR F. S. FAR SIDE OR FOOTING STEP FT. FEET FTG. FOOTI NG GA. GAUGE G.B. GRADE BEAM G.C. GENERAL CONTRACTOR GALV. GALVANIZED HD'D. HEADED HORIZ. HORIZONTAL 1. F. INSIDE FACE INT. INTERIOR J/B JOIST BEARING JST. JOIST JT. JOINT k KIP LG. LONG L. L. LIVE LOAD (LLH) LONG LEG HORIZONTAL (LLV) LONG LEG VERTICAL LW LONG WAY MAS. MASONRY MC MOMENT CONNECTION MECH. MECHANICAL MFR. MANUFACTURER MTL METAL (N) -NEW (N. 1. C.) -NOT IN CONTRACT N.S. NEAR SIDE NTS NOT TO SCALE O.C. ON CENTER 0. F. OUTSIDE FACE 0/0 OUT TO OUT OPP. OPPOSITE PC PRECAST CONCRETE l?_ PLATE PLCS. PLACES P. S. F. POLINDS/SQUARE FOOT P. S. 1. POLINDS/SQUARE INCH RAD. RADIUS R. D. ROOF DRAIN REINF. REINFORCING REQ'D. REQUIRED RET. RETAINING SECT. SECTION Sim. SIMILARTO S. 0. G. SLAB ON GRADE SID. SPACES SQ. SQUARE STIFF. STIFFENER STL. STEEL STRUCT. STRUCTURAL SW SHORT WAY SYM. SYMMETRICAL T/ TOP OF TYP. TYPICAL LINO UNLESS NOTED OTHERWISE VERT. VERTICAL W. P. WORK POINT W.W.F. WELDED WIRE FABRIC W/ WITH E_L� No THORSON BAKER & Associates, Inc. Consulting Engirwers 5OW kbat ftr"tsboro Road (550) 6561-66bb Ph. RIGhPlold, Ohio 44266 (550) 6541-66-M Fox 11plitiall/11111 XM PE1 T S 41 Et 0 F Design and oonitru;tion doomments as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohiNted without expressed written consent of Herachman Architects, Incorporated. Date I Issue 05/24/2015 BID/PERMIT 0 Drawn By: TBA Project No.: IW50.00 W a 0 0 0 (9 Z a: 0 am co .J M W .J C-4 W cr) LU Z .J CV) o J Go 111i LO CID I IFA IN GERALD L. HERSCHMAN ARCHITECT 26001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com GENERAL NOTES siso (E) STL JST I (TYP.) E L TYP N.S., F. (N) L( W1 (3 (COO FOR � (E) BENT PL EXISTING 2nd FLOOR FRAMING PLAN 1/4"=V-0" - EXISTING 2nd FLOOR CONSTRUCTION: CONCRETE ON METAL DECK. - SEE SHEET S1.0 FOR GENERAL NOTES. - SEE ARCH. FOR EXTENT. (N) Z 6x4x5/16 F 0 R ATTAC H M E NT 0 F UNDER ARMOUR BILLBOARD, TYP. (5) LOCATIONS. COORD. SPACING WIUNDER ARMOUR DWGS. 4" TYP. BILLBOARD BY UNDERARMOUR (SEE PLAN) WJ UNDER ARMOUR BILLBOARD ELEVATION NOTES - COORD. W/ARCH AND UNDER ARMOUR DWGS FOR DIMENSIONS AND SPACING OF ATTACHMENTS TO SUPPORT STEEL. - DO NOT SCALE, COORDINATE DIMENSIONS WITH ARCH. & MFR. C- )-W- 3/4"= V-0" I T FSK911 2 /(E) WF BM W— CH. & UA (E) CONT. BENT PL POUR STOP FINISHED FLOOR (N) Z ft&5/16" COORDINA BILLBOARD BY UNDERARMOU 16 GA CLIP ANGLE W/(2) #12-24 TEK SCREWS TO ANGLE AND (4) #10-16 TEK SCREWS TO EA. ST (TYP.) LL Ir LU LU LL LL X LU LL NEW UNDER ARMOUR BILLBOARD (UAB) SEE ARCH. FOR LOCATION (WEIGHT = 2,400 1b) SEE FOLLOWING SEQUENCING NOTES SEQUENCING 1 . REMOVE EXISTING BILLBOARD SIGNAGE (DO NOT DAMAGE (E) 2nd FLOOR STRUCTURE) 2. G.C. TO VERIFY EXISTING BILLBOARD WEIGHT 3. IF (E) BILLBOARD SIGNAGE WEIGHT IS LESS THAN NEW UAB NOTIFY E.O.R. (ADDITIONAL REVIEW OF (E) 2nd FLOOR WILL BE REQUIRED.ADDITIONAL STEEL MAY BE NECESSARY TO SUPPORT UAB) IF WEIGHT OF THE (E) BILLBOARD SIGN IS EQUAL OR GREATER THAN THE (N) UAB PROCEED TO STEP 4. 4. INSTALL NEW UAB PER SECTIONS, ELEVATIONS & DETAILS. WIFINININ-401.1 CONT. 6"x2OGA. NESTED STUD/TRACK 7 2Nr) R nnR COORD. W/ARCH AND UA DWGS -11. � . . � �. FLR. BEAM V.I.F. SECTION 1/2"=V-0" DO NOT SCALE, COORDINATE DIMENSIONS WITH ARCH. & MFR. SECTION 3/4"= V-0" C- )0-- C- ),-- HERO WALL ELEVATION_ NTS - DO NOT SCALE, COORD. WIARCH AND UNDER ARMOUR DWGS. FOR DIMENSIONS OF HERO WALL. S-1 COORD. W/ARCH BEYOND, ATTACH TRACK BLOCKING TO WALL 6"x2OGA NESTED STUD/TRACK EXIST. BENT AND UA DWGS MTL STUDS W116GA. CLIP ANGLES ((4) #10-16 ? /POUR STO #10-16 TEK TEKS TO STUD, (4) #12-14 TEKS TO CLIP) TRACK W/(2) #10-16 TEK SCREWS SCREWEA .16 CONT, ATTACH TO WALL TOP P @ 24" O.C. T/2ND FLR. FLANGE @ C. 6"x2OGA. NESTED STUD1TRACK CONT, T/WALL ATTACH TO WALL TOP TRACK W/(2) COORD , W/ARCH / �16 #10-16 TEK SCREWS @ 24" O.C. AND UA DWGS #10-16 TEK SCREW EA. —CONT. 20GA. TRACK FLANGE @ 16" O.C. I %-13"x20GA. TRACK BLOCKING �HSS4x4 TOP AND BOT. OF HSS BTW CONT. 20GA. TRACK OUTRIGGER WALL MTL. STUDS �(4)412-24 TEK SCREWS J EA. TRACK TO HSS EXIST. WF ?-1"x4"x0'-10" 2 FLR. BEAM W1(2) -3/4"O —6"x2OGA. CSJ MTL. STUDS BOLTS @ 16" O.C. (BEYOND) BILLBOARD BY UNDERARMOU 16 GA CLIP ANGLE W/(2) #12-24 TEK SCREWS TO ANGLE AND (4) #10-16 TEK SCREWS TO EA. ST (TYP.) SECTION 1/2"=V-0" V.I.F. SECTION r3 3/4"= V-0" THORSON BAKER & Associates, Inc. Consuffing Enginwrs 5OW Neet ftrootsbaro Road (5W) 63A-66bb Ph. RLICAP161d, Ohio 44286 (5w) F42X 1)vja S' i'AT E OF Design and oonitruction documents as Instruments of service are given in confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohiNted without expressed written consent of Hersohman Architects. Incorporated. Date I Issue 05/24/2015 BICVPERMIT Drawn By: TBA Proiect No.: l5b5o.00 Cl) 13 0 0 0 0 z 0 as W ca 6 .J to W 0 .J CM W LU Z Cf) J co (3 W qrm 02 0 U) CO) V) I FA IN GERALD L. HERSCHMAN ARCHITECT 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com PLAN, ELEVATIONS SECTIONS & DETAILS S2mO 0 Tx2l)GA. TRACK HSS4x4x-41 OUTRIGGER (I BLOCKING TOP LOCATIONS) BOTTOM TYP. EA. HSS4x4 UNDER ARMOUR HE WALL STUD: E,,K20GATCSJM'T iT Of- -Typ. CONT. 6"x2OGA. TRACK — Wh+�'Oxl-l" TAPCONS @ 2 16" O.C. TO EXIST. SLAB ON GRADE SLAB ON GRADE COORD. W/ARCH AND UA DWGS -11. � . . � �. FLR. BEAM V.I.F. SECTION 1/2"=V-0" DO NOT SCALE, COORDINATE DIMENSIONS WITH ARCH. & MFR. SECTION 3/4"= V-0" C- )0-- C- ),-- HERO WALL ELEVATION_ NTS - DO NOT SCALE, COORD. WIARCH AND UNDER ARMOUR DWGS. FOR DIMENSIONS OF HERO WALL. S-1 COORD. W/ARCH BEYOND, ATTACH TRACK BLOCKING TO WALL 6"x2OGA NESTED STUD/TRACK EXIST. BENT AND UA DWGS MTL STUDS W116GA. CLIP ANGLES ((4) #10-16 ? /POUR STO #10-16 TEK TEKS TO STUD, (4) #12-14 TEKS TO CLIP) TRACK W/(2) #10-16 TEK SCREWS SCREWEA .16 CONT, ATTACH TO WALL TOP P @ 24" O.C. T/2ND FLR. FLANGE @ C. 6"x2OGA. NESTED STUD1TRACK CONT, T/WALL ATTACH TO WALL TOP TRACK W/(2) COORD , W/ARCH / �16 #10-16 TEK SCREWS @ 24" O.C. AND UA DWGS #10-16 TEK SCREW EA. —CONT. 20GA. TRACK FLANGE @ 16" O.C. I %-13"x20GA. TRACK BLOCKING �HSS4x4 TOP AND BOT. OF HSS BTW CONT. 20GA. TRACK OUTRIGGER WALL MTL. STUDS �(4)412-24 TEK SCREWS J EA. TRACK TO HSS EXIST. WF ?-1"x4"x0'-10" 2 FLR. BEAM W1(2) -3/4"O —6"x2OGA. CSJ MTL. STUDS BOLTS @ 16" O.C. (BEYOND) BILLBOARD BY UNDERARMOU 16 GA CLIP ANGLE W/(2) #12-24 TEK SCREWS TO ANGLE AND (4) #10-16 TEK SCREWS TO EA. ST (TYP.) SECTION 1/2"=V-0" V.I.F. SECTION r3 3/4"= V-0" THORSON BAKER & Associates, Inc. Consuffing Enginwrs 5OW Neet ftrootsbaro Road (5W) 63A-66bb Ph. RLICAP161d, Ohio 44286 (5w) F42X 1)vja S' i'AT E OF Design and oonitruction documents as Instruments of service are given in confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohiNted without expressed written consent of Hersohman Architects. Incorporated. Date I Issue 05/24/2015 BICVPERMIT Drawn By: TBA Proiect No.: l5b5o.00 Cl) 13 0 0 0 0 z 0 as W ca 6 .J to W 0 .J CM W LU Z Cf) J co (3 W qrm 02 0 U) CO) V) I FA IN GERALD L. HERSCHMAN ARCHITECT 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com PLAN, ELEVATIONS SECTIONS & DETAILS S2mO LU %0 tr E z E C 9 M 'X' X. X, X, X, N Ir F-1 i LN L X H X. 1ruh] I X, LLq N 'X' LIGHTING FIXTURE SCHEDULE SYMBOL MARK DESCRIPTION CATALOG # LAMP REMARKS JJ_ _I_ G8 8' TRACK T8WH _3.5 WITH EACH BRANCH CIRCUIT. PROTECT EACH BRANCH CIRCUIT 'X' G4 4' TRACK T4WH AWG. (2#12,1#12G -3/4-C TO A 20A -1P C.B.) r TRACK BY VENDOR TR COUP TRACK COUPLING T23WH LIGHT FIXTURE SCHEDULE. TR FEED TRACK LIVE END T38WH FIXTURES. TR 90 TRACK 90 DEG. CONNECTION T20WH W INDICATES CEILING MOUNTED TELEVISION RECEPTACLE. TR/T dIG T25WH *GFI* INDICATES GROUND FAULT INTERRUPTING RECEPTACLE. TR/X T26WH RECEPTACLES. TRFLEX G T24WH CAST IRON FLOOR BOX. PROVIDE BRASS COVER PLATE GFW METAL HALIDE HEADS/WITH BALLAST SP2616WH (WHITE) 1 - 70WMH JUNO WHITE METAL HALIDE HEADS ON WHITE JUNO TRACK WITH SEPARATE GF8 METAL HALIDE HEADS/WITH BALLAST SP26168L (BLACK) 1 - 70WMH BALLAST. SURFACE MOUNT TO ACOUSTIC. TILE, STEM MTD. IN OPEN CEILING AREAS. SEE ELECTRICAL DWG'S FOR AMT. OF FIXTURE HEADS & TRACK REQUIRED. SEE NOTES 2 & 3 BELOW. TRACK NOTES: 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ELECTRONIC BALLASTS. 2. VENDOR FOR ALL LIGHTING FIXTURES IS VENDOR #18. 3. WHEN THERE IS NO SUSPENDED ACOUSTICAL TILE IN BIKES THE TRACK LIGHTING SHALL BE 8'-0' OFF OFTHE WALL 4. VERIFY COMPATIBILITY OF BALLAST WITH VENDOR #19 SECURITY SYSTEM. 5. VERIFY VOLTAGE PRIOR TO ORDERING nXTURES. GENERAL NOTES: A. ELECTRICAL CONTRACTOR TO COORDINATE SURFACE MOUNTED FIXTURE MOUNTING WITH ALL MECHANICAL DUCTWORK AND PLUMBING PIPING. WHERE INTERFERENCE'S OCCUR, ELECTRICAL CONTRACTOR TO STEM MOUNT FIXTURES BELOW ALL DUCTWORK AND PIPING. B. ELECTRICAL CONTRACTOR TO REFER TO DRAWING E1.OA AND ARCHITECTS REFLECTED CEILING PLAN FOR LOCATION OF ALL LIGHT FIXTURES. C. NO DUCTWORK OR PIPING TO BE RUN ABOVE ELECTRICAL PANELS. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR EQUIPMENT LAYOUTS PRIOR TO ROUGH -IN OF ALL SYSTEMS D. DEVICES IN THE FLOOR ARE TO BE SCAJ_ED FROM THESE DRAWINGS. LOCATIONS SHALL BE VERIFIED WITH THE DICKS ON SITE REPRESENTATIVE AND OR DIMENSIONS TAKEN IN THE FIELD. 0 PLAN NOTES 1. CONNECT TO A NEW OR SPARE, 120 VOLT, 20 AMP CIRCUIT BREAM, AS REQUIRED. CIRCUIT TO BE CONTROLLED AS PART OF THE EXISTING 'CUSTOMER' LIGHTING ON EXISTING CONTACTOR. SYMBOL LIST BRANCH CIRCUIT HOME RUN TO PANEL BOARD CONCEAL IN WALL OR CEILING UNLESS OTHERWISE INDICATED. LETTERING INDICATES PANEL BOARD DESIGNATION. NUMBERS INDICATE JJ_ _I_ CIRCUIT DESIGNATIONS. QUANTITY OF ARROWHEADS INDICATE M QUANTITY OF BRANCH CIRCUITS. PROVIDE GREEN GROUND WIRE _3.5 WITH EACH BRANCH CIRCUIT. PROTECT EACH BRANCH CIRCUIT 'X' WITH A 20 AMPERE, I -POLE OVER CURRENT DEVICE, UNLESS I OTHER SIZE INDICATED. MINIMUM WIRE SIZE SHALL BE #12 AWG. (2#12,1#12G -3/4-C TO A 20A -1P C.B.) r TRACK BY VENDOR LIGHTING FIXTURE GENERAL NOTES: I. UPPER CASE LETTERS INDICATE FIXTURE TYPE. REFER TO LIGHT FIXTURE SCHEDULE. 2. LOWER CASE LETTERS INDICATE SWITCHING DESIGNATION. 3. DIRECTIONAL ARROWS INDICATE LEGAL EXIT FOR EXIT UGHT FIXTURES. WALL OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE MOUNT 18' AFF., UNLESS NOTED. COLOR OF RECEPTACLE SHALL BE WHITE WITH WHITE COVER PLATE W INDICATES CEILING MOUNTED TELEVISION RECEPTACLE. nVCR' INDICATES WALL MOUNTED VCR RECEPTACLE. dIG OIG' INDICATES ISOLATED GROUND RECEPTACLE - ORANGE IN COLOR. *GFI* INDICATES GROUND FAULT INTERRUPTING RECEPTACLE. *WPGN INDICATES WEATHERPROOF GFI RECEPTACLE. TWO GANG WALL OUTLET BOX AND 20 AMP TWO DUPLEX RECEPTACLES. DATA CABLE LOCATION. G (2) DUPLEX RECEPTACLE OUTLETS, WITH FLUSH SQUARE 2 GANG CAST IRON FLOOR BOX. PROVIDE BRASS COVER PLATE HUBBEL OR EQUAL FLUSH SINGLE GANG CAST IRON FLOOR BOX FOR DATA TELEPHONE CABLING. PROVIDE BRASS COVER PLATE - HUBBEL OR EQUAL MIIIIIIIIIXEIXKA� X - WIM713 DOM Z= TO 161101111. FEM CRM AS WOUM TO ACOMAMM CONS11WIM 00010M ON C=1=11011 MAIMM XR = INIXAM 1=51110 MICE 70 BE FEMM INCIIIIIING Ai OMK AM Wift M M PMEL OR PW OF CMAW XRL - MICA115 EMTM IXVIM (IN rTS Mn, WCATM TO f r: MOM RV MWCATM F61W MM ILIM KW ANWM AS ON MAMINS. DL - KWA715 EMTM MOGRIED DEME IN rrS HIM LOCATIM XRW - INWAIS EMTM DEVIM TO BE FRIMMM. RBVW AS RENIMTO ACCO41MATE CONSW4157M ANIAM AS SOM ON VIR41111161 CrX = INDICA713 NEW DDU CW*= M AN DMW CFAU. RMW DOW 001! AS NMI 10 ACOMIMODGE NON DECIM AS SIM ON MM E. ELECTRICAL CONTRACTOR TO CONFIRM ALL REQUIREMENTS AND LOCATIONS OF ALL EXIT SIGNS, EMERGENCY LIGHTS AND FIRE ALARM DEVICES WITH LOCAL FIRE AUTHORITIES PRIOR TO ROUGH -IN. F. ELECTRICAL CONTRACTOR TO CONFIRM LIGHT FIXTURE CATALOG NUMBERS WITH ALL LIGHT FIXTURES SPECIFIED ON PLANS FOR FIXTURE TRIMS, VOLTAGES, LAMPS ETC. G. ELECTRICAL CONTRACTOR TO CONFIRM LOCATIONS OF ALL ELECTRICAL DEVICES WITH FIXTURING; LOCATIONS PRIOR TO ROUGH -IN. H. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT ELECTRICAL CHARACTERISTIC PRIOR TO ROUGH -IN. hffC2 WALL TRACK 2F -15Z-832 CABI W/8-32 INTERNAL THREAD, BY VEND( 1 .0 LIGHTING FLOOR PLAN SCALE: 1/4" = V-011 MOUNT TO STRUCTURE ABOVE WITH UNMUT ----CADDY SPEED LINK 1.5mm GALV. CABLE CADDY* 5PEED 0 LINK EKICO* CADDY SPEED LINK 1.5 mm GALVANIZED CABLE, BY ELECTRICAL CONTRACTOR TRACK NOTES I. LOCATE TRACK LIGHTING AS SHOWN ON ARCHITECTS REFUCTED CEILING PLAN. 2. MOUNT ALL TRACK LIGHTING AT 16'-0" AT EXPOSED AREAS, UNLESS NOTED. 3. EC. TO VERIFY COUNTS OF METAL HALIDE TRACK nXTURES. LOCATE Firms As SHOWN ON THIS DRAWING. E.C. TO PROVIDE 5 ADDITIONAL Firms FOR USE BY DICK'S SPORTING GOODS. 4. INITIAL AIMING FOR nxTuREs MOUNTED AT 15'-6* — 16'-0' A.F.F., AIM LIGHT FIXTURES 4o DEGREES As DIAGRAMMED, EMPHASIZING THE MUCENT MERCHANDISE WALL DISPLAY AND BRANDING GRAPHICS. PERFORM FINAL AIMING ADJUSTMENTS AS DIRECTED BY DICK'S SPORTING GOODS AUTHORIZED REPRESENTATIVE. 5. TRACK SUPPORTING CABLES ARE TO BE 4!-0* ON CENTER WITH A SUPPORT LOCATED AT EACH TRACK END (OR PER LOCAL CODE). FACTORY PREDRILLED HOLES ARE NOT DESIGNATED SUPPORT FLANGING POINTS AND WILL NOT PROVIDE THE PROPER SPACING. . TRACK UGHTING DETAIL (OPEN CEILING)- N.T.S. CONTR-ACTOR t4J5T VERIFY ALL CLEARAWCE-5 AND DIMEN51ONS IN FIELD E. :No. Pe -10606654: STATE OF ,0 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other then the specific project named herein Is strictly prohibited without expressed written consent of Herschmen Architects, lncorporatecL Date 71ssue 05/24/2015 5112/PERMIT 0 0 Drawn By: TY4K Project No.: 15850.00 0 0 (5 (49 z FM T 0 .J in W 0 .J CM LU CC V) MLU Z 0 CV) J CIO C3 UJ VM 0 2 (!) LO ir Cf) M < o 011FA GERALD L. HERSCHMAN ARCHITECT 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com LIGHTING PLAN EloO N _JJ__1 JJ_ _I_ M 4�/ X. X. X. 'X' GENERIC LIGHTING I r TRACK BY VENDOR 1 .0 LIGHTING FLOOR PLAN SCALE: 1/4" = V-011 MOUNT TO STRUCTURE ABOVE WITH UNMUT ----CADDY SPEED LINK 1.5mm GALV. CABLE CADDY* 5PEED 0 LINK EKICO* CADDY SPEED LINK 1.5 mm GALVANIZED CABLE, BY ELECTRICAL CONTRACTOR TRACK NOTES I. LOCATE TRACK LIGHTING AS SHOWN ON ARCHITECTS REFUCTED CEILING PLAN. 2. MOUNT ALL TRACK LIGHTING AT 16'-0" AT EXPOSED AREAS, UNLESS NOTED. 3. EC. TO VERIFY COUNTS OF METAL HALIDE TRACK nXTURES. LOCATE Firms As SHOWN ON THIS DRAWING. E.C. TO PROVIDE 5 ADDITIONAL Firms FOR USE BY DICK'S SPORTING GOODS. 4. INITIAL AIMING FOR nxTuREs MOUNTED AT 15'-6* — 16'-0' A.F.F., AIM LIGHT FIXTURES 4o DEGREES As DIAGRAMMED, EMPHASIZING THE MUCENT MERCHANDISE WALL DISPLAY AND BRANDING GRAPHICS. PERFORM FINAL AIMING ADJUSTMENTS AS DIRECTED BY DICK'S SPORTING GOODS AUTHORIZED REPRESENTATIVE. 5. TRACK SUPPORTING CABLES ARE TO BE 4!-0* ON CENTER WITH A SUPPORT LOCATED AT EACH TRACK END (OR PER LOCAL CODE). FACTORY PREDRILLED HOLES ARE NOT DESIGNATED SUPPORT FLANGING POINTS AND WILL NOT PROVIDE THE PROPER SPACING. . TRACK UGHTING DETAIL (OPEN CEILING)- N.T.S. CONTR-ACTOR t4J5T VERIFY ALL CLEARAWCE-5 AND DIMEN51ONS IN FIELD E. :No. Pe -10606654: STATE OF ,0 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other then the specific project named herein Is strictly prohibited without expressed written consent of Herschmen Architects, lncorporatecL Date 71ssue 05/24/2015 5112/PERMIT 0 0 Drawn By: TY4K Project No.: 15850.00 0 0 (5 (49 z FM T 0 .J in W 0 .J CM LU CC V) MLU Z 0 CV) J CIO C3 UJ VM 0 2 (!) LO ir Cf) M < o 011FA GERALD L. HERSCHMAN ARCHITECT 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com LIGHTING PLAN EloO 13 M E E L k7) AV V IL PROVIDE POWER TO (1) RECEPTACLE DATA MOUNTED ADJACENT TO UA BILLBOARD S ON STRUCTURE. HELD VERIFY EXACT LOCATION AND ALL REQUIREMENTS PRIOR TO ROUGH—IN. COORDINATE LOCATION WITH DRAWING ATO PROVIDE (1) 20 AMP CIRCUIT OUTLET, CENTERED AT 9'-0' A.F.F., SEE DRAWING A5.1E FOR HEIGHT INFORMATION PROVIDE (1) AF -AMP -CIRCUIT OUTO, CENTERED AT 9'-0' A.F.F., SEE DRAWING A5.OE FOR HEIGHT INFORMATION MEN'S UA PROVIDE (1) 20 AMP CIRCUIT - OUTLET & (1) CAT6 DATA OUTLET RECESSED INTO FLOOR. 1 .0 POWER FLOOR PLAN SCALE: 1/411 = 1 1-011 MENEEN - - GENER& NOTES: A. DO NOT SWITCH EMERGENCY LIGHTS AND EXIT SIGNS. B. COORDINATE NEW LIGHTING CONTROLS WITH DOM CONTROL SYSTEM. C. E.C. TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. D. BRIEFER TO ARCHITECTURAL DEMOLITION PLAN FOR ALL ITEMS, EQUIPMENT, ErC., BEING REMOVED. ALSO REFER TO SPECIFICATION SECTION 16060 FOR ALL REQUIREMENTS. E. PROVIDE NEW CONITACTORS AS REQUIRED FOR NEW LIGHTING. F. E.C. TO PRODUCE A SKETCH DEPICEING THE EXISTING CONDITIONS. G. (DO DENOTES EXISTING TO REMAIN. H. ALL INSTALLED LIGHTING IS TO BE CONNECTED INTO THE STORE EMERGENCY MANAGEMENT SYSTEM. 1. CONFORM TO THE NEC, OSHA, FIRE MARSHAL. BUILDING DEPARTMENT AND OTHER APPLICABLE CODES AND REGULATIONS. OBTAIN PERMITS, PAY ALL FEES, AND ARRANGE FOR REQUIRED INSPECTIONS. J. COMPLY WITH ALL FACILITY STANDARDS AND THE REQUIREMENTS OF THE CONTRACT AS SPECIFIED BY ARCHITECT, ENGINEER, PROJECT MANAGER AND BUILDING OWNER. K. VISIT SITE, CHECK EXISTING CONDITIONS AND TAKE INTO CONSIDERATION IN BID. L SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROPERLY ADJUST AND START UP. M. DRAWINGS ARE DIAGRAMMATIC. FIELD VERIFY DOSTING CONDITIONS AND CONNECTION POINTS PF40R TO STARTING WORK. FULLY COORDINATE WORK WITH OTHER TRADES. APPROVED SHOP DRAWINGS ARE TO BE CONSIDERED AS THE MEANS AND METHODS OF INSTALLATION. N. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, CONSTRUCTION SEQUENCES, AND WORKMEN'S SAFETY. 0. PERFORM Ali DEMOLITION WORK REQUIRED FOR PROJECT AND DEPOSE OF DEMOLITION MATERIALS IN CODE APPROVED MANNER. P. ALL PENETRATIONS OF FIRE RATED WALLS AND FLOORS %ALL BE MADE WITH STEEL CONDUIT AND SEALED WITH U.L LISTIED FIRE RATED SEALANT. TO COMPLY WITH MANUFACTURERS INSTALLATION DETAILS. SEAL ALL CONDUIT SLEEVES FOR DATA CABLE AFTER CABLE INSTALLATION. SEALANTS TO BE AS MANUFACTURED BY 3M, STI, OR APPROVED EQUAL 0. ALL CUTTING AND PATCHING OF EXISTING SURFACES INCIDENTAL TO THIS WORK SHALL. BE PERFORMED BY THIS CONTWOR. DO NOT CUT ANY STRUCTURAL MEMBERS. CUTTING AND PATCHING SHALL BE PERFORMED IN COMPLIANCE WITH ARCHITECTURAL REQUIREMENTS. R. ALL ELECTRICAL EQUIPMENT AND WIRING AND OTHER ELECTRICALLY CONDUCTIVE MATERIAL LIKELY TO BECOME ENERGIZED SHALL BE BONDED AND GROUNDED PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. S. WIRES SHALL BE #12 AWC AND #10 SOLID OR STRANDED CONDUCTOR COPPER 600V, TYPE THWN1/`THHN, OR THW (75/90 DEG. C) 18 AWG TO AND INCLUDING #600 Kcmil AWC, STRANDED CONDUCTOR, COPPER, 60OV, TYPE THWN/THHN, XHHW OR THW (75/90 DEG. C) TYPE THHN (90 DEG. C) WIRE FROM OUTLET' BOX TO LIGHT FIXTURES COLOR CODE ALL WIRES PER N.E.C. GROUND CONDUCTORS SINALL BE GREEN, ISOLATED GROUND CONDUCTORS SHALL BE GREEN WITH A YELLOW STRIPE INCREASE WIRE SIZE BY ONE WIRE GAUGE SIZE FOR EVERY 75 LINEAR FEET OF WIRE RUN GREATER THAN THE DISTANCE SHOWN. T ALL ELECTRICAL EQUIPMENT SHALL BE UL LISTED FOR THE PURPOSE AND NOTED AS SUCH. U. 75 DEGREE C CONDUCTOR RATINGS HAVE BEN APPLIED UP TO 100 AMPS. ALL EQUIPMENT TERMINATION PROVISIONS SHALL BE LISTED AND IDENT'IFIED FOR USE WITH 75 DEGREE C CONNECTIONS PER NEC 110-14C. V. ELECTRICAL CONTRACTOR SHALL REVIEW ALL OTHER TRADES DRAWINGS AND/OR COORDINATE WITH OTHER TRADES AND VERIFY IF THERE ARE ANY ADDITIONAL ELECTRICAL REQUIREMENTS NOT SHOWN ON E]LECTRICAL DRAWINGS. COST FOR WORK SHOWN ON OTHER TRADES DRAWINGS SHALL BE INCLUDED IN BASE BID. WIRE ALL MISCELLANEOUS CONTROLS AS REQUIRED TO PROVIDE A COMPLETE SYSTEM. W. ALL EXISTING CIRCUITS REQUIRED TO RD" ACTIVE SHALL BE REWORKED OR MAINTAINED AS REQUIRED. X. THIS PROJECT N40LVES CONSTRUCTION OF A MERCANTILE USE GROUP FACILITY AND THE CONTRACTOR IS EXPECTED TO PROVIDE CRAFTSMANSHIP REFLECTING AND PRESERVING THE NATURE OF THIS BUILDING. Y. ALL CONDUIT ROUTING SHALL BE RUN CONCE40 ABOVE LAY—IN CEILINGS OR IN WALLS IN FINISHED AREAS. CONDUIT ROUTING IS ALLOWED TO BE EXPOSED IN WAREHOUSE, IN SALES AREA CEILING SPACE AND IN DATA ROOM. MINIMIZE EXPOSED CONDUIT RUNS IN ALL LOCATIONS. PAINT CONDUITS, HANGERS AND HARDWARE M MATCH SURFACE WHERE EXPOSED. CONFIRM CONDUIT ROUTING IN FIELD WITH CONSTRUCTION MANAGER IN ALL AREAS PRIOR TO ROUGH—IN. PATCH WALLS WITH PLASTER FOR A FINISHED SURFACE. THERE SK41 BE NO EXPOSED CONDUITS OR DEVICE BOXES ON THE EXTERIOR OF THIS BUILDING. DEVICE BOXES SHALL BE FLUSH WITH MASONRY WALLS AND IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY M COORDINATE THIS WORK WITH THE GENERAL COINTRACTOR. Z. ALL ELECTRICAL EQUIPMENT, DEVICES, CONDUIT AND WIRING SHOWN ON THE ELECTRICAL DRAWINGS IS NEW UNLESS CLEARLY CAM OUT AS EXISTING. ALL EXISTING ELECTRICAL EQUIPMENT THAT IS CALLED OUT TO BE REUSED SHALL BE INSPECTED IN THE FIELD BY THE ELECTRICAL CONTRACTOR AND THE CONSTRUCTION MANAGER TO DETERMINE ITS CONDITION PRIOR TO STARTING ANY WORK. PROVIDE DOCUMENTATION TO OWNER INDICATING CONDITION OF THE EXISTING EQUIPMENT, AND REUSE EXISTING EQUIPMENT ONLY IF ALL PARTIES AGREE THE CONDITION IS ACCEPTABLE. ALL EXISTING EQUIPMENT DETERMINED TO BE UNUSABLE SHALL BE REPLACED WITH LIKE KIND AS DIRECTED BY THE OWNER. ANY OF THE OWNERS EQUIPMENT DETERMINED TO BE REUSED THAT IS DAMAGED BY ANY CONTRACTOR DURING SWrrCHOVER SHALL BE REPLACED BY THAT CONTRACTOR. ALL EXISTING EQUIPMENT IS THE PROPERTY OF THE OWNER (NOT THE CONTRACTOR) AND SHALL BE TREATED ACCORDINGLY. AA. THE ELEOMAI. CONTRACTOR SHALL ENSURE THAT EACH MULTIM BRANCH CIRCUIT IS PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. AB. PROVIDE NEW TELEPHONE DATA DROPS, LOCATION AS DIRECTED BY DICK'S SPORTING GOODS IN FIELD. GENERAL DEMOLITION NOTES: A. THIS CONTRACTOR SHALL PERFORM ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AS INDICATED ON ELECTRICAL AND ARCHITECTURAL PLANS OR AS NECESSARY FOR THE PROJECT. REMOVE FROM SITE AND PROPERLY DISPOSE OF ALL MATERIAL AND DEBRIS FROM THE WORK. B. DEMOLITION DRAWINGS ARE GENERAL IN NATURE SHOWING THE SCOPE OF DEVOLITION WORK. CONTRACTOR SHALL, VISIT THE SITE AND BECOME FAMILIAR WITH THE QUANTITY OF LIGHT FInM, OUTLETS, ETC. REMOVE ALL EQUIPMENT AND DEVICES NO LONGER REQUIRED FOR FINISHED CONSTRUCTION. ALL EXISTING LIGHTS, CONDUIT, WIRE AND DEVICES IN PROJECT AREAS SHALL BE REMOVED AND DISPOSED OF. REMOVE CONDUITS BEYOND NEW SURFACES. REMOVE ALL EXISTING WIRE FROM CONDUIT BACK TO POINT OF COMMON USE OR TO PANELS. LABEL EXISTING CIRCUIT BREAKERS 'SPARE" IF NOT REIJSED FOR NEW WORK. C. DISCONNECT EXIS11NG EQUIPMENT IN BUILDING THAT IS TO BE REMOVED UNDER OTHER SECTIONS. REMOVE DATA AND PHONE CABLING SYSTEM AS DIRECTED BY OWNER. NO CABLES SALL BE REMOVED OR CUT WITHOUT APPROVAL FROM OWNER. ANY EXISTING CABLES TO REMAIN SHALL BE SUPPORTED FROM STRUCTURE BEFORE CEILING REMOVAL D. PATCH ALL SURFACES TO MATCH SURROUNDING FOR DEVICES TO BE REMOVED FROM EASTING WALLS TO BE MAINTAINED. EXISTING ROUGH—IN BOXES IN WALL TO RD" MAY BE REUSED IF CODE COMPLYING AND APPROVED FOR LOCATION 13Y ARCHITECT. E. THE OWNER RESERVES THE RIGHT OF SALVAGE FOR ALL EXIST1ING ELECTRICAL EQUIPMENT PRIOR TO DEMOLITION, THE CONTRACTOR SHALL REVIEW ALL MATERIALS AND DELIVER TO THE OWNER THOSE REQUIRED IN THEIR EXISTING CONWION. ALL OTHER MATERIAL SHALL BE REMOVED BY THIS CONTRACTOR. F. ALL CIRCUITS WHICH ARE REQUIRED TO REMAIN ACTIVE SHALL BE MAINTAINED OR REWORKED AS REQUIRED. MY EXISTING CIRCUITS OR CABLING SYSTEMS SERVING AREAS NOT AFFECTED BY DEMOLITION SHALL BE MAINTAINED. ALL CIRCUITS SHALL. BE VERIFIED WITH EXISTING DRAWINGS AND ACTUAL HELD CONDITIONS PRIOR TO BEGINNING DEMOLITION. 0 PLAN NOTES: 1. CONINECT' TO A NEW OR SPARE, 120 VOLT, 20 AMP CIRCUIT BREAKER, AS REQUIRED. CIRCUIT TO BE CONTROLLED AS PART OF THE EXISTING 'CUSTOMER' LIGHTING ON EXISTING CONTACTOR. 2. CONNECT TO A NEW OR SPARE, 120 VOLT, 20 AMP, AS REQUIRED. CIRCUIT TO BE ON AN UNCONTROLLED CIRCUff BREAKER. 3. JUNCTION BOX FOR CONNECTION TO FIXTURE LIGHTING. COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH SUPPLIER / INSTALLER. CONTRACTOR KF.2T VERIF=Y ALL 6LEAf;_'AWE-5 AID PIMENSIONS IN FIEIJ:? E. S TFg, <k ICV No.Pe­10606654, STATE OF '�o 4 P"t rJ ,,,,,?,/o 1% NA ILI % rolrom Design and construction documents as Instruments of service are given In confidence and remain the property of Herechman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Herachman Architects, Incorporated. Date I Issue 05/24/2015 BID/PERMIT 41 Drawn By: Ty4K Project No.: 15850.00 0 0 (5 0 z FM T 0 r I .J C0 W 0 .J CM LU CV) LU 0 �_ (0 Z 0 < CV) J COO LU Lo CO) � C '* o 1T_ GERALD L. HERSCHMAN ARCHITECT 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com POWER PLAN E2mO F1 1 .0 POWER FLOOR PLAN SCALE: 1/411 = 1 1-011 MENEEN - - GENER& NOTES: A. DO NOT SWITCH EMERGENCY LIGHTS AND EXIT SIGNS. B. COORDINATE NEW LIGHTING CONTROLS WITH DOM CONTROL SYSTEM. C. E.C. TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. D. BRIEFER TO ARCHITECTURAL DEMOLITION PLAN FOR ALL ITEMS, EQUIPMENT, ErC., BEING REMOVED. ALSO REFER TO SPECIFICATION SECTION 16060 FOR ALL REQUIREMENTS. E. PROVIDE NEW CONITACTORS AS REQUIRED FOR NEW LIGHTING. F. E.C. TO PRODUCE A SKETCH DEPICEING THE EXISTING CONDITIONS. G. (DO DENOTES EXISTING TO REMAIN. H. ALL INSTALLED LIGHTING IS TO BE CONNECTED INTO THE STORE EMERGENCY MANAGEMENT SYSTEM. 1. CONFORM TO THE NEC, OSHA, FIRE MARSHAL. BUILDING DEPARTMENT AND OTHER APPLICABLE CODES AND REGULATIONS. OBTAIN PERMITS, PAY ALL FEES, AND ARRANGE FOR REQUIRED INSPECTIONS. J. COMPLY WITH ALL FACILITY STANDARDS AND THE REQUIREMENTS OF THE CONTRACT AS SPECIFIED BY ARCHITECT, ENGINEER, PROJECT MANAGER AND BUILDING OWNER. K. VISIT SITE, CHECK EXISTING CONDITIONS AND TAKE INTO CONSIDERATION IN BID. L SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROPERLY ADJUST AND START UP. M. DRAWINGS ARE DIAGRAMMATIC. FIELD VERIFY DOSTING CONDITIONS AND CONNECTION POINTS PF40R TO STARTING WORK. FULLY COORDINATE WORK WITH OTHER TRADES. APPROVED SHOP DRAWINGS ARE TO BE CONSIDERED AS THE MEANS AND METHODS OF INSTALLATION. N. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, CONSTRUCTION SEQUENCES, AND WORKMEN'S SAFETY. 0. PERFORM Ali DEMOLITION WORK REQUIRED FOR PROJECT AND DEPOSE OF DEMOLITION MATERIALS IN CODE APPROVED MANNER. P. ALL PENETRATIONS OF FIRE RATED WALLS AND FLOORS %ALL BE MADE WITH STEEL CONDUIT AND SEALED WITH U.L LISTIED FIRE RATED SEALANT. TO COMPLY WITH MANUFACTURERS INSTALLATION DETAILS. SEAL ALL CONDUIT SLEEVES FOR DATA CABLE AFTER CABLE INSTALLATION. SEALANTS TO BE AS MANUFACTURED BY 3M, STI, OR APPROVED EQUAL 0. ALL CUTTING AND PATCHING OF EXISTING SURFACES INCIDENTAL TO THIS WORK SHALL. BE PERFORMED BY THIS CONTWOR. DO NOT CUT ANY STRUCTURAL MEMBERS. CUTTING AND PATCHING SHALL BE PERFORMED IN COMPLIANCE WITH ARCHITECTURAL REQUIREMENTS. R. ALL ELECTRICAL EQUIPMENT AND WIRING AND OTHER ELECTRICALLY CONDUCTIVE MATERIAL LIKELY TO BECOME ENERGIZED SHALL BE BONDED AND GROUNDED PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. S. WIRES SHALL BE #12 AWC AND #10 SOLID OR STRANDED CONDUCTOR COPPER 600V, TYPE THWN1/`THHN, OR THW (75/90 DEG. C) 18 AWG TO AND INCLUDING #600 Kcmil AWC, STRANDED CONDUCTOR, COPPER, 60OV, TYPE THWN/THHN, XHHW OR THW (75/90 DEG. C) TYPE THHN (90 DEG. C) WIRE FROM OUTLET' BOX TO LIGHT FIXTURES COLOR CODE ALL WIRES PER N.E.C. GROUND CONDUCTORS SINALL BE GREEN, ISOLATED GROUND CONDUCTORS SHALL BE GREEN WITH A YELLOW STRIPE INCREASE WIRE SIZE BY ONE WIRE GAUGE SIZE FOR EVERY 75 LINEAR FEET OF WIRE RUN GREATER THAN THE DISTANCE SHOWN. T ALL ELECTRICAL EQUIPMENT SHALL BE UL LISTED FOR THE PURPOSE AND NOTED AS SUCH. U. 75 DEGREE C CONDUCTOR RATINGS HAVE BEN APPLIED UP TO 100 AMPS. ALL EQUIPMENT TERMINATION PROVISIONS SHALL BE LISTED AND IDENT'IFIED FOR USE WITH 75 DEGREE C CONNECTIONS PER NEC 110-14C. V. ELECTRICAL CONTRACTOR SHALL REVIEW ALL OTHER TRADES DRAWINGS AND/OR COORDINATE WITH OTHER TRADES AND VERIFY IF THERE ARE ANY ADDITIONAL ELECTRICAL REQUIREMENTS NOT SHOWN ON E]LECTRICAL DRAWINGS. COST FOR WORK SHOWN ON OTHER TRADES DRAWINGS SHALL BE INCLUDED IN BASE BID. WIRE ALL MISCELLANEOUS CONTROLS AS REQUIRED TO PROVIDE A COMPLETE SYSTEM. W. ALL EXISTING CIRCUITS REQUIRED TO RD" ACTIVE SHALL BE REWORKED OR MAINTAINED AS REQUIRED. X. THIS PROJECT N40LVES CONSTRUCTION OF A MERCANTILE USE GROUP FACILITY AND THE CONTRACTOR IS EXPECTED TO PROVIDE CRAFTSMANSHIP REFLECTING AND PRESERVING THE NATURE OF THIS BUILDING. Y. ALL CONDUIT ROUTING SHALL BE RUN CONCE40 ABOVE LAY—IN CEILINGS OR IN WALLS IN FINISHED AREAS. CONDUIT ROUTING IS ALLOWED TO BE EXPOSED IN WAREHOUSE, IN SALES AREA CEILING SPACE AND IN DATA ROOM. MINIMIZE EXPOSED CONDUIT RUNS IN ALL LOCATIONS. PAINT CONDUITS, HANGERS AND HARDWARE M MATCH SURFACE WHERE EXPOSED. CONFIRM CONDUIT ROUTING IN FIELD WITH CONSTRUCTION MANAGER IN ALL AREAS PRIOR TO ROUGH—IN. PATCH WALLS WITH PLASTER FOR A FINISHED SURFACE. THERE SK41 BE NO EXPOSED CONDUITS OR DEVICE BOXES ON THE EXTERIOR OF THIS BUILDING. DEVICE BOXES SHALL BE FLUSH WITH MASONRY WALLS AND IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY M COORDINATE THIS WORK WITH THE GENERAL COINTRACTOR. Z. ALL ELECTRICAL EQUIPMENT, DEVICES, CONDUIT AND WIRING SHOWN ON THE ELECTRICAL DRAWINGS IS NEW UNLESS CLEARLY CAM OUT AS EXISTING. ALL EXISTING ELECTRICAL EQUIPMENT THAT IS CALLED OUT TO BE REUSED SHALL BE INSPECTED IN THE FIELD BY THE ELECTRICAL CONTRACTOR AND THE CONSTRUCTION MANAGER TO DETERMINE ITS CONDITION PRIOR TO STARTING ANY WORK. PROVIDE DOCUMENTATION TO OWNER INDICATING CONDITION OF THE EXISTING EQUIPMENT, AND REUSE EXISTING EQUIPMENT ONLY IF ALL PARTIES AGREE THE CONDITION IS ACCEPTABLE. ALL EXISTING EQUIPMENT DETERMINED TO BE UNUSABLE SHALL BE REPLACED WITH LIKE KIND AS DIRECTED BY THE OWNER. ANY OF THE OWNERS EQUIPMENT DETERMINED TO BE REUSED THAT IS DAMAGED BY ANY CONTRACTOR DURING SWrrCHOVER SHALL BE REPLACED BY THAT CONTRACTOR. ALL EXISTING EQUIPMENT IS THE PROPERTY OF THE OWNER (NOT THE CONTRACTOR) AND SHALL BE TREATED ACCORDINGLY. AA. THE ELEOMAI. CONTRACTOR SHALL ENSURE THAT EACH MULTIM BRANCH CIRCUIT IS PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. AB. PROVIDE NEW TELEPHONE DATA DROPS, LOCATION AS DIRECTED BY DICK'S SPORTING GOODS IN FIELD. GENERAL DEMOLITION NOTES: A. THIS CONTRACTOR SHALL PERFORM ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AS INDICATED ON ELECTRICAL AND ARCHITECTURAL PLANS OR AS NECESSARY FOR THE PROJECT. REMOVE FROM SITE AND PROPERLY DISPOSE OF ALL MATERIAL AND DEBRIS FROM THE WORK. B. DEMOLITION DRAWINGS ARE GENERAL IN NATURE SHOWING THE SCOPE OF DEVOLITION WORK. CONTRACTOR SHALL, VISIT THE SITE AND BECOME FAMILIAR WITH THE QUANTITY OF LIGHT FInM, OUTLETS, ETC. REMOVE ALL EQUIPMENT AND DEVICES NO LONGER REQUIRED FOR FINISHED CONSTRUCTION. ALL EXISTING LIGHTS, CONDUIT, WIRE AND DEVICES IN PROJECT AREAS SHALL BE REMOVED AND DISPOSED OF. REMOVE CONDUITS BEYOND NEW SURFACES. REMOVE ALL EXISTING WIRE FROM CONDUIT BACK TO POINT OF COMMON USE OR TO PANELS. LABEL EXISTING CIRCUIT BREAKERS 'SPARE" IF NOT REIJSED FOR NEW WORK. C. DISCONNECT EXIS11NG EQUIPMENT IN BUILDING THAT IS TO BE REMOVED UNDER OTHER SECTIONS. REMOVE DATA AND PHONE CABLING SYSTEM AS DIRECTED BY OWNER. NO CABLES SALL BE REMOVED OR CUT WITHOUT APPROVAL FROM OWNER. ANY EXISTING CABLES TO REMAIN SHALL BE SUPPORTED FROM STRUCTURE BEFORE CEILING REMOVAL D. PATCH ALL SURFACES TO MATCH SURROUNDING FOR DEVICES TO BE REMOVED FROM EASTING WALLS TO BE MAINTAINED. EXISTING ROUGH—IN BOXES IN WALL TO RD" MAY BE REUSED IF CODE COMPLYING AND APPROVED FOR LOCATION 13Y ARCHITECT. E. THE OWNER RESERVES THE RIGHT OF SALVAGE FOR ALL EXIST1ING ELECTRICAL EQUIPMENT PRIOR TO DEMOLITION, THE CONTRACTOR SHALL REVIEW ALL MATERIALS AND DELIVER TO THE OWNER THOSE REQUIRED IN THEIR EXISTING CONWION. ALL OTHER MATERIAL SHALL BE REMOVED BY THIS CONTRACTOR. F. ALL CIRCUITS WHICH ARE REQUIRED TO REMAIN ACTIVE SHALL BE MAINTAINED OR REWORKED AS REQUIRED. MY EXISTING CIRCUITS OR CABLING SYSTEMS SERVING AREAS NOT AFFECTED BY DEMOLITION SHALL BE MAINTAINED. ALL CIRCUITS SHALL. BE VERIFIED WITH EXISTING DRAWINGS AND ACTUAL HELD CONDITIONS PRIOR TO BEGINNING DEMOLITION. 0 PLAN NOTES: 1. CONINECT' TO A NEW OR SPARE, 120 VOLT, 20 AMP CIRCUIT BREAKER, AS REQUIRED. CIRCUIT TO BE CONTROLLED AS PART OF THE EXISTING 'CUSTOMER' LIGHTING ON EXISTING CONTACTOR. 2. CONNECT TO A NEW OR SPARE, 120 VOLT, 20 AMP, AS REQUIRED. CIRCUIT TO BE ON AN UNCONTROLLED CIRCUff BREAKER. 3. JUNCTION BOX FOR CONNECTION TO FIXTURE LIGHTING. COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH SUPPLIER / INSTALLER. CONTRACTOR KF.2T VERIF=Y ALL 6LEAf;_'AWE-5 AID PIMENSIONS IN FIEIJ:? E. S TFg, <k ICV No.Pe­10606654, STATE OF '�o 4 P"t rJ ,,,,,?,/o 1% NA ILI % rolrom Design and construction documents as Instruments of service are given In confidence and remain the property of Herechman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Herachman Architects, Incorporated. Date I Issue 05/24/2015 BID/PERMIT 41 Drawn By: Ty4K Project No.: 15850.00 0 0 (5 0 z FM T 0 r I .J C0 W 0 .J CM LU CV) LU 0 �_ (0 Z 0 < CV) J COO LU Lo CO) � C '* o 1T_ GERALD L. HERSCHMAN ARCHITECT 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com POWER PLAN E2mO