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206 Towne Center Cir (a) (Champs)
RESPONSIBILITY SCRS ULF & NOTES e DATE: 12-13-12 SCALE: AS NOTED.,. GROSS AREA: 5,503 SQ. FT._ SALES AREA: SCOPE OF WORK PROJECT #: FURNISH INSTALL DRAWN BY: REMARKS �[ U IN l t-� CA <L QC i__ R !T)� x z ter, � z � .c F - 111 F_ LL, u-- � I- F- u ( IJO CT N �f lJ LJ�LIGHT DIVISION I: GENERAL DATA BARRICADE • • AS REQUIRED BY LANDLORD PER L.L. DESIGN CRITERIA DIVI51ON 11: SITE CONSTRUCTION DEMOLITION ® o DIV15ION III: CONCRETE CONCRETE PATCHING • • DIV151ON IV: MA50NRY MA50NRY • • THIN BRICK AT SALES AREA COLUMN ENCLOSURES DIVISION V: METALS STRUCTURAL STEEL FRAMING ® • GAUGE METAL FRAMING • • COORDINATE DEM15ING WALLS W1 LANDLORD UNISTRUT • _ • FOR SUSPENSION OF AUDIOVI5UAL EQUIP., LIGHTING 4 CCTV, SEE A6.0 FOR MORE INFO EXPANSION JOINTS REVEALS • • BLACK METAL CHANNEL AT STOREFRONT AREA SITE PLA! n V /� MAMALLKEYPLAN BRFAK METAL CLADDING • • STOREFRONT SEE FINISH SCHEDULE DIV15ION VI: WOOD 4 PLA5TIC5 ROUGH FRAMING • • LAYOUT, MATERIAL5, FURRING, BLOCKING, 4 ETC. I ,} r: e t , , p M F' S A r ; A. ,4 .J E S' r iY q ner a, k s F Y , 4 i Pq" � r r .... :..' ,;J... r .. . AA .L ,1 �/Yr . I, ,.Y,ry R r...y'' '•.... W' 0 x� A d r: 7n rr y',w Yp A I W 'L C rr r p, 5 Fl1Y" . .��.��s,. , (ray j7 Y l 2 11 � � CARPENTRY ® ®FINISN p a k ; + ^ f r r I I e r r i 4 ♦ WOOD GA5ED OPENINGS 0 DIVISION VII: THERMAL R M 15TURE PROTECTIONGTION WATERPROOF MEMBRANE G.C. TO TEST EX16TING SYSTEM.REPLACE IF REQUIRED ATT INSULATION _ A r r iv! , SEMINOLE TOWN CENTER r •i d N. n � C _ ROOFING PENETRATIONS .. , S a s :', .:> Mht t`r"i'4fi� � t`'-. jw. " � ". 3 • ��'a rr ,r+t-' 20aTOWN % F::NyCI�` LE,M SANFORD FL. 32111 A 1 ^ i : ,r , I I, DIVISION VIII: DOORS 4 WINDOWS METAL DOOR6FRAMES ® ® • REFER TO DOOR SCHEDULE r 3 � P • I 0 ® EFER R O DOORSCHEDULED00 HARDWARE t y h P 5n,Y k %.. i" :Y,:,r 1 m': ' t A': W r'"I 5✓, A'} x& { t E n , t FITTING ROOM DRAPE 4 HARDWARE0 0 AGC SS PANELS E ROLLING GRILLE BRACING SWITCHES 4 LOCKS I I ® ® yy 1 , pp sS�M". ,. ,r •w w'.iY.k y4rgR -^r. . '; , ) ry :> N .^ �i .'. . '.;r S, Y : ",p 4,,. u� ' t„ ;', '.^., k .. .. :.'.. -S .,r .,. .Y,, A.. �vr .a.. 1al.S ,. '. ,nq:%Q, ... w r- JJ... .... F.: ! - Y:S,t:•..d'k' 9 ,rmi .9. :b, ':.Y l �y ✓, h i q Y4" ) "a ,t • 'i, k 3„ ('-:,.rtt .,.. Y; d� F 30'x` t d.c`. ,,t ss, f/ .p Y Sx,.F•i �'.. ^Y , , , STOREFRONT GLAZING HEADS BASE EE ERIE EXIT DOOR PANIC HARDWARE /LOCK SET • REFER TO POO SCHEDULE D !VISION IX: FINISHES ..$.., }p,P GYPSUM BOARD,FRAMING AND ACCESSORIES x x dn-�• * R �„"d hs?--. b { f y 'o� wv� r , A d' c , 5 " I:., 4ff,J, '.. '*,� Y•'!#YL F. „(('+. 7n9A KS.P', y{y{ W,1:;.$ z k . A ..1♦Ir,',,a,:,,.,..22 �' „..: at. .�x..� �., +� ."K.d,,�.? wr yy'+9y,Y.1.1C,) »:.,'".,s. t t�* i 1 ,'1.('/ .�..,,.7_ :�. "vr}'t,'qryk:.k !i-�1`'r'`n..,t�zn.,,,.y.>,.„......::lwa.,.. .. rYt,r.Q:,, .,,,.,. 4A�4�`., ., . �rS.,.... , _....r.:.:;..:::... .,., ...;.�R �,..."ttA , I {di'_ .,,:,. dz,.....i,.„...}.,/wZ+'t �rieFu'.S: .+':.:::,r:..:s.",?,.'�$�,r .rA. �td(!N,.tfjy-`t6p'yw.,yri.p6".,d.-,,:r✓rI.>: ,a.....,:.„;x`_..t,7bdY'�Jo �i,k�P h �.t:. .s�.�,,:A„G,,.• r'/-{__(4du,.}.;,d .,.,.' a �rlkd,. l ,,,. _...p-.ku.:`n rk R I , $I 4 r : P F" dN Q ! Y r n REVERSE IMAGE VINYL G COORDINATE W/ TENANT 516N MANUFACTURER/INSTALLER FAUX ICK PANELS 5T0 EF ONT AND PERIMETER WALL5 IN SALES, AREA SETTING MATERIALS 4 ACCESSORIES MALL TILE FTILE ROM LEASE LINE TO POINT OF G O URE AT ENTRY SALES AREA DYED POLISHED CONCRETE UNDER SEPARATER TECONT ACT. G.G. TO COORDINATE. SEE GL1 CHAMPS SFORy5 11• SPACE K04 LEVEL 20f 2ACOUSTICAL VINYL GOM P OSITE TILE • • LAT =1N CEILING TILE AND GRID • • • .:�: t5i" :S•w_"t9�.Wa�'rti~ WOOD/VINYL BASE • • PAINT 4 PAINTING ^ • • PROJECT DIRECTORY CODE INFORMATION LIST OF DRAWINGS WALL 4 CORNERGUARD5 • GARMENT BAR - CEILING MOUNTED • • G.C. TO PROVIDE BLOCKING IN CEILING FOR FIXTURE. TENANT REVISION DATE AND NCS, DIVISION X: SPECIALTIES CHAMPS SPORTS APPLICABLE CODES: SHEET S�-IEE�I" �I�l_E /� /� /� /� A • • • TOILET ROOM ACCESSORIES G.C. TO SUPPLEMENT A5 REQUIRED FOOTLOCKER INC, 112 W. 34th STREET NEW YORK, NY 10120 ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND ZL L`� �'� L"� L7� STOREFRONT 51GN5 AND WINDOW GRAPHIC5 • • PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONNECTION G1.0 COVER SHEET • • INTERIOR VINYL GRAPHICS (VENDOR 4 MANIFESTO) PROJECT DESIGNER: KENDRA 51LVE5TER TEL: 212-120-4058 SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAYING JURISDICTION. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY TENANT'S CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE GI.I ARCHITECTURAL SPECIFICATIONS STOCK ROOM SHELVING SYSTEMS • • ® INC. SHELVING, NaN�,R0D5, LADDER5 4 MGR'S DESK GC TO FELLATE EXISTINQ FI=R FLANS G1,2 MECHANICAL 4 ELECTRICAL SPECIFICATIONS FITTING ROOM BENCH 4 GARMENT BAR • • MIRROR (FITTING ROOM) • • D1.0 DEMOLITION PLAN FAX' 212-120-4378 SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR(5). APPLICABLE CODES BANNER TRACK SYSTEM • • AT STOREFRONT D15PLAY WINDOW _. EMAIL: K51LVE5TER-QFOOTLOCKER.COM PROJECT CONSTRUCTION MANAGER DEAN ERMIDES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPLICABLE CODES: (INCLUDING LOCAL AMENDMENTS) AI -0 CONSTRUCTION PLAN 3/411 BLACK CONDUIT FOR CAMERA MOUNT • • COORDINATE W. SOUND, LIGHTING 4 CCTV VENDORS. 41.1 PARTITION TYPES _ CCTV SECURITY SYSTEM • • G.C. TO COORDINATE LOCATIONS WITH TENANT'S VENDOR A1,2 CONSTRUCTION DETAILS _ LED LIGHT BOXES • • 5ALE5 PERIMETER WALL TEL: 305-918-0046 FAX: 954-306-6192 EMAIL: DERMIDES6FOOTLOCKER.GOM BUILDING: 2010 FLORIDA BUILDING CODE AI.3 CONSTRUCTION DETAILS DIVISION XI: EQUIPMENT A2.0 STOREFRONT PLANS AND ELEVATION DIV151ON XII: FURNI5HING5 A2.1 STOREFRONT DETAILS PLEASE DIRECT ALL INQUIRES TO PROJECT CONSTRUCTION MANAGER MECHANICAL: 2010 FLORIDA BUILDING CODE MECHANICAL PLUMBING: 2010 FLORIDA BUILDING CODE PLUMBING SALES FLOOR DISPLAY FIXTURES - • ® A2.2 SIGN DETAILS 4 STOREFRONT DETAILS PERIMETER WALL DISPLAY SYSTEM • • G.C. TO PROVIDE IN -WALL METAL STRAPPING SEE A1.1 A3.0 FIN15H PLAN PERIMETER 5LATWALL • • A4.0 INTERIOR ELEVATIONS SHOPPING CENTER INFORMATION ELECTRICAL: 2008 NATIONAL ELECTRICAL CODE (NEC GASH WRAP, BAGKWRAP MILLWORK • 0 SEMINOLE TOWN CENTER 200 TOWN CENTER CIRCLE, SANFORD, FL. 32111 MALL /OPERATIONS MGR: FIRE PROTECTION: 2010 FLORIDA FIRE PREVENTION CODE A5.0 FIXTURE PLAN MANAGER'S DESK, CABINET, CHAIR • • A5.1 FIXTURE DETAILS DIV16ION XIII: SPECIAL CONSTRUCTION A6.0 REFLECTED CEILING FLAN CONTACT: JOHN PENNY ENERGY: 2010 FLORIDA BUILDING CODE ENERGY CONSERVATION DIVISION XIV: CONVEYING SYSTEMS TEL: (401) 323-1843 LANDLORD INFORMATION SIMON PROPERTY GROUP ACCESSIBILITY: 2012 FLORIDA ACCE55151LITY CODE EXISTING BUILDING: 2010 FLORIDA CODE EXISTING BUILDINGS DIVISION XV: MECHANICAL M1.0 MECHANICAL PLAN SPRINKLER PIPING 4 HEADS • • • REWORK AS REQUIRED, COORDINATE WITH MALL OFFS REQ'D SUB M2.0 MECHANICAL DETAILS FIRE EXTINGUISHERS) • • A5 REQUIRED BY LOCAL GODS - _ - -- -- NATIONAL CITY CENTER 115 WEST WASHINGTON STREET INDIANAPOLIS, IN 46204 CONTACT: DAVID FLETCHER OCCUPANCY GROUP: PLUMBING (SAN, DCW, DHW) • • • E1.0 ELECTRICAL POWER PLAN PLUMBING FIXTURES • • • E2.0 ELECTRICAL LIGHTING PLAN �T�, ,RD aulLc !NG DENT I _ DIFFUSERS 4 GRILLES 4 DUCTWORK • • • REFER TO SHEET M1.0 TEL: (311) 263-2281 �7 EMAIL: DFLETCNER 51MON.COM M : MERCANTILE CONSTRUCTION TYPE: E3.0 E4.0 ELECTRICAL POWER RISER 4 5CHEDULEB ELECTRICAL DETAILS �F ACCEC IIT r n ^ t t�tNB P,RE -D FUS` uGD ro ,,,E -!�T- RC lIENlE � cel P�IVtrT�- A LICE A r ., AND Cc RMIT Isst a '- rH URa" t( EU Smut 5c) Smut »E 101 TO VIOL l.r�„ -ti's-`� T3E T�3 H EQUIPMENT • ® AIR CURTAIN ARCHITECT WILLIAM PHILIP WHITE TYPE 11 B E4.1 ELECTRICAL DETAILS •THE `N( RK I AL-fEiURr5N i r AS CAL CUD! ` s, NOR INS FIRE DAMPERS • r nCE!_. -aN(-E PFQVI ,,SS. Ai -DEPT'RAF'-T _, ICE CF P: - !'ERPA!T F �FrF_ii F,E 1 FiEOUIRIf1e1 !i - c RT10 ) TOILET EXHAUST FAN, DUCTWORK, ROOF CAP • 438 E. WIL50N BRIDGE RD. -r rt <'F c ERROR ort -'Hp '„hn C or 'LAI ' 'CNF Cur)E 5. AIR BALANCE REPORT ® ® SUITE 100 WORTHINGTON, 01,410 43085 PHONE: (614) 436-000 TEMPERATURE CONTROL 5Y.STEM • _ SMOKE EVACUATION SYSTEM CONTACT: BRUCE MOOD -r ENGINEER JAMES KNOCHEL IV15ION XVI: FLIECTRICAL MAIN SERVICE CONDUIT • VERIFY W/ RISER AND IN FIELD n h A I -r 4 � �r �o^ • MAIN SERVICE WIRING VERIFY W/ RI5ER AND IN FIELD 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OHIO 43085 PHONE: (614) 430-0100 CONTACT: JAMES .KNOCHEL PROJECT COORDINATOR Tr FEEDER CABLE • INC. CONNECTION TO LANDLORD'5 CIRCUIT BREAKER CONDUIT, WIRING 4 DEVICES _ • • _ LIGHTING FIXTURES /LAMPS • • SEE SHEET A6.0 AND E2.0 FOR MORE INFO. STORE TABULATION n �/ I /� O L I SYMBOLS TELEPHONE CONDUIT 4 PULL WIRE • • TIME CLOCK • _ _ OCCUPANT DATA CONDUIT • • INC. VIDEO MONITORS AND MOUNTS. G.G. TO COORDINATE 4 CENTER COWAN AND ASSOCIATES 436 E. WIL50N BRIDGE ROAD WORTHINGTON, OHIO 43085 AREA 50. FT. CALCULATION LOAD RATIO Xx< DETAIL NUMBER /LETTER CALL OUT ��DETAIL SHEET SECTION �;; REV15ION IDENTIFIER DATA CABLING (LAN) o • SALES AREA: 3,584 50. FT/ 30 PER50N5 119 65 % WRAP CABLE 4 CONNECTORS • RELATED o CONTACT: BRUCE MOODY EMAIL: BMOODYvCOWANANDA550CIATE 5.COM TEL: 614-436-0100 y , ELEVATION MINIMUM FINISH FP -1 IDENTIFIER WALL CLEARANCE REF. TO DOOR IDENTIFIER EQUIPMENT Lj SCHEDULE TYPE A REF. TO EQUIPMENT. REF. TO PARTITION SCHEDULE _GASH - CASH WRAP CONDUIT 4 TERMINATION o o STOCK AREA: 1,504 SQ. FT/ 300 PERSONS 5 21 % REGISTERS, COMPUTERS, PRINTER5, ETC. o o NON-5ALE5 AREA: 415 5Q. FT/ : 00 PERSONS 1 g % TENANT ELECTRICAL PANELS • _ -- G.G. To VJR, SEE EI.O FOR MORE INFO. TOTALS 5,503 SQ. FT/ 3p)(p PERSONS 125 100 % TENANT ELECTRICAL TRANSFORMERS • LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS 2 ARE PROVIDED. SCHEDULE POWER TO SIGN ® • r G.G. TO VERIFY EX'G POWER IN FIELD e _ _ POOR MINIMUM � 5, 0„ � COLUMN 0A_ PLAN CLEARANCE `� CL AR GRD LINE IDENTIFIER 1 DETAIL A'� I �� REF. TO DOOR 0 L - ___J SCHEDULE AUDIO SYSTEM • •' SEE SHEET A6,0 FOR MORE INFO. GGTP SYSTEM E • • SEE SHEET A6.0 FOR MORE INFO. FIRE ALARM SYSTEM • • BY LANDLORD AT G.C.'5 EXPENSE LIGHTHAU5E SYSTEM • R \ /IATIO WI -FI • _ EXISTING TO BE RELOCATED/\ 1. TENANT'S CONTRACTOR 15 RESPONSIBLE FOR THE SCOPE OF WORK AS INDICATED IN THE DRAWINGS UNLESS OTHERW15E NOTED IN THE RESPONSIBILITY SCHEDULE ABOVE. ANY QUESTIONS OR D15CREPANCIE5 SHOULD BE BROUGHT TO TENANT PROJECT MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. A.F.F. ABOVE FIN15H FLOOR NOR, HORIZONTAL RM. ROOM BRG. BEARING LAV. LAVATORY R0, ROUGH OPENINGBLDG. 2. ALL G -SHEETS RELATE TO ALL TRADES AND VENDORS. BUILDING MFR. MANUFACTURER R.U.G. ROLL UP GRILLE 3. TENANT'S CONTRACTOR 15 TO PROVIDE SCHEDULE AND PROJECT CALENDAR TO TENANT'5 PROJECT MANAGER TO SNARE WITH OTHER VENDORS (E.G.-FIXTURE SUPPLIER, FLOORING 8.0.5. BOTTOM OF SOFFIT MAX. MAXIMUM SIM. 51MILAR SUPPLIER/!NSTALLER, SIGNAGE MANUFACTURER, LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS). CLC. CEILING MIN. MINIMUM SPEC, SPECIFICATION C.L. CENTER LINE MISC. M15GELLANEOU5 SQ. SQUARE 4. FOR MATERIALS PROVIDED BY OTHERS, TENANT'S CONTRACTOR 15 TO RECEIVE AND 15 TO REPORT MISSING ITEMS OR DAMAGES TO TENANT PROJECT MGR WITHIN 48 HOURS OF RECEIPT. IF CONST. CONSTRUCTION MWC MILLWORK CONTRACTOR STD. STANDARD TENANT'S CONTRACTOR FAIL5 TO DO 50, THE TENANT'5 CONTRACTOR 15 RESPONSIBLE FOR COSTS RELATED TO REPLACING M1551NG OR DAMAGED TENANT FURNISHED MATERIALS. N.I.C. NOT IN CONTRACT TYP. TYPICAL DIA. DIAMETER 5. TENANT'S CONTRACTOR 15 RE5PONSIBLE TO COORDINATE PROPER RECEIPT OF ALL TENANT SUPPLIED ITEMS INCLUDING BUT NOT LIMITED TO HAYING ALL NECE55ARY EQUIPMENT FOR DIM. DIMENSION O.C. ON CENTER U,N.O. UNLE55 NOTED OFF-LOADING CARPET FROM DELIVERY TRUCK. EQ. EQUAL OPP. OPPOSITE OTHERWISE FT, FEET PL. PLATE VERT. VERTICAL 6. TENANT'S CONTRACTOR 15 RESPONSIBLE FOR RELOCATING ALL EXISTING FIXTURE5 THAT ARE TO REMAIN FROM THE TEMPORARY LOCATION BACK TO THE SITE AFTER CONSTRUCTION 15 FLUOR FLUORESCENT R, RAD. RADIUS Y.I.F. VERIFY IN FIELD COMPLETE. GA. GAUGE RC,P. REFLECTED CEILING W/ WITH 1. TENANT TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR ORDER RELEASE PACKAGE. TENANT'5 CONTRACTOR TO ENSURE THAT THIS 15 MAINTAINED ON 51TE BY FIELD G.C. GENERAL CONTRACTOR PLAN W/o WITHOUT SUPERINTENDENT, G.W.B. GYPSUM WALL BOARD REQ'D REQUIRED WD. WOOD H,, HT.. HEIGHT REV. REVISION II 8. TENANT'5 CONTRACTOR TO FURNISH TENANT PROJECT MANAGER WITH A5 -BUILT DILL65. EFL GTING ACTUAL CONDITIONS UPON COMPLETION OF JOB. TOOT LOCKER, INC. STORE ORE PLANNING DEFT 112 WEST 34TH STREET NEW YORK, lelY 10120" ` PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, O�-I 43085 PHONE: (6 14) 436-0100 CONTACT: BRUCE MOODY ARCHITECT. WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: 614 436-0100 CONTACT: BRUCE MOODY ENGINEER: L JAMES A. KNOCHEL P.E. 6 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JiM KNOCHEL SEAL Prohibition On Re -'use and Copyright Motice: The information and specifications contained within these drawings was prepared for use with the scope of work of the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of retard authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are unci shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these docurnents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectukol work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE SHEET TITLE COVER SKEET ^ SHEET NO n _...._. CH TYRONE PROTOTYPE e DATE: 12-13-12 SCALE: AS NOTED.,. GROSS AREA: 5,503 SQ. FT._ SALES AREA: 3,584 SQ. FT.' - PROJECT #: FL -086 DRAWN BY: STAFF '- SHEET TITLE COVER SKEET ^ SHEET NO n _...._. CH TYRONE PROTOTYPE e t FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this Information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing urchitect and engineer of record authoring these documents is strictly prohibited by the low. These drawings and specifications, arid the information contuined within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE DIVISION 1 GENERAL REQUIREMENTS/ 12-13--12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ, FT. GENERAL NOTES GENERAL CONDITIONS (CONT.) DRAWN BY: DIVISION III CONCRETE DIVISION Vlll DOORS & WINDOWS (CONT.) DIVISION IX FINISHES (CONT.) 1. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY L - CLEAN UP AT TURNOVER- A - PATCHING (WHEN REQUIRED: 5- STOREFRONT GLAZING: E - CARPET: DEVIATIONS TO THE ATTENTION OF THE TENANT'S PROJECT MANAGER. THE STORE 15 TO BE PROFESSIONALLY CLEANED AND LEFT IN "READY FOR SELLING" MINIMUM 3000 PSI CONCRETE FILLER AND PATCHING WHERE EXISTING 5LAk3 NAS BEEN 1. GLAZING, 1/2" THICK CLEAR TEMPERED GLA55 (OR AS INDICATED ON 1. CARPET, TERRAllO STRIP, AND/OR REDUCER MUST BE NEW MATERIALS AND MUST CONDITION. STOREFRONT, LIGHTS, STORE FIXTURES, ADJACENT NEUTRAL PIERS AND REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC. DRAWINGS), POLISH ALL EXPOSED EDGES. CONFORM TO ALL CODE REQUIREMENTS AND INDUSTRY QUALITY STANDARDS. 2, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR LANDLORDS' BULKHEAD ARE TO BE CLEANED OF ALL DUST, GLUE, GROUT, AND B - CONCRETE SLAB: 2. PROVIDE AND INSTALL GLAZING CUPS OR BUTTONS AS REQUIRED BY SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING THE WORK. MISAPPLIED PAINT. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION LOCAL CODE. 2. PREPARE FLOOR SURFACE TO ELIMINATE HOLES, CRACKS OR BUMPS. ALL EDGE FAILURE TO DO SO SHALL PLACE FULL RE51-'ONSI5ILITY FOR ANY ERRORS MATERIALS AS DIRECTED BY THE PROJECT MANAGER. HVAC FILTERS TO BE CHANGED INSTALL MINIMUM 3000 PSI CONCRETE WITH 6" X 6" - WI.4 X W1.4 W.W.F. AT MID LEVEL CONDITIONS AT MALL FLOOR AND CARPET TO BE FLOATED UP FOR SMOOTH, EVEN UPON THE CONTRACTOR. FOLLOWING CLEANING. OVER 6 MIL. VAPOUR BARRIER CAT SLAB ON GRADE CONDITIONS OR ADHERE TO 3- REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS. TRANSITION. LOCAL CODE REQUIREMENTS). INSTALL CONTROL JOINTS AT MAX. 200 517. 3. CARPET 5NALL BE TURNED OVER CLEAN AND WITHOUT STAINS OR SNAGS DUE TO 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONSTRUCTION WORK. PROTECT CARPET BEFORE, DURING, AND AFTER INSTALLATION. SETBACKS, AND/OR EASEMENTS, EXISTING UTILITIES, AND ANY M - IN5URANCE: C - GLASS AND GLAZING: UNDERGROUND OR SURFACE STRUCTURE OR CONDITIONS PRIOR TO COMMENCING THE WORK. SECURE, i�AY FOR AND MAINTAIN, DURING CONSTRUCTION AND FIXTURING WORK1. WITHIN LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN MIRRORS SHALL BE I/4" CLEAR PLATE PROVIDED AND INSTALLED BY THE 4. INSTALL ALL CARPET A5 PER "CARPET INSTITUTE" RULES AND GUIDELINES. AMOUNTS AS 5ET FORTH HEREIN. WORK SHALL NOT COMMENCE UNTIL ALL DIVISION IV MASONRY CONTRACTOR WITH CONTINUOUS CHROME J -MOULD, STYLMAR.K #4200(a8 OR EQUAL, TOP AND BOTTOM (MITRED CORNERS) ANL) ADHESIVE RECOMMENDED F - VINYL COMPOSITION TILE/VINYL BASE: 4. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A WALL FRAME REQUIRED INSURANCE HAS BEEN OBTAINED AND CERTIFICATES OF SUCH BY MIRROR MANUFACTURERSEAL ALL EDGES WITH CLEAR SILICON CAULK, WITH CLEAR PLEXI FACE OVER THE MANAGER 'S DESK CONTAINING THE INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND TENANT. THE . ALL SIDES. I. 1/8" X 12" X 12" VINYL RESILIENT TILES WITH 4" (OR (a") HIGH X 1/8" THICK, TOP -SET, CERTIFICATE OF OCCUPANCY. LANDLORD MUST BE NAMED AS "ADDITIONAL INSURED". CERTIFICATE Or STRAIGHT VINYL BASE AT CARPET AND COVE AT VINYL TILE. (PRE FORMED CORNERS INSURANCE INSURANCE SHALL COVER WORK PERFORMED BY THE CONTRACTOR, EACH NO WORK UNDER THIS SECTION UNLESS REQUIRED FOR PROPER CUTTING AND ARE REQUIRED). SEE FINISH SCHEDULE FOR SPECIFIED MATERIALS. 5. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A P.V.C. TUBE AND ALL MAJOR SUPPLIERS. THE TENANT GENERAL A - REPAIR OF BUILDING SHELL. IN THIS EVENT, ALL WORK SHALL BE PERFORMED TO AS SPECIFIED IN THE PLANS WITH A COMPLETE COPY OF THE AS -BUILT CONTRACTOR AND SUBCONTRACTORS REQUIRED MINIMUM COVERAGE AND LIMITS THE HIGHEST LEVELS OF QUALITY AND CRAFTSMANSHIP AND 5NALL BE D - ACCESS DOORS: 2. FILL ALL CRACKS, JOINTS, ETC. IN SUB -FLOOR WITH CRACK FILLER APPROVED BY CONSTRUCTION DOCUMENTS. OF LIABILITY ARE AS FOLLOWS: COORDINATED WITH LANDLORD'S REPRESENTATIVE. 1. PROVIDE FLUSH TYPE METAL ACCESS DOOR5 i11N 16" X 20", OR AS SPECIFIED ON FLOORING MANUFACTURER. INSTALL ALL MATERIALS WITH WATERPROOF TYPE 6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES FOR THE DRAWINGS, MANUFACTURED FROM # 14 GA. STEEL, COMPLETE WITH FLUSH FLANGE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS SPECIFIED WORK. TYPE FRAMES MANUFACTURED FROM # 16 GA. STEEL, WITH ANCHORS. AND SURFACE INVOLVED. 1. WORKMEN'S COMPENSATION INSURANCE INCLUDING PAYMENT TO THE EMPLOYEES OF THE CONTRACTOR, COMPENSATION PROVIDED BY THE WORKMEN'S DIVISION V METALS 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO 3. SLABS OR 5UB-FLOORING TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO COMPENSATION LAWS OF THE STATE IN WHICH THE WORK 15 BEING PERFORMED, WITH LIMITS OF NOT LESS THAN X2,000,000. CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS APPROVED BY THE TENANTS PROJECT MANAGER. MOISTURE TESTING TO BE REPORTED To TENANT'5 PROJECT MANAGER IMMEDIATELY. SPECIFICATIONS 2. CONTRACTOR'S PUBLIC LIABILITY INSURANCE, HAVING LIMITS OF A - METAL STUDS: 3. NOT LESS THAN $2,000,000. CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE, HAVING LIMITS OF NOT LE55 THAN 12,000,000. 1. 2. 20 GA. MINIMUM AT NON-5ALE5 WALLS, AT STOREFRONT OR WALLS WITH DECKSG ABOVE. 25 GA. MINIMUM, AT 16" O.C. MAXIMUM AT TYPICAL PARTITIONS UNLESS 3. 4. ACCE55 DODR5 SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND CEILING MATERIALS. ACCESS DOORS LOCATED IN FIRE RATED WALLS, FLOORS, CEILING -FLOOR OR CEILING -ROOF A55EMBL IES SHALL BE UL FIRE RATED LISTED AND LABELLED. - 1. 2. CERAMIC, TILE: PROVIDE AND INSTALL CERAMIC TILE WHERE INDICATED. THICKNE55 OF FLOORING MATERIALS MAY VARY. PROVIDE A MORTAR BED THAT DIVISION I GENERAL REQUIREMENTS/ 4. GENERAL THIRD PARTY PROPERTY DAMAGE INSURANCE, HAVING OTHERWISE NOTED. RESULTS IN A FLUSH FLOOR FINISH CONDITION. GENERAL CONDITIONS LIMITS OF NOT LESS THAT $2,000,000. 3. PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLIPS, ANCHORS, ANGLES, BRIDGES, 5• PROVIDE KEYED LOCK AT ALL ACCESS DOORS IN COMMON AREAS. 3. INSTALL TILES USING RECOMMENDED MI+THOD5 OF THE. "TILE CONTRACTORS 5. CONTRACTOR To FURNISH A HOLD HARMLESS CERTIFICATE FOR BRACKETS, SLEEVES, ETC., AS REQUIRED. 6. FINISH TO MATCH ADJACENT 5URFAGE5. ASSOCIATION OF AMERICA" AND THE "TILE COUNCIL OF AMERICA INC." U51NG THE THE CONTRACTOR SHALL BE RESPDN5IBLE FOR A COMPLETE AND OPERATIONAL FOOTLOCKER INC. 5- STRUCTURAL STEEL AND/OR HEAVY GAUGE METAL FRAMING: THIN SET METHOD. TILE JOINTS ARE TO BE 1/S" WIDE. TENANT SPACE INCLUDING, BUT NOT LIMITED TO ALL FINISHES, MECHANICAL, 6. LIMIT TO BE ADJUSTED WHERE REQUIRED BY LANDLORD FDR ADDITIONAL 1. INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. AS SHOWN IN THE E - STOREFRONT CLOSURE: ELECTRICAL, PLUMBING, AND FIRE PROTECTION. COVERAGE ONLY TO MEET CRITERIA LISTED IN TENANT CRITERIA BOOKLET, 4. CAREFULLY CLEAN ALL WORK (ALL GROUT FILM MUST BE REMOVED) AND REPLACE OR AS DISCUSSED IN PRE -CONSTRUCTION MEETING WITH LANDLORD PLANS AND DETAILS. 1. INSTALLATION AND SUPPORT OF ROLL -UP GRILLE OR SECURITY GATE MUST OR REPAIR ANY DAMAGED WORK AND LEAVE IN PERFECT CONDITION. USE No ACID A - COORDINATION: REPRESENTATIVE. C - PROTECTIVE CORNER GUARDS: COMPLY WITH LOCAL CODES. AGENT OR DEVICE THAT WILL MAR SURFACE. 1. OBTAIN A COPY OF THE TENANT CONTRACTOR CUIDELINE5 HANDBOOK 1. PROVIDE AND INSTALL METAL CORNER GUARDS AT ALL OUTSIDE CORNERS IN 2. REMOVE 055TRUCTION5 THAT WILL HINDER INSTALLATION OF GRILLE. COORDINATE AND COMPLY WITH THE REQUIREMENTS. NOTE IN PARTICULAR THE N - INDEMNIFICATION: NON -SALES AREA (2" x 2" x 12"). DELIVERY AND INSTALLATION WITH INSTALLER. H - DYED POLISHED CONCRETE INSURANCE REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, UTILITY LOCATIONS, TEMPORARY REQUIREMENTS, MALL CONSTRUCTION TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY D - REVEALS: 3. PROTECT GRILLE FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION 1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTIONAND AND HOLD HARMLESS THE LANDLORD, TENANT, AND ARCHITECT AND THEIR AGENTS EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, ALL CLAIMS, 1. INSTALL METAL REVEALS SIZE AND LENGTH A5 MAY BE INDICATED ON THE 2. INSTALLATION - TEST FOR MOISTURE PRIOR TO START OF FLOOR. REPORT ALL MATERIALS, HAUL OFF, AND PERMIT INFORMATION. DAMAGES, LOSSES AND EXPENSES. INCLUDING BUT NOT LIMITED TO ATTORNEY'S . . PLANSBLOCKING OR BACKING A5 REQUIRED TO SECURE SHALL BE PROVIDED M0I5TURE TEST RESULTS TO THE PROJECT MANAGER WITHIN FIVE (5) DAYS OF TEST FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, ADMINISTRATION. 2. COORDINATE WORK WITH THE WORK OF OTHER TRADES, THE LANDLORD'S PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE 15 ATTRIBUTABLE 2. PAINT OR FINISH PER PLANS. DIVISION IX FINISHES USE OF A CERTIFIED DYED POL I5HED CONCRETE FLOORING INSTALLER PERFORMING FORCES, AND GENERAL CONTRACTOR, TO AVOID CONFLICTS AND EXPEDITE THE COMPLETION OF THE PROJECT. TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING E - EXPANSION JOINTS -INSTALL AS PER PLANS AND MFR.'5 RECOMMENDATIONS: THE INSTALLATION PER MANUFACTURER GUIDELINES 15 REQUIRED. 3. NO WORK SHALL COMMENCE WITHOUT CONSENT OF THE LANDLORD. THE LOSS OF USE RESULTING THEREFROM. USG 093 FOR CEILINGS AND WALLS, A5 MAY BE INDICATED IN THE DRAWINGS. 3. FLOOR PREP - PER MANUFACTURER GUIDELINES 5- PAYMENT AND WAIVER OF LIENS: 1" 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL I" DEPTH) WITH A - GYPSUM DRYWALL: 4. FLOOR PROTECTION - SUPPLY AND INSTALL RAM 50ARD5 OVER ENTIRE FLOOR ALL PAYMENTS MADE To THE TENANT'S GENERAL CONTRACTOR FOR TH15 O - MI551NG/DAMAGED FREIGHT: 2. ELASTOMERIC FILLER TO MATCH FINISH AS MANUFACTURED BY CONSPEC SY5TEM5 INC., 1. PROVIDE AND INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION TAPING ALL SEAMS. PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY FOR PAYMENTS MUNCY, PA (111) 546-5941, (800) 899-8493 FRAMING. CEILING SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, GC TO GLEAN FLOORING A5 PER MANUFACTURE'S INSTRUCTIONS. TO SUBCONTRACTOR'S, MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED BY 1 OPEN BOXES WITH OBVIOUS DAMAGE. MATERIALS, ETC. A5 SHOWN ON THE DRAWINGS AND A5 SPECIFIED. INSTALL ALL SPECIFIC CONTRACTORS TO PERFORM WORK OR 5UPPLY MATERIALS TO 2. BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEMS) F - UN15TRUT SPACE FRAME GRID SYSTEM AS REQUIRED FOR LIGHTING, MATERIALS PER THE MFR.'S 5PECIFICATION5 AND RECOMMENDATIONS. 5. MOISTURE TEST ONLY REQUIRED FOR SLAB5 ON GRADE 4 NEWLY INSTALLED TH15 PROJECT. THE TENANTS' GENERAL CONTRACTOR IS REQUIRED TO DAMAGED OR MISSING. (EXAMPLE) -(4) PANELS - PERIMETER WALL TELEVISION MONITORS, CEILING ACCESSORIES OR MECHANICAL CONC. SLAB. SUBMIT PARTIAL WAIVERS OF LIEN FOR H15 WORK AS WELL AS FOR HIS DAMAGED. DO NOT JUST NOTE "I CARTON OR PALLET DAMAGED." SY5TEM5 SUSPENSION: 2• GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK FIRE CODE SHEET ROCK (TYPE "X11) WORK, ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. THE FINAL TEN 3. AFTER THE PROBLEM 15 NOTED ON THE FREIGHT BILL, HAVE CARRIER'S DRIVER 1. PROVIDE AND INSTALL PER MANUFACTURES SPECIFICATIONS WITH ALL PANELS OF STANDARD QUALITY OR APPROVED EQUAL. PERCENT RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND ALSO SIGN IT. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF ACCESSORIE5 REQUIRED FOR A COMPLETE JOB. 3. FASTENERS: DRYWALL SCREWS OF PROPER 51ZE AND TYPE. EXECUTED WAIVERS OF LIEN INDICATING 100%%% COMPLETION AND 100% %% PAYMENT IN FULL BY ALL 5UBCDNTRAGTOR6 AND MATERIAL SUPPLIERS. A 4. DAMAGE. THERE ARE TIMES WHEN DAMAGE 15 DISCOVERED UPON UNPACKING THE 2. SUPPORT WITH THREADED RODS AND NUTS FROM STRUCTURE AS REQUIRED OR 4. ACCE550RIE5 AND TRIM: U.5. GYPSUM BOARD OR GOLD BOND SYSTEM OF LIST OF ALL SUBCONTRACTORS, INCLUDING ADDRESS AND PHONE NUMBER, ,ONLY FREIGHT. IN ORDER TO RECEIVE PAYMENT IN SUCH CASE, WE MUST PROVE THAT THE DETAILED. COMPONENTS AND PERFORATED TAPE. ALL METAL TRIM SHALL BE ARE TO BE PROVIDED TO THE STORE AND TO THE TENANT'S NOME OFFICE. FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST 3. CONTACT UNISTRUT SPACE FRAME SYSTEMS AT 0030) 113-3460. PERFORATED FLANGE TYPE FOR COMPOUND FINISH. BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE, AND IF FOUND, THE FREIGHT BILL SHALL BE NOTED AND SIGNED AS IN 1 AND 2 ABOVE. B - CEILING SYSTEMS: C+ DIVISION VI WOOD & PLASTICS 1. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH 5U5PEN51ON SYSTEM AND G - QUALITY OF WORK: 5. SEND ALL REQUIRED DOCUMENTATION VIA FAX TO TENANT PURCHASING MANAGER RELATED ACCE550RIE5 AS SHOWN ON DRAWINGS AND AS SPECIFIED. ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMAN LIKE MAN. IN OR PROJECT MANAGER WITHIN 48 HOURS OF TAKING RECEIPT OF MATERIALS. IF ACCORDANCE WITH ACCEPTED CONSTRUGTIDN STANDARDS AND 0.5.H.A TENANT'S CONTRACTOR FAILS To FOLLOW THIS PROCEDURE, TENANT'S CONTRACTOR A CARPENTRY 4 BLOCKING: 2. ALL LIGHT GAUGE METAL FRAMING AND CEILING SU5PEN51ON COMPONENTS FOR REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO THE REPLACEMENT OF BEFORE USING WOOD FRAMING OR BLOCKING OF ANY TYPE, CONFIRM CODE SOFFITS, GYPSUM BOARD AND LAY -IN CEILINGS SHALL BE ANCHORED TO THE THE PLANS UNLESS A VARIANCE IS APPROVED BY THE TENANT AND ALL MISSING OR DAMAGED "TENANT FURNISHED" MATERIALS. RESTRICTIONS. IF USE OF WOOD 15 PERMITTED BY REQUIREMENTS, ADHERE TO STRUCTURAL JOISTS AND BEAMS ONLY. THE GENERAL CONTRACTOR 15 RESPONSIBLE AUTHORITIES HAVING JURISDICTION. ALL EQUIPMENT 4 MATERIALS UNDER THE THE FOLLOWING GUIDELINES: FOR PROVIDING AND INSTALLING ANY ADDITIONAL FRAMING REQUIRED. DIVISION X SPECIALTIES CONTRACT ARE TD BE NEW UNLESS OTHERWISE SPECIFIED IN THE PLANS. 1. USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT 3. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES, WAS PRODUCED. ALL MATERIALS SHOULD HAVE FACTORY EDGES ANp CORNERS. CEILING GRILLES, DIFFUSERS AND OTHER TYPICAL CEILING ACCESSORIES. PROVIDE A - PERIMETER WALL OUTRIGGER SYSTEM: 5Y5TEM COMPONENTS FROM A SINGLE MANUFACTURER. D - CODE COMPLIANCE: DIVISION 11 SITE CONSTRUCTION 2. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL I. INSTALL PREFABRIGATE D/PREFINISHED PERIMETER WALL MERCHANDISING IT IS THE RE5P0NSIBILITY OF THE CONTRACTOR TO MAKE CERTAIN BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS 4. INSTALL CEILING AND 51,15PEN510N SY5TEM5 IN STRICT ACCORDANCE WITH THE AND DISPLAY SYSTEM PER DRAWINGS. THAT ALL WORK 15 IN COMPLIANCE. WITH ALL CODES, ORDINANCES, REQUIRED, BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE 2. PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. AND REGULATIONS OF ALL PUBLIC AUTHORITIES HAVING JURISDICTION A - VERIFY EXISTING CONDITIONS AND LOCATIONS OF UTILITIES, ROOF DRAINS, SECURE IN PLACE WITH SUFFICIENT NAILS, SPIKES, SCREWS AND BOLTS AS NECESSARY. REQUIREMENTS. FINISH CEILING SHALL BE LEVEL WITH JOINTS, SNUG AND SQUARE, ( E.G.-N.E.G., ETC.). HVAC EQUIPMENT, ETC., PRIOR TO COMMENCING THE WORK. AND IN PERFECT CONDITION. 3. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. 3. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING, 5UPPORT5, ETC. 5. MATERIALS AND FINISHES B - LAVATORY ACCESSORIES: E - DIMENSIONS: B - DEMOLITION: UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FINISHED TD 1• SCOPE OF WORK THIS PORTION OF THE WORK INCLUDES ALL LABOUR, MATERIALS 4. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC. A5 REQUIRED a. REFER TO REFLECTED CEILING PLAN FOR SPECIFICATION OF MATERIALS. I. FURNISH AND INSTALL BATHROOM ACCESSORIES (SEE SCHEDULE): "BOBRICK" OR .FINISHED FACE OF MATERIALS, FACE OF STOREFRONT, OR LEASE LINE. VERIFY ALL PROPOSED DIMEN510N5 TO BE CONSISTENT WITH FIELD CONDITIONS. AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE FOR CARPENTRY WORK. b. REFER TO FINISH PLAN FDR SPECIFIED CEILING FINISH. EQUAL ADVISE TENANT'S PROJECT MANAGER OF ANY D15CREPANCY BETWEEN THE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. IN GENERAL, THE ITEMS TO BE PERFORMED 5. ALL EXISTING OR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE IDENTIFIED c. LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT. 2. ACCESSIBLE ACCESSORIES - PROVIDE ALL HANDRAILS, FIXTURES, ETC. REQUIRED BY CODE, CONFIRM REQUIREMENTS PRIOR TO INSTALLATION. JB DRAWINGS AND ACTUAL OCONDITIONS BEFORE COMMENCING THE WORK. ALL ANGLES SHALL A U OB DEGREES, UNLESS OTHERWISE NOTED IN THE UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL WITH A UL LABEL CERTIFYING THIS CLASSIFICATION, d. CEILING WHERE NOTED ON PLANS SHALL BE I HOUR RATED AND SHALL 3. INSTALL IN -WALL BLOCKING AS NEEDED TD PROVIDE ADEQUATE SUPPORT FOR CONSTRUCTION DOCUMENTS. EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT B - MILLWORK: CONSIST OF CLA55 "A" TILES WITH SUSPENSION GRID, HARDWARE, CLIPS, ETC. ACCESSORIES. FIXTURES, FLOORING, DOOR5 AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND I. RECEIVE AND INSTALL ALL PRE -FINISHED MILLWORK AND CABINETS, FIXTURES, NECESSARY TO ACHIEVE RATING. G - 51GN5/51GNAGE: STOREFRONT AND A5 SPECIFIED ON THE DRAWINGS. FOR TAKE-OVER PROJECTS PANELLING, DOORS AND FRAMES, ETC., A5 SHOWN ON DWIGS. OR AS DIRECTED F - SHOP DRAWINGS: FOOTLOCKER INC. REP. MAY ELECT TO RE -USE EXISTING STOCK AREA CONDITIONS - C - PAINTING, FINISHING, AND WALL COVERING: 1. INSTALL ALL TEMPORARY SIGNS AND BANNERS AS REQUIRED, BASED UPON 1. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR FOR PROJECTS INVOLVING EXISTING FOOTLOCKER INC. OWNED STORES. IN SUCH CASE VERIFY WITH FOOTLOCKER INC. CONSTRUCTION MANAGER BEFORE REMOVAL 2. CUT, FIT AND INSTALL ALL MILLWORK AND SET PLUMB ANE) TRUE IN ACCORDANCE 1.- PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY DIRECTED INSTRUCTIONS OF TENANT'S PROJECT MANAGER. REQUIRES, PLUS TWO COPIES, TO THE TENANT'S PROJECT MANAGER FOR AND CONSTRUCTION. WITH ASSEMBLY /INSTALLATION DRAWINGS PROVIDED. OTHERWISE IN THE DRAWINGS, COVER ALL SURFACES THOROUGHLY AND EVENLY. IF D - AUDIO/VIDEO SYSTEMS: APPROVAL. 3. BACK OUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT THE NUMBER OF GOATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, APPLY 1. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. 2. SUBMITTALS MUST BE SCHEDULED 50 A5 NOT TO IMPEDE THE PRDGRE55 SPLITTING. ADDITIONAL COATS OF SPECIFIED MATERIAL TO PROVIDE SATISFACTORY COVERAGE. 3. OF THE WORK. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, 4. CONFIRM BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL SEE FIN15H SCHEDULE FOR SPECIFICS. E - STOCKROOM MOBILE 5HELVING SYSTEM: AND OTHER DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO 2. DISCONNECTION OF SERVICES ASSEMBLIES. 2. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED. 1. CONFIRM CODE COMPLIANCE WITH TENANT PROJECT MANAGER PRIOR TO SHIPMENT PROVIDE INFORMATION SPECIFIC TO THIS WORK. a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK 5. ALL FIXTURES ARE TO PROFESSIONALLY CLEANED 3_ PREPARE BY CLEANING ALL SURFACES FREE OF LOOSE DIRT AND DUST PREPARE AND INSTALLATION. 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY SHALL BE RE-ROUTED AS NECE55ARY TO PROVIDE TEMPORARY ALL METAL SURFACES IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN F_ FITTING ROOM ACCESSORIES: CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR CONTINUATION SERVICE. SPEC,IFICATION5. 1. PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES, b. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN DIVISION VII THERMAL &MOISTURE PROTECTION 4- PAINTED DRYWALL SHALL RECEIVE CNE GOAT OF LATEX PRIMER AND TWO GOATS Or F 5, IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR APPROVED MANNER. c. SPRINKLER SHUTDOWN SHALL BE COORDINATED WITH THE BUILDING SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCH 2• INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. A - VAPOUR BARRIER: SYSTEM LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. PRIOR TO EXECUTION OF WORK. UP ALL SUCTION SPOTS OR HOT SPOTS AFTER THE APPLICATION OF THE FIRST COAT AND BEFORE APPLYING A SECOND COAT, TO PRODUCE AN EVEN RESULT IN THE 6. DIRECT ALL SUBMITTALS To THE TENANT'S PROJECT MANAGER. 3. ABANDONED ELECTRICAL WIRING CONDUITS AND OTHER UTILITIES ENCOUNTERED 1. PROVIDE AND INSTALL 6 MIL POLYETHYLENE BELOW ALL REQUIRED PATCH AREAS AT SLAB ON GRADE CONDITIONS AND 4 MIL. POLYETHYLENE AT WALLS FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MFR.'S RECOMMENDATIONS FOR RE -GOAT TIME SEAL ALL DRYWALL SURFACES DIVISION XI EQUIPMENT G - GUARANTEE: IN THE PROGRESS OF THE DEMOLITION THAT ARE To BE ABANDONED SHALL BE THAT RECEIVE BATT INSULATION. BEHIND MIRRORS AND BUILT-IN COMPONENTS. GUARANTEE IN WRITINGALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER. ANY B - ELASTOMERIC CRACK BRIDGING: COMPLETION AND ACCEPTANCE BY THE TENANT. ALL WORK SHALL CONFORM TO ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY To THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. 1. PROVIDE AND INSTALL ELASTOMERIC CRACK BRIDGING A5 MANUFACTURED BY 5. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, FILL A - THE WORK UNDER TH15 SECTION 15 TO BE INSTALLED ACCORDING TO SHOP DRAWINGS REQUIREMENTS OUTLINED IN THE LANDLORD'S SPECIFICATION TO LESSEE AND NATIONAL APPLIED CONSTRUCTION PRODUCTS, INC., P.O. BOX 1266, CUYAHOGA FALLS, CRACKS, ETC. BEFORE APPLYING FINISH. AND SPECIFICATIONS OF THE ASSOCIATED MANUFACTURER. SHALL BE APPROVED BY THE LANDLORD. FURNISH THE FOLLOWING UPON COMPLETION OF WORK: OHIO 44223± PHONE 213-928-3414, OR APPROVED EQUAL. 6. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. B - REFER TO RESPONSIBILITY SCHECULE ON 631.0 FOR PARTIAL L15T OF ITEMS. G - BATT INSULATION: 1. BEFORE STARTING FIN15H WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, I. CERTIFICATE OF OCCUPANCY 4. DEMOLITION LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR 2. GENERAL CONTRACTOR'S AFFIDAVIT OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR 1. PRDvIpE AND INSTALL MINIMUM R-13 FRICTION FIT, FULL BATT INSULATION AS BY OWENS-CORNING F BERGLAS OR EQUAL WHERE INDICATED ON SUCH ITEMS. 3. GENERAL CONTRACTOR'S RELEASE OF WAIVER OR LIEN THAT PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR DRAWINGgURED g PAINT ALL RADIATION COVERINGS, CONVECTORS, REGISTERS, LOUVERS, GRILLES, DIVISION XII FURNISHINGS 4. AN EXECUTED ANp ACKNOWLEDGED RELEASE OF MECHANICAL LIENS WITH SALVAGE REQUIREMENTS. WHERE SALVAGING 15 REQUIRED, PROCEDURES EMERGENCY LIGHTS, 5PEAKER5, TRIM LIGHTS, EXP05ED PIPING, ACCESS DOORS, A - RECEIVE, A55EMBLE AND PLACE OFFICE, NON-5ALE5 EQUIPMENT, AND DISPLAY RESPECT TO DEMI5ED PREMISES EXECUTED BY THE TENANT'S GENERAL SHALL E�E SUCH THAT THE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE SALVAGED, IF ANY, ARE LISTED BELOW. D - WATERPROOF MEMBRANE: VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. UNLESS OTHERWISE NOTED OR DIRECTED. CONTRACTOR AND EVERY SUB CONTRACTOR AND SUPPLIER OF LABOUR AND I. PROVIDED ANP INSTALL A lM) 30 MIL. (MIN) WATERPROOF MEMBRANE. EXTEND A FIXTURES, IN ADDITION TO SALES FLOOR FURNISHINGS AND FIXTURES.: REFER TO MATERIALS ENGAGED IN TENANT'S WORK. MINIMUM OF 4" UP VERTICAL SURFACES IN TOILET RM5./0R AS REQUIRED BY '�. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE OF RUNS, SAGS, AND MANUFACTURER'S SHOP DRAWIN635 AND 5PECIFICATION5. 5. ELECTRICAL INSPECTION CERTIFICATE LANDLORD. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLOURS SHARP AND GLEAN WITHOUT OVERLAPPING. 6. UNDERWRITER'S APPROVAL CERTIFICATE FOR THE ELECTRICAL WORK. 5. DISPOSAL OF MATERIALS, EQUIPMENT, AND DEBRIS E - FIRE STOPPING: B - FOR SALES FLOOR PERIMETER WALL SET: (1) SPANNER BAR AND (1) SHELF ONLY 1. HVAC WARRANTY a. MATERIALS AND EQUIPMENT TO BE SALVAGED: 1. PROVIDE AND INSTALL UL TESTED FIRE STOPPING A55EMBLIE5 AS ARE APPLICABLE 10. WALL COVERINGS: REFER TO THE FINISH SCHEDULE AND FINISHES AS NOTED ON SHALL BE SET PER 2'-0" PERIMETER WALL PANEL PANEL SECTION. INSTALL MATERIAL AND EQUIPMENT TO BE SALVAGED ARE LISTED ON THE DEMOLITION FOR EACH CONDITION ENCOUNTERED. IN THE AB5ENCE OF TESTED ASSEMBLIES, DRAWINGS FOR LOCATION AND EXTENT. SPANNER BAR +/- 2'-0" FROM TOP AND SHELF +/- 2'-0" FROM BOTTOM, THE 8. OPERATIONS MANUALS FOR ALL MECHANICAL AND ELECTRICAL EQUIPi TENT. PLANS. CONTRACTOR SHALL CONSULT WITH TENANT AND REVIEW THE PROVIDE FIRE STOPPING ASSEMBLIES AS RECOMMENDED BY THE FIRE STOPPING a, ALL MATERIAL TO 51= INSTALLED BY SKILLED WORKMEN, IN ACCORDANCE WITH REMAINING SPANNER BARS AND SHELVES TO BE STORED IN BOXES AT THE AT THE DRAWINGS TO DETERMINE THE ITEMS TO BE SALVAGED. ALL ITEMS NOTED SYSTEM MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES MANUFACTURER'S INSTRUCTIONS. BASE OF FIXTURE FOR FINAL INSTALLATION BY STORE OPERATION PERSONNEL. H_ SUPERVISION: FOR SALVAGE SHALL BE REMOVED A5 CAREFULLY AS P05515LE SO THAT A MINIMUM AMOUNT OF RECONDITIONING WILL BE REQUIRED FOR REUSING THE HAVING JURISDICTION. b. SEAL DRYWALL BEFORE APPLICATION OF WALL COVERING WITH LATEX PRIMER. PROVIDE A FULL TIME, QUALIFIED SUPERV150R ON THE JOB SITE. ANY WORK ITEMS, RECONDITIONING AND INSTALLING OF SUCH ITEMS ARE SPECIFIED IN 2. PROVIDE FIRE RATED ENCLOSURES FOR ALL NON -PROTECTED STRUCTURAL REQUIRED TO BE COMPLETED DURING NON-BUSINE55 HOURS SHALL BE THE DRAWINGS AND APPLICABLE SECTIONS OF THESE SPECIFICATIONS. ANY MEMBERS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL EXISTING c. WALL COVERING ADHESIVES ARE TO BE PREMIXED A5 RECOMMENDED BY THE INCLUDED IN THE BID. NOTIFY MALL MANAGER PRIOR TO PERFORMING ANY SUCH ITEMS SHALL BE PACKAGED AND PROPERLY STORED AND PROTECTED SPRAY FIREPROOFING SHALL BE PATCHED AS REQUIRED TO MAINTAIN REQUIRED MANUFACTURER FOR THE SPECIFIC SURFACES. DIVISION XIII SPECIAL CONSTRUCTION NON -BUSINESS HOUR WORK. UNTIL TIME FOR THEIR USE. RATING' d. LEAVE FINISHED INSTALLATION FREE OF BLISTERS, WRINKLES OR OTHER DEFECTS. ALL SEAMS SHALL BE TIGHTLY CLOSED. MATCH ADJACENT STRIPS AS REQUIRED, I- UTILITIES: CON51STENT WITH PATTERN SELECTED. A - NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT ARRANGE AND PAY FOR ALL TEMPORARY UTILITIES. FOOTLOCKER INC. b. MATERIALS AND EQUIPMENT NOT TO BE SALVAGED: DIVISION VIII DOORS & WINDOWS a IF CLEANING IS REQUIRED, USE ONLY MATERIALS AND METHOD RECOMMENDED MANAGER - MANAGEMENT DEPARTMENT WILL ESTABLI5H OR TRANSFER SERVICE UNDER THE ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SAS vAGED BY THE MANUFACTURER. FOOTLOCKER INC. NAME UPON COMPLETION OF CONSTRUCTION AND TURNOVER FOR MERCHANDISING. INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF CONTRACTOR AND F. UNROLL AND CHECK WALL COVERING FOR DEFECTS IMMEDIATELY UPON SHALL BE D15PO5ED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL A - DOORS AND HARDWARE: DELIVERY. DIVISION XIV CONVEYING SYSTEMS J_ TELEPHONE: MANNER, LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE 1. INSTALL ALL DOORS, FRAMES AND HARDWARE AND RELATED PARTS AND g• DO NOT HANG DEFECTIVE WALL COVERING. ALERT TENANT'S PROJECT INSTALL AN ON SITE JOB TELEPHONE AND FAX MACHINE DURING THE ENTIRE CONTRACTORS RESPONSIBILITY. MATERIALS AS INDICATED ON THE DRAWINGS. MANAGER OF DEFECTIVE MATERIAL AND COORDINATE APPROPRIATE CONSTRUCTION PERIOD AND NOTIFY THE TENANT'S PROJECT MANAGER IMMEDIATELY OF THE TELEPHONE AND FAX NUMBERS. TENANT MAY OBTAIN 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GA. SIZE, SHAPE AND PARTITION TYPE PER ACTION. A - No ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT LOCAL AND LONG DISTANCE TELEPHONE SERVICE FROM ITS PROVIDER OF 6. CLEAN UP DOOR SCHEDULE. MANAGER. CHOICE. SALVAGED MATERIALS SHALL NOT BE SOLD AT THE SITE. CONTRACTOR SHALL 3. LABL LABELLED DOORS: WHERE REQUIRED, PROVIDE U.LABEL DOORS AND FRAMES PER p - FIBERGLAS REINFORCED PANELS: D15PO5E OF ALL DEBRIS RESULTING FROM DEMOLITION OPERATIONS. THE APPLICABLE STATE AND LOCAL BUILDING CODES. K- TRASH REMOVAL: CONTRACTOR SHALL LEAVE THE PROPERTY, THE ADJACENT TENANT SPACES AND 1. PROVIDE AND INSTALL 1/8" FIBERGLAS REINFORCED PANELS ON SURFACES A5 THE BUILDING IN A CLEAN CONDITION, SATISFACTORY TO LOCAL AUTHORITIES AND 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND DETAILED SHOWN ON PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF ALL TRASH, RUBBI5H AND 5URPLU5 MATERIALS FROM THE JOB SITE. TENANT PROJECT MANAGER. AND AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONSULT FINISH SCHEDULE FOR MANUFACTURER'S DOLOUR AND NUMBER. INSTALL 5. REFER TO THE DOOR SCHEDULE FOR SPECIFICATIONS. PER MANUFACTURER'5 RECOMMENDATION. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this Information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing urchitect and engineer of record authoring these documents is strictly prohibited by the low. These drawings and specifications, arid the information contuined within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE PROJECT TITLE SE_MINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 1 450c-: CH TYRONE PROTOTYPE DATE: 12-13--12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ, FT. PROJECT #: FL -086. DRAWN BY: STAFF PROJECT TITLE SE_MINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 1 450c-: CH TYRONE PROTOTYPE DIVISION XV MECHANICAL 5EC. 15000 - NECHANICAL GENERAL PRO\/151ON5 A - 5LEEVE5 I. -rNE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'5 RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. 2" ALL 5LEEVE5 AND OPENINGS THROUGH FIRE RATED WALLS ANp/OR FLOORS SHALL BE FIRE SE_ALE:D WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, 50 AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO U.L. ASSEMBLY RATING OF FLOOR OR WALL. 3. SLEEVES IN BEARING ANP MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONGEALED VERTICAL PIPING, SLEEVES c1 {ALL E3E NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 4. DUCT 5LEEVES TO BE MINIMUM 14 GAUGE STEEL. B - HANGERS: I. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK DIVISION XV MECHANICAL (CONT.) SEC. 15400 - PLUMBLN� (CONT.) G. PIPING (CONT.): 5. INSULATION: „ a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH I THICK (K-023 m 15 F) SNAP-ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER: MANVILLE MICRO-LOK. LEAKAGE TESTS SHALL BE PER LOCAL CODEES, MINIMUM AS FOLLOWS: 6. TEST 4 STERILIZATION: I. TEST POTABLE WATER PIPING ANp CONDENSATE PIPING AT 125 P$IG FOR 51X HOURS. 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL BE GAS AND WATER TIGHT. 3. TEST GAS PIPING PER NFPA 54 CODES. 4. STERILIZE POTABLE HOT AND COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATE=R SYSTEM IN ACCORDANCE WITH LOCAL CODES. SEC. 15100 - HEATING, VENTILATION 4 AIR CONDITIONING A - HVAC EQUIPMENT: 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS: DIVISION XV MECHANICAL. (CONT.) . SEC. 15-100 - HEATING, VENTILATION 4 AIR CONDITIONING (CONT.) &. METAL DUCTWORK (CONT.): t. DUCTWORK INSTALLATION: I. INSTALL INSULATION PRODUCT5 IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTION5, C O US COM Y WITH ANp IN AC URDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATI N M T PL NFPA 90A. 2, DUCT SIZES SHOWN ON DRAWINGS ARE IN511DE CLEAR DIMENSIONS. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTLiJORK WHERE SHOLIN ON PLAN. DUCTWORK SHALL BE INTERNALLY INSULATED WITH I" THICK, TO LB. DENSITY LINER (ENTER? a ION. LINER 15 HE HAVE A COATED SURFACE EXPOSED TO AIRSTREAM 70 PREVENT EROSION. APPLY ADHESIVES ANp MECHANICAL FASTENERS A5 RECOMMENDED BY SMACNA AND THE MANUFACTURER To PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES TO BE COATED WITH ADHESIVE. 3. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE: THE: CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM C� I"THICK, I -I/2 LB. DENSITY (R=5.6) DUCT WRAP WITH VAPOR BARRIER VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SD THAT NO INSULATION FIBER 15 VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO NIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. u. SYSTEM CLEANOUT 1. DUCTWORK AND AIR HANDLING EQUIPMENT 15 TO BE GLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. DIVISION XV MECHANICAL (CONT.) SEC. 15920 - TESTING, ADJU5TING 4 5ALANCING (CONT.) A - SYSTEM TESTING, ADJUSTING AND BALANCING (CONT.): 1. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING= AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK F ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 8. FINAL BALANCE_ REPORT SHALL BE INCLUDED IN THE OPERATION 4 MAINTENANCE: MANUALS. B - FINAL HVAC INSPECTION: L ASIDE FROM NORMAL INTERIM INSPECTION5 OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO AN INDEPENDENT HVAC CONTRACTOR INSPECT THE: FIN15HED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS, ANp COPES. THE INSTALLING CONTRACTOR WILL E-�E RESPONSIBLE TO BRING ALL ITEMS RF'PORTED BY THE INDEPENDENT HYAG CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS A7 NO C05T TO TENANT. DIVISION XVI ELECTRICAL (CON' SEC. 16100 - WIRING METHODS A - CONDUITS: I. CONDUIT SHALL F3E S'1'ANDARp STEEL RIGID, IMG OR EM7 (THIN WALU ACCORDIP:GY TO LOCAL ( O TS CO U S CONC A IN FINISH A AS XC T AS ( LANDL RD REQUIREMEN Np IT KALI. BE E LI D ED RE E EP APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET SCREW TYPE 2. FLEXIBLE CONDUIT OR TYPE Mc: GABLE SHALL BE USED FOR FINAL CONNECTIONS TO LIGHT FI: AND VIBRATING EQUIPMENT ONLY+ AND WHERE 50 USED TO BE GROW DED T SEP TE GREEN GROUNDING CONDUCTOR FINAL TYPE MC/FLEX CONNECTIONS SHALL BE LIMITED 70 8' (ARRANGE CIRCUITS SO AS TO AVOID THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILING BOXES LOCATED ABOVE LAY -IN CEILINGS ARE ACCEPTABLE). a. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR STANDARD CONDUIT, AND 1/2" FOR FLEA STANDARD CONDUIT AND 3/a" MG CABLE MAY BE USED AS SPECIFIED ABOVE, IF ACCE LANDLORD AND LOCAL GLIDES, ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE 4 INSPECTION AGENCIES PRIOR TO INSTALLATION). ELECTRIC METALLIC, TUBING (EMT) 5 GALVANIZED OR ELECTRO -GALVANIZED. FITTINGS SHALL BE SET SCREW OR COMPRES° FITTING SHALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RAC&, T 4 B, EFCCR OR E SHALL BE USEED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE: SUSPENDED CEILING CONCEALED IN INTERIOR PARTITIONS. b. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, WILL BE BY THE GENERAL CON- 3. THE USE OF ROMEX OR BX 15 NOT PERMITTED. 4. MANIMUM CONDUIT HANGER SPACING SHALL BE 8'-0" FOR 3/4" THRU 1-1/4" AND 10'-T" FOR 1-1/2 AS NOTED 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR a• PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE: TO BE BY YORK AS SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5 -YEAR EEXTENDED WARRANTY. 2. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. C ®I V I S I ®N XVI E LECTR 1 CAL CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. DUCTWORK. HANGING FROM METAL DECK 15 NOT PERMITTED. HANGERS MUST BE ATTACHED To UPPER CHORD b. EQUALS EQUIPMENT ONLY IF NOT AVAILABLE THROUGH REASONABLE EFFORT. 9. HYDRONIC PUMPING 3%N/Alia OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE C- ALL EQUIPMENT SHALL BE COMPLETE IN EVEERY RE:SPE:CT WITH ALL DEVICES, APPURTENANCES, a. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER To PLANS To DETERMINE 5. LEAVE A 310 AWG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY AND ACCESSORIES PROVIDED TOFMEE T T DEINGN INTENT AND OPERATION OF THE SYSTEMS IF A HYDRONIC SYSTEM IS REQUIRED. DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCE55 DOORS AND OTHER EQUIPMENT S 2VIC FQUI MENT.S AND/OR OTHER TRADE5. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT E(" E R_ RE H SHOWN ON THE DRAWINGS AND SPC ED ERE b. HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER AND/OR CONDENSER WATER SHALL SEC. 16050 - BA5IC ELECTRICAL MATERIALS 4 NETHOD5 6. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, U51NG AS "CADDY CLIPS" OR EQUAL, TO LANDLORD CRITERIA. d. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S BE ASTM A-120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH 3 INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE WELDED JOINTS WHERE PIPE 15 2.1/2 INCH AND LARGER. INSTALL 57EEL PIPE WITH THREADED JOINTS A WIRE DEVICES: 1. FLASH AND GAUNTER FLASH ALL RACEWAYS WHICH PENETRATE THE ROOF USE PITCH HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL AND FITTINGS OR INSTALL TYPE "K" ANNEEALED TEMPERFp COPPER TUBE WITH SILFOS JOINTS FOR 2 - 5T DTC THAT PENETRATIONS ARE GOMPETELY WEATHERPROOF. ALL RACEWAY SYSTEMS EXPOSED 7C INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE DETAILS. e• SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INROAD. AIR INCH AND SMALLER PIPE. PROVIDE pIELEGTRIC UNIONS E3ETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS I. COLOR OF WIRING DEVICES ANp COVERPLATE5 SHALL BE SELECTED BY ARCHITECT (SEE PLAN NOTES FOR SHALL BE WEATHERPROOF. PRIOR APPROVAL BY LANDLORD IS REQUIRED To ADD ADDITIO INSULATION. 4" CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAv BOXES. SECONDARY PANS ARE: TO M05T STRINGENT. UNIONS OR FLANGE5 MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE ADDITIONAL INFORMATION). a. RECEPTACLES SHALL BE 20 AMP, 3 -WIRE GROUNDING TYPE EQUAL TO HUBBELL 5362. LOADS 70 OURCPRIO OR 70 MAKE HOLES IN EXISTING ROOF. NOTIFY LANDLORD'S ROOFING LEAST 12 NoURS PRIOR TO ANY REQUIRED ROOF WORK. PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, A5 REQUIRED. CONDENSATE: SHALL BE OR REMOVAL MAY RZ REQUIRED. b. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 211 VOLT AS REQUIRED. HANGERS AND PIPING OF D1551MILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED FROM ONE ANOTHER DIRECTED To MOP SINK OR A5 SPECIFIED ON PLANS. c. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAr,E AT A MINIMUM PRE5SURE c. SPECIAL DEVICES SHALL BE A SPEGIFIGATION GRADE. OF 125 PSI, d. ALL DEVICE COVERPLATES SHALL BE 5TAINLE55 STEEL. 2• VARIABLE AIR VOLUME BOXES (VAV) 3/4N/A is d. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE e. FLOOR BOXES TO BE HUBBEL aB-2521/29 WITH 5-3925 BRA55 COVER (OR EQUAL BY "STEEL CITY") AND a. WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES COMPLETE WITH CONTROLS, HEATING COILS CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. FILL TENANT'S SYSTEM HUBBELL 5362 RECEPTACLE (UNLESS OTHERWISE NOTED). (FANS AS REQUIRED). ALL DUCT CONNECTIONS FLEXIBLE DUCT/PIPE CONNECTIONS SHALL BE WITH DOMESTIC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE f. EQUAL BY ARROW -HART, GEENEERAL ELECTRIC, BRYANT, PASS 4 SEYMOUR, OR SIERRA. G - ELECTRICAL MOTORS: PROVIDED BY THE CONTRACTOR LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO 5o FROM THE LANDLORD'S FIELD 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS THEY ARE FACTORY 3• TOILET EXHAUST FANS: REPRESENTATIVE. E3 - WIRE: INSTALLED ON THE UNIT, ALL STARTERS HND A550CIATEP WIRING AND SAFETY SWITCHES FOR SUCH MOTORS a. WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH GRAVITY e. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN SHALL BF FURNISHED ANp INSTALLED BY THE ELECTRICAL CONTRACTOR STARTERS SHALL MEET ALL BACK DRAFT DAMPERS. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECE65ARY TO PROVIDE CONFIRMATION FROM THE LANDLORD'5 FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND B - PANEL BOARDS AND SAFETY SWITCHES: I. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE SIZE REQUIREMENTS AS DEFINED IN 7NE ELEC7RIGAL DIVISION OF THE SPEGIFIGATIONS. A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR REFER To PLANS PROPER FII.LING OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE AUC,, ALL IUIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEP FOR APPLICABILITY. LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE I. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. NO STRANDED WIRE ALLOWED FOR 10 AND F TO S SNA GONFO TO ALL 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS O MO R LL RM LANDLORD'S SYSTEM. COPPER 5U551NG FULL SIZED NEUTRAL, 253'. GROUND BU&SING, OVERALL HINGED/LOCKABLE DOOR, AND (INCREASE CONDUCTOR BY ONE SIZE FOR EVERY 150' INCREMENT OF D15TANGE FROM THE PAI APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, 15EE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL F. VALVES: TYPWRITTEN DIRECTORY INSIDE DOOR ALL SERVICE ENTRANCE EQUIPMENT SHALL BEAR THE 120 VOLT CIRCUITS.) MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10%, 40 DEGREE S 4. BASEBOARD, CABINET, AND UNIT HEATERS" 1. GATE VALVES, 2 -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF A5TM B 62 MANUFACTURER'S LABEL WHICH SHALL STATE THAT THE EQUIPMENT 15 RATED FOR 5ERYIGE ENTRANCE a. GENERAL WIRING SHALL BE TNIWN OR THHN. ALUMINUM CONDUCTORS ARE NOT PERMITTE C AMBIENT TEMPERATURE± HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. a. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE APPLICATION IN ACCORDANCE: WITH N.E.C. "230-10. LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND CONTROLS, AND INTEGRAL THERMOSTAT. WEDGE DISC, RISING STEM, SCREWED BONNET AND RE -PACKABLE UNDER PRESSURE. BALL SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE,:. WHEN USED AS SWITCHES 2• WIRE CONNECTORS SHALL BE EQUAL TO OCOTHLOCK FOR "8 AND SMALLER, AND EQUAL TA T VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. IN 120v. AND 211v. LIGHTING CIRCUITS, FURNISH TYPE "SWR" BREAKERS IN ACCORDANCE WITH N.E.C. "240-838. FOR "6 AND LARGER 5. INLINE PUMPS: 2. GATE VALVES, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY, RENEWABLE BRONZEE SQUARE D OR EQUAL BY GOULD ITE, CUTLER -HAMMER, WESTINGHOUSE, CHALLENGER, FEDERAL PACIFIC OR D - LOW VOLTAGE (24 VOLT) WIRING: a. WHERE SHOWN ON DRAWINGS PROVIDE AN INLINE CLOSE COUPLED PUMP($), BRONZE FITTED, PUMPS SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE -PACKABLE UNDER GENERAL ELECTRIC (OR APPROVED EQUAL) 3. THE USE OF SHARED NEUTRALS 15 ACCEPTABLE FOR LIGHTING AND RECEPTACLEE CIRCUITS IF SHALL BE FUW16HED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEEEVEE AND MECHANICAL PRESSURE. ACCORDANCE WITH N.E.C. 0310, AND LOCAL CODES. I. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK SHAFT SEAL RATED FOR. PUMPS To BE SO CONSTRUCTED THAT THEEY MAY BEE MOUNTED IN A 3. SWING CHECK VALVES, 2 -INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP 2• PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NONFUSED, A5 CALLED FOR ON DRAWINGS AND AS INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THI5 A COMPLETE FUNCTIONAL SYSTEM. HORIZONTAL OR VERTICAL PIPE LINE. MOTOR To BE 1150 RPM UNLEESS NOTED OTHERWISE. CONFORMING To ASTM B 62 WITH HORIZONTAL SWING, Y -PATTERN, RENEWABLE BRONZE DISC, REQUIRED BY CODE. (FUSE5 AS MANUFACTURED BY BUOOMAN, CHASE OHALU'1UT, WESTINGHOUSE, ECONOMY FUSE AND HAVING THREADED OR SOLDERED ENDS. CO., OR LITTLE FUSE GO. ARE ACCEPTABLE.) 2. ALL WORK 15 TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 6. VIBRATION ISOLATION DEVICES: 4. SWING CHECK VALVE, 2-1/2 INCH AND LARGER: CLA59 125 CAST IRON BODY AND BOLTED GAP, DISCONNECT $WITCHES THAT ARE INSTALLED AT AIR CONDITIONING EQUIPMENT, HEEAT PUMPS, ETC. SHALL BE a. VIBRATION ISOLATION DE_VIGE5 SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING FUSEE) IN ACCORDANCE WITH THE EQUIPMENT'S NAME PLATE REQUIRMENTS PER N.E.C. 440.21 4 110-38. S C C,-,3 - S SS O 4 ST 15UTIO E 1 00 IRAN MI I N D I R N 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAv BOXES, ETC.) AND STRUCTURE. REFITTED WHILE THE VALVE REMAINS IN THE LINE. SWITCHES SHALL BE HEAVY DUTY, QUICK MAKE/QUICK BREAK TYPE, FUSIBLE OR NON -FUSIBLE, WEATHERPROOF SUBGONTRAGTOR b. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING 5. COMBINATION BALANCING AND SHUT-OFF VALVES: BELL 4 GOSSETT CIRCUIT $ETTER WITH AS INDICATED ON THEE DRAWINGS, OR AS REQUIRED BY LOCAL CODES. LOAD AND HORSEPOWER RATED AS A - WIRED GROUND SYSTEM: 4" DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH LOCKING 5ETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 4 M MANUAL. MANUFACTURED BY SQUARE: D, GOULD ITE, CHALLENGER, CUTLER HAMMER, WESTINGHOUSE, FEDERAL PACIFIC, FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN AGGORDANGE TO THE LANDLORD'S CRITERIA. HOUSED SPRING MOUNT DEVICES. 6. FLOW METER: BELL AND G055ETT THERMOFLO INDICATOR MODEL TFI. OR GENERAL ELECTRIC (OR APPROVED EQUAL). USE A LANDLORD APPROVE[) ROOFING CONTRACTOR WHERE APPLICABLE. C. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PIPING $PECIALTIE$: 1. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING 5Y5TEM FOR ELECTRICAL EQUIPMENT ✓ PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE 150LATOR.' 9 3. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW. d. CHECK HANGER ROE) SIZE FOR ALLOWABLE LOADS AT THE 150LATING DEVICE AND AT THE UPPER i. PRE5SURE/TEMPERATURE TEST PLUGS ( PETE'S PLUG) - 1/4 INCH NPT FITTINGS To RECEIVE MOTORS THAT DO N07 REQUIRE AUZILIARY CONTROL. SINGLE PHASE STARTERS SHALL BE SQUARE D OR AND LOWER ATTACHMENTS TO &TRGTURES, DUCTS, EQUIPMENT, ETC. EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTING AND CAPS SHALL BE EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO 2. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, SWITCHBOARD, ( e. CONSULT MANUFACTURER FOR APPLICATION DATA. BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 P5IG, OT TO 200T. MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE "I) SHALL BE USED FOR ALL SINGLE ETC. E RELOCATION OF EQUIPMENT: 2. STRAINERS - "Y" PATTERN STRAINERS, 125 P51G, CAST IRON BODY WITH PERFORATED STAINLESS PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRED AUZILIARY CONTROL. CU BS AND STEEL F MING FO SU PO T: 1 R RT R P R STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2-1/2 INCHES AND PROVIDE CONTROL DEEVICES (CONTACTS, TRAN5FORMERS, ETC.) IN STARTER5 A5 REQUIRED FOR INTERLOCKS, 3. ALL ENCLOSURES AND NON-CURRENT CARRYING METALS TO BE GROUNDED. CONDUIT SYSTEI` I. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN THIS C WILL PROVIDE ALL NECE55ARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL LARGER SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR COORDINATE WITH MECHANICAL AND/OR TEMPERATURE CONTROL CONTRACTORS. ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED OUR CRITERIA MUST BE INCLUDED IN BIP PROPOSAL. a, CONTRACTOR ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CUR55 SHALL BE A MINIMUM CONDENSER WATER. PROVIDE WITH BLOWDOUN VALVE WITH HOSE END FITTING. 'LIGHTSTAT' COMBINATION STARTE:RS,WNEN USED, SHALL CONTAIN FUSIBLE SWITCHES. ENCLOSURES. WHERE ENCL05URES AND NON-CURRENT CARRYING METALS ARE ISOLATED FRC OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE 3. THERMOMETERS - MODEL TME-AVU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING THERMOSTAT. THERMOSTAT SHALL BE FULLY COMPATIBLE WITH HVAC UNIT USED SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE INSTALLED SO THAT TOP "DEAD" FOR PROJECT. 1 4. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, ale MINIMUM, OR AS SHOWN ON DF 5EC. 153fd(D -SPRINKLER SY�TEM9 OF GURB5 ARE LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE 70 THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. 4. MANUAL AIR VENTS - I/8 COIN-OPERATED VENT. PROVIDE AN AIR CHAMBER CON515TING OF A PANEL FEEDERS BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND I 3/4" NIPPLE ANp BUSHINGS. CONDUIT. ALL GROUND CLAMPS SHALL BE PENN -UNION OR EQUAL, SIMILAR TO "GPL" TYPE. ( A - SPRINKLER SYSTEM: BUSHINGS SHALL BEE THOMAS 4 BETTS OR EQUAL, SIMILAR TO "3800 SERIES WITH NYLON INSUL 1. SUBMITTALS: S. METAL DUCTWORK: h. GENERAL INSTALLATION: a. PROVIDE DATA ON SPRINKLERS, VALVES, AND SPECIALTIES, INCLUDING MANUFACTURERS CATALOG a. NO FIBERGLASS DUCT ALLOWED. 1. INSTALL WATEER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN - C E30XE5: 5. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SPOT USE A BONDING JUMPER EEP b. INFORMATION. SUBMIT PERFORMANCE RATIN5, ROUGH -IN DETAILS, WEIGHTS, 5UPPORT REQUIREMENTS, b. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION SIZEE WITH THE TOP of PIPES AT SAME ELEVATION. MAKE: CHANGES IN DIRECTION WITH FITTINGS. O Box AND THE DEVICE GROUNDING TERMINAL. METALOTOTMETAL CONTACT BETWEEN THE DEl THE AND PIPING 710NS. MANAGER SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION 2. DRANGHE$ To UNITS BELOW MAINS To BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE THE OUTLET BOX 15 NOT ACCEPTAtbLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OF SHOP DRAWINGS: NGS: MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BEE REECTANGULAR ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN 1. OUTLET BOXES AND COVERS 5HALL BE GALVANIZED, ONE-PIECE PRESSED STEEL KNOCKOUT. BOXES. ALL JUNCTION BOXES, OUTLET BOXES AND PULL BOXES SHALL BE BONDED TO THE 1. SUBMIT SHOP DRAWINGS OF FINISHED CEILING AREAS INDICATING ONLY SPRINKLER LOCATIONS UNLESS NOTES OTHERWISE. ALL DUCT BRANCHES TO DIFFUSER$ ARE To BE ROUND RIGID DUCT. FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT ALL FLEXIBLE CONDUIT SHALL BE JUMPERED WITH A GROUND CONDUCTOR. COORDINATED WITH CEILING INSTALLATION. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO EXCEED 5'-0") LESS THAN 1" To 10 FEET. 2. JUNCTION, PULL BORE$ AND COVERS SHALL BE GALVANIZED $TEFL, CODE GAUGE SIZE. 2. INDICATE HYDRAULIC CALCULATIONS, DETAILED PIPE LAYOUT, HANGERS AND SUPPORTS, c. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS WITH GALVANIZED 3. HANGERS.SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE IN5ULATED SPRINKLERS, COMPONENTS AND ACCESSORIES. INDICATE SYSTEM CONTROLS. SHEET STEEL, IN ACCORDANCE WITH SMACNA "HYAG DUCT CONSTRUCTION STANDARDS" OF THEE PIPE. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER ANCA PIPE 3. INSTALL BOXES RIGIDLY ON BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. c. SUBMIT SHOP DRAWINGS, PRODUCT DATA, HYDRAULIC CALCULATIONS TO AUTHORITIES HAVING LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL INSULATION. ALSO PROVIDE SUITABLE/PROPER BOX ENTEN51ON5 TO EXTEND BOXES TO FINISHED FACES OF WALLS ETC. JURISDICTION (INCLUDING BUT NOT LIMITED TO THE FIRE MARSHALL AND LANDLORD) FOR APPROVAL. THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND 4. HANGERS AND PIPING OF D1551MILAR METALS SHALL BE DIELECTRICALLY SEPARATED FROM ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT OCCURS B - SERVICES: d. INTERVALS. ONE ANOTHER WHEN PLUGGING/UNPLUGGING INTO THESE DEEVICES. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS To THE FOLLOWING PRESSURE 5. SEE PLANS FOR APPLICABLE DETAILS. CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS P051TIVE OR NEGATIVE 6. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE 4. WHERE A 211 VOLT LIGHT SWICN I$ GANGED WITH A 120 VOLT REcEP7AcLE PROVIDE A SUITABLE DIVIDER oR 1. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DE51GP SEC. 15400 - PLUMBING PRESSURE). STATE PIPING AND WELDING CODES. SEPARATE JUNCTION BOXES IN ACCORDANCE WITH N.E.G. AND LOCAL CODES. AND PROVIDE LIGHTING, POWER ANp WIRING A$ REQUIRED TO FACILITATE APPLICABLE TEMP( A - PLUMBING EQUIPMENT: 1. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSI TIVE PRESSURE. 1. INSTALL VALVEES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT FUSES, ETC., SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. PROVIDE GROUND FA 2. RETURN AND EXHAUST DUCTS: 2 INCHEES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEEST ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TO PROPERLY REMOVE AS REQUIRED E3Y N.E,C. AND LOCAL CODES. 1. REFER TO M SHEETS FOR EQUIPMENT AND FIXTURE $GHEDULE5. DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS A5 REQUIREED TO f. INSUL RAPPED AIR B - GENERAL PIPING REQUIREMENTS: FABRICATE A SYSTEM THAT DOES NOT EXCEEEED 53. LEAKAGE: OR LEESS AS STATED BY I. ALL HYDRONIC PIPING FOR CHILLED WATER ANp/OR HEATING WATER, VALVES, FITTINGS, AND 2. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD VERIFY EEXACT REQUIRME PRE55UFE CLA55 RATINGS IN 5MAGNA STANDARDS. ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP To 2 INCHES, INSULATE WITH I INCH D - STEP-DOWN TRANSFORMER: BIDS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER COMPA 1. GENERALLY, SANITARY AND POTABLE'WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY e• AS A MINIMUM, GRO55BREAK ALL FLAT SURFACE5 OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" THICK (K=023 A 15'F FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER PROVIDED BY THE ELECTRICAL CONTRACTOR CL05ELY COORDINATE ENTIRE INSTALLATION EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANT'S CONSTRUCTION MANAGER IF WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS. FOR PIPE SIZES 2-1/2 INCHES AND LARGER, INSULATE WITH Ida INCH THICK (K=023 m 157) I. PROVIDED TYPE TRANSFORMER of THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AND POWER COMPANY AS REQUIRED. (PROVIDE EQUIPMENT THAT 15 COMPATABLE WITH AVAI CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPEGIFICATIDNS. CONTRACTOR MUST f. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. A5 CALLED FOR ON THE DRAWINGS AND WITH O DESIGNED FOR 150 DEGREES G. R15E ABOVE A 40 FOR CURRENT LEVELS, PROVIDE "CABLE LIMITERS" IF NECE55ARY FOR SYSTEM COORDINATION). F VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: g• INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEM$ INDICATED IN 2. INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHALL BE HARD AND AD DEGREE C. AMBIENT WITH ITT r of RATED LOAD CONNECTED TO THE SECONDARY, GLASS N INSULATION AND EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FAGIL a. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. 5MACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EEACH EELBOW AND WITHIN 4 NON-COMPRE551BLE. MINIMUM OF SIX 5TANDARD FULL CAPACITY TAPS (TWO ABOVE AND FOUR BELOW NORMAL) SOUND BIDDING PROJECT. b. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PO1. FEET of EEACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. 3. ALL INSULATION SHALL HAVE A FLAME SPREEAD RATING OF NOT MORE THAN 25 AND A SMOKE LEvEL/DECIBELS SHALL BE IN ACCORDANCE WITH "NEMA" STANDARDS, AND INSTALLATION SHALL INCLUDE SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR NO WOOD DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE KORFOUND OR EQUAL ABRAT[ON-DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND 3. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIREED, AND AS INDICATED ON THE G 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING SHALL BE USED TO SUPPORT OR B12ACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS NFPA. SECONDARY GONNEGTIONS TO MINIMIZE SOUND TRANSMISSION. (MOUNT TRANSFORMER ON SEPARATE D. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENENT'5 PREMISES SHALL BE PRO` AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. VIBRATION ISOLATORS, THESE ARE ADDITONAL VIBRATION 15oLATORS ANp ARE USED IN CONJUNCTION WITH REQUIREED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE MINIh FEET. PROVIDE AWAY AND 5EIOMIC BRACING WHERE REQUIRED BY CODES. h• WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-1/2"XI-1/2" XI/8" STEEL 10. REFRIGERANT PIPING: ANY INTEGRAL FACTORY INSTALLED VIBRATION ISOLATORS.) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, DEVICE COVER AND TELEPHONE PLATE. CLOSELY FIELD COORDINATE WITH TENANT'S PROJE( ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES a. PROVIDE: A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNITS AND OUTDOOR ACME, GENERAL ELECTRIC OR WESTINGHOUSE:. AVOID CONFLICTS. 3. ESCUTCHEON& SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT CHARGE AND TEST SYSTEM. REFER WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. RATING. TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM 15 REQUIRED, 1. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC b. MATERIALS: " 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. DUCT SEALER JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL $CREWS. 1. REFRIGERANT PIPING SHALL BE TYPE "L" DRAWN COPPER TUBING (ASTM 8881, WROUGHT E - LIGHTING CONTACTORS: USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. j- SOFT ELASTOMER 5UTYL GASKET WITH ADHESIVE BACKING SHALL BE USED To SEEAL FLANGED JOINTS. COPPER OR CAST BRONZE FITTINGS (ANSI 816.22), WITH 51LF05-5 SOLDEERED JOINTS. 1. WHERE INDICATED ON THE DRAWINGS, CONTACTOR$ FOR CONTROL OF LIGHTING SHALL BE SQUARE D CLA55 k DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTEED 2. SERVICE VALVES, CHARGING PORTS, FILTER -DRIER, 51GHT GLASS, AND A THERMOSTATIC 8903, TYPE 'L' IN A NEMA I ENCLOSURE, ELECTRICALLY OPERATED, AND ELECTRICALLY HELD. EQUALS BY OTHERWISE. EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. BODY OIEMEN5-ITE, GENERAL ELECTRIC, OR WESTINGHOUSE, NO EXCEPTIONS. TIME SWITCHES FOR CONTROL OF SHOW SEC. l x0500 - L.IGHTING 1• PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPEECTION. IF THE ACCESS PANEL LOCATION 15 EXPOSED TO c. INSTALLATION: WINDOW LIGHTING AND SIGNS SHALL BE TITLE 24 COMPLIANT, DIGITAL WITH OVERRIDE SWITCH PER CHANNEL BY A LIGHTING: THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO I. SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION RISERS AS NECESSARY TO MEET TORK OR EQUIYALEN7 BY SANGAMO OR PARAGON. REFER TO DRAWING FOR SPECIFICATION. - C. PIPING: INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER THE NEEDS OF EQUIPMENT SPECIFIED, FIELD CONDITIONS, AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 1. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED. THE ELECTRICAL CONT I. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED). FRAMES MAY BE USED AS ACCESS LOCATIONS. rn. FLEXIBLE CONNECTIONS: 2. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT 250 PSIG. REDO LEAKING JOINTS AND INSTALL ALL FIXTURES AND LAMPS. FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS WITH a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE. VENT PIPING RETEST UNTIL SYSTEM 15 TIGHT. EVACUATE GAS AND CHARGE SYSTEM. RE-7E5T SYSTEM AND FACTORS IN ACCORDANCE WITH "NATIONAL APPLIANCE ENERGY CONSERVATION ACT OF 1981, ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. 1. FLEXIBLE DOLLARS SHALL BE PROVIDED IN ALL CONNECTION$ BETWEEN VIBRATING EQUIPI'1ENT CHECK FOR LEAKS WITH HALIDE LEAK DETECTOR ALL LEAKING JOINTS MUST BE COMPLETELY F - INSTALLATION: 1988" b. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR RE -DONE UNTIL NO LEAKS EXIST. I. ALL ELECTRIC WORK SHALL BE INSTALLED 50 AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, FLOOR 5LAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WITH CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTION& WHERE DUCTS CROSS BUILDING EXPANSION 3. UPON COMPLETION OF TESTING, BUT BEEFORE INSULATION 1$ APPLIED, PIPING MUST BE MAINTAINING, AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCEELLANEOUS STEEEL SUCH A5 CHANNEELS, 9. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE VIA ALL THREAD AND APPROVED NEOPRENE - BASED LUBRICANT, (HUBLE55). GALVANIZED VENT - SCREWED JOINrs WITH TEFLOW TAPE ON MALE THREADS. JOINTS. 2. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. INSPECTED BY A REPRESENTATIVE OF THE= LOCAL GOVEERNING AUTHORITY AS NECESSARY. RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENEED TO BUILDING STEEL, NOT SUPPORTEED BY CEILING SYSTEM. c. PITCH WASTE LINES 2" AND SMALLER NOT LE55 THAN 1/4" PER FOOT. PITCH LARGER MAINS NOT PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE 4. REFRIGERANT LINES SHALL BE INSULATE=D WITH I INCH THICK RU5ATEX OR ARMSTRONG CONCRETE OR MASONRY, BUT NOT PIPING OR PUGTWORK. ALL CONDUIT SHALL BE CONCEALED WHEREVER LESS THAN 1/S" PEER FOOT. TRANSMISSION OF VIBRATION. REFRIGERANT PIPE INSULATION IN ACCORDANCE: WITH INDUSTRY STANDARDS. POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO d. INSTALL A CLEANOUT AT BASE OF EACH 501L STACK, AT EACH CHANGE IN DIRECTION, AT 3. FLEXIBLE CONNECTION IS 70 BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY ALONGSIDE OR AGRO55 SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER CODE LOCAL CODE. GLEANOU75 SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC n. FIRE DAMPERS: APPROVED RACEWAYS. PERMISSION BY TENANT'S CONSTRUCTION MANAGER'- BUT WHERE NECE55ARY, THE WALL COVERS 1. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS 2. ALL LINE AND LO'W VOLTAGE POWER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE WIRING) INCLUDING ARE TO BE 5TAINLE55 STEEL AND THE FLOOR cOVFR5 ARE TO BE DRA55 (FLUSH WITH FINISHED SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE CONNECTIONS To MOTORS, DAMPEERS, INTER'-OCKING, ETC., SHALL BE PROVIDED 8Y THE ELECTRICAL FLOOR). PKOVIDE COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL GLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER DAMPERS SHALL BE UL LABELED. 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650T FUSIBLE LINK, 8. METAL DUCTWORK (CONT.): CONTRACTOR (ALL LINE VOLTAGE WIRING, CONDUIT, AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU e. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATEED IN CEILING SPACES WHEN APPLICABLE. TYPE A, AS MINIMUM. THE STARTERDISGONNECT FTC. TO THE MOTOR OR EQUIPMENT 15 THE RESPONSIBILITY OF THE ELECTRICAL INSULATION To BE AS SPECIFIED FOR WATER PIPING. 3. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE CONTRACTOR ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND INAL CONNECTIONS 15 THE: f. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG REQUIREMENTS. SEC. 15920 - TESTING, ADJUSTING-; 4 BALANCING RESPONSIBILITY OF THE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR, UNLE55 OTHERWISE: NOTED ON "ARMAFLEX" PIPING INSULATION OP. TRUEBRO MODEL 102W "HANDI LAY GUARD" INSULATION KIT. 4. PROVIDE DUCT ACCE55 DOORS IN AN ACCESSAE3LE LOCATION FOR ALL FIRE PAMPERS. DOOR THE PLANS). IS TO BF 20 GA GALVANIZED DOOR WITH QUICK -OPENING LATCH AND PIANO HINGE. A - SYSTEM TESTING, ADJUSTING AND BALANGING! 2. CONDENSATE PIPING: a. CONDENSATE PIPING SHALL BE TYPE "L" DRAWN COPPER TUBE WITH 95-5 TIN -ANTIMONY o. FLEXIBLE AIR DUCT: 1. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING I. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL_ BE MADE BY AN INDEPENDENT CONTRACTOR WHO 3. DI ALL CUTTING, CHA51SH LL HAVE PLIO AND OVAL OF REQUIRED OOR SLEEVES USHALL THE NLDEGATRIGAL DIVISION, AND HALL NAVE PR R APPA ALL H L ND RD. EYE ! L EX SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN PRESSURE OF THEE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, GLOTN, ALUMINUM) MUST 15 CURRENTLY LICENSED A550CIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL NTTING LEAST T1110 l2") INCHES ABOVE FINISHED FLOOR ANG ALL SLEEVES, OPENINGS, E7G., THRU FIRE RATED WALLS DISSIMILAR METALS. ADHERE TO LOCAL CODES AND LANDLORD'5 REQUIREEMENTS AND BE INCLUDED AS SUCH IN BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SLICONE "RTV" FOAM, "3M" FIRE RATD SEALANTS THE BID. ACCEPTED. ALL BALANCING WORK MUST BE COMPLETEE AND DONEE IN ACCORDANCE WITH THE MOST RECENT OR EQUAL BY HILTI AFTEER CONDUIT/CABLES INSTALLATION 50 AS TO RETAIN THE FIRE RATING. 3. POTABLE WATER PIPING: 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE: MADEE BY THE HVAC a. BELOW GRAPE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND FROM TENANT'S CONSTRUCTION MANAGER. CONTRACTOR. 4. THE= FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME: SMALLER BRAZE ALL JOINTS. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-O" IN LENGTH AT ANY ONE LOCATION. AND/OR FUNCTION± DISTRIBUTION PANELS, LIGHTING PANEELS, MOTOR STARTERS AND DISCONNEECT SWITCHES. b. ABOVE GRADE: TYPE 'L' PRAWN COPPER TUBE WI7N WROUGHT COPPER FITTINGS ANp 95-5 SUPPLY AIR TAKE -SFr FITINGS: 2. THE HVAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNIT$ PRIOR TO THE AIR BALANCE. THE NAMEPLATES TO BE APPROXIMATELY I" X 2" IN 51X: ANP BE FASTEN: P WITH POP RIVETS OR SCREWS. TIN -ANTIMONY SOLDER p COMPLETE AIR BALANCE_ SHALL TAKE PLACE; WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. c. INSTALL AIR CHAMBER SHOCK ABSORBER5 IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE 1. PROVIDE CONICAL OR "BELL -MOUTH" TAKE -OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. 5. THE LOCATION OF OUTLETS AND EQUIMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE DUE To WATER HAMMER INSTALL PER MANUFACTURER'$ INSTRUCTIONS. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5r OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED ARCHITECT/TENANT PROJECT MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES d. ALL BRANCH PIPING SYSTEM .SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF 2. PROVIDE 45° RECTANGULAR TAKE -OFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. CHANGES IN SHEAVES, BELTS, PULLEYS, OR THE ADDITION OF DAMPERS REQUIRED To ACHIEVE SPECIFIED BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. VALVES IN THE SUPPLY PIPING To EVERY FIXTURE. PROVIDE ACCE55 DOORS WHERE NECESSARY. q. DAMPERS; FLOW RATE$ SHALL BE PERFOR"lED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL C05T TO THE TENANT. e. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER METER 15 REQUIRED. 1. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: 6. PROTECT ALL FIXTURES/EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY C05T OF REPAIR f. SECURE PIPE AT ANGLE STOPS. IN EACH BRANCH DUCT AND A5 SHOWN ON PLANS TD FACILITATE AIR BALANCING. a. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR OR REPLAGMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROVIDE SUITABLE g PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO KEEP PIPES 2" WHERE ACCE55 TO BALANCING DAMPER 15 RESTRICTED, YOUNG'S REGULATORS SHALL BE USED. b. INSTRUMENTATION L15T WITH LAST CALIBRATION DATES. SAFEGUARDS OR PROTECTION. FROM HITTING FRAME WHEN IN OPERATION. 3. ALL RECTANGULAR DAMPERS IN OUT51DE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE C. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW p. AIR CFM ANE) STATIC PREESSUREE READING$ 1D15GNARGE ANP SUCTION) A& MEA&LIBER BY PITOT TUBE 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER 4. GAS PIPING 3i4N/Alia: LEAKAGE TYPEE, DUCT TRAVERSE AT THE UNIT. ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED, THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED a. PROVIDE: A COMPLETE GAS PIPING SYSTEM IF APPLICABLE:. REFER TO PLANS TO DETERMINE IF 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EEQUIPMENT ARE TO BE HONEYWELL DAMPERS. E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. UNDER TH15 WORK JUST PRIOR TO COMPLETION OF PROJECT. A GAS SYSTEM 15 REQUIRED. r. DIFFUSER5 GRILLES AND REGISTERS: F. MOTOR AND FAN RPM5, SHEAVE SIZES AND F3ELT SIZES. b. LOW PRESSURE (14" W.G. AND BELOW) GAS LINES SHALL DE BLACK STEEL, SCHEDULE 40, A.STM I. 1. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE G. OUTSIDE, RETURN, MIXEED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. 8. PERFORM ANY/ALL NECE55ARY ELECTRICAL DEMOLTION WORK THAT IS REQUIRED TO FACILITATE THE NEW A-120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATEED. H. WATER BALANCE DATA INCLUDING GPM WITH INLET ANp OUTLE=T INSTALLATION FIEELD COORDINATE PRIOR TO BIDS. REMOVE ANP/OR MODIFY EQUIPMENT, ETC. AS REQUIRED 2-1/2" AND LARGER MEDIUM PRESSURE (ABOVE 14" W.C.) SHALL HAVE WELDED JOINTS. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE: ARCHITECTURAL REFLECTED CEILING PLAN. TEMPERATURE AND PRESSURE READINGS (WHERE: APPLICABLE:). FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING IN USE AFTER PART OF THE c. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TD EACH PIECE OF EQUIPMENT. 3. APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER 15 I. MAK(= ANP MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. MO A TO CONN CT TO XISTING O NEW CI CUIT5 AND EQUIPMENT OR DEVICES NAVE BEEN RE VED RE BE RE E ED E R R PROVIDE GAS METER AND/OR REGULATOR AS REQUIRED. REGULATOR To BE VENTED TO THE ACCEPTABLE. J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). LEFT IN WORKING ORDER FEEDERS TO PANELS ANp WIRING TO OT LER EQUIPMENT TO BE ROUTED CONCEALED EXTERIOR K INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD d. PITCH PIPING AT A UNIFORM GRADE CF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT s. MEDIUM PRESSURE DUCT: I. WHERE DUCTWORC IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED 5. ALL CONTROL .SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DE LECTORS, SMOKE AND TENANT PROJECT MANAGER TO AVOID CONFLICTS. EV PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON UIRED BE, IN ACCORDANCE WITH 5MACNA STANDARDS FOR A PRESSURE RATING OF 3 INCHES WATER EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. DIPING OR BY STANDARD INDUSTRY WNICNEYER IS MORE STRINGENT. COLUMN MINIMUM OR LARGER A5 REQUIRED BY LANDLORD. e e. GA5 PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST -INHIBITING PAINT. 2• ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE INSTALLATION, TESTING AND PURGING OF GAS PIPING SHALL BE DONE PE R THE: REQUIREMENTS OF STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. TME LOCAL GAS COMPANY; LORAL GORES, AND APPLICABLE NFPA 54 CODES. 3. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TD THIS SECTION e. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S MANAGER PRIOR TO BID. .. :ODE AND )THERWI5E :TURES, MOTORS :ULL SIZED 0" IN LENGTH AREAS, JUNCTION : CONDUIT (1/2" STABLE WITH WITH LANDLORD BALL BE TION TYPE, QUAL. EMT 5 OR RACTOR ' THRU 4" =A5TENERS SUCH .aT5. INSURE THE WEATHER NAL EQUIPMENT ;ONTRACTOR AT iHALL BE "12 1 PACKAGES. 2 AWG SIZES. IEL BOARD FOR D. I B "LOCK-TITE" NSTALLED IN ND CIRCUITS AS )UTLET, BOXES, TO BE :AGES ON M THE CONDUIT AWINC6. FOR EAVING THE ONDUIT GROUND TED THROAT. I THE OUTLET ICE POKE AND FLUSH TYPE ;ONDUIT SYSTEM. ATED LOCATION )RARY WIRING, JLT PROTECTION NT5 PRIOR TO NY SHALL BE WITH LANDLORD -ABLE FAULT ELI) VERIFY ITIE5 PRIOR TO RAWINGS. 1IPED AS UM WITH SINGLE :T MANAGER TO RACTOR SHALL EFFICIENCY AMENDMENTS OF UNI -STRUT, AND FOOT I oCKE I C. STORE PLANNING DEPT 1 12 WEST 34-TH STREET NEW YORK, NY 101 20 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE.RD. S U ITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. S U ITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this inforrnation for other projects at other' locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the inforrnation contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and enyineer of record authoring these documents is strictly prohibited by the low. These drawings and specifications are subject without limitation to copyr'iyht protection as an urchiteclurul work under the Architectural Works Copyright Protection Act of 1990. I REVISIONS I I NO. DESCRIPTION DATE PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 1 i' V O�.J SHEET NO. � ■ CH TYRONE PROTOTYPE DATE: 1 ?-13-1 2 SCALE: AS NOTED G ROSS AREA: 5, 503 SQ. FT. SALES AREA: 3,58 - SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 1 i' V O�.J SHEET NO. � ■ CH TYRONE PROTOTYPE A2 EXISTING OFFICE FLOORING TO BE REMOVED EXISTING TOILET TO REMAIN EXISTING TOILET TO REMAIN EXISTING COLUMN BUMP -OUT TO REMAIN (lC U 0 0 4 T_ A2 EXISTING REAR EXIT DOOR TO REMAIN. SEE 1 CONSTRUCTION PLAN F A2 2) (5) i 101'-4 1/5" LEASE DIMEN51ON 36'-2 1/4" 1 29'-10 3/4" 30'-0" 1 5'-3 I/e" ADJACENT TENANT 1 EXISTING NON -SALES BUMP -OUT EXISTING ELECTRICAL PANELS. EXISTING NEUTRAL PIER TO TO REMAIN AT TH15 LOCATIONSEE ELECTRICAL PLANS FOR REMAIN. G.C. TO PROTECT A2 ADDITIONAL INFORMATION A2 PUKING CONSTRUCTION % ❑ A3 , EXISTING OFFICE TO REMAIN - G.C. EXISTING NDN -SALES\\ ' TO GLEAN TO LIKE NEW CONDITION BUMP -OUT TO REMAIN /�L� / EXISTING SALES FURRED OUT WALL \ AT THIS LOCATION / > / 5LATWALL TO BE REMOVED \\ / (TYPICAL IN SALES AREA) \ EXI5TING STOREFRONT U O 3 -ILI Im IP law . 11 11 11 11 Il Il Il L--- __L _--- 1------1-----1------J-�----J / / 11 TO BE REMOVED IN ITS EXISTING VCT FLOORING TO BE <I ENTIRETY (TYPICAL) I REMOVED. PREP FLOOR ASr- PROVIDED DIMENSIONS ARE FOR REFERENCE i ill I REQUIRED TO RECEIVE NEW FLOOR I OBTAIN VERIFY ALL CONDITIONS IN FIELD AND —FINISH (TYPICAL) NE E5 ARY APPROVALS FROM �. ® iiilm r ® ELM .._� m - ®® � � .v r. ®� ,ra I l LANDLORD PRIOR TO COMMENCEMENT OF EXI5TING l Ill � T L DEMOLITION. STOREFRONT ENTRY I I I I I II Ill AND PIERS TO BE I I I MALL CONCOURSE J------J-----J------1-----�._-�.-_L_.--- l REMOVED IN ITS �_ SII I - l l EXISTING ENTIRETY(TYPICAL) l Ill � EXISTING MALL SOFFIT ABOVE TO PARTITION WALL/ REMAIN - PROTECT DURING EXISTING SHELVING UNITS IN 5LATWALL TO BE Ill DEMOLITION AND CONSTRUCTION NON -SALES TO BE REMOVED � -TI l ( REMOVED I I I (TYPICAL) / I) /� I Il LEASE LINE Jill A �=--------------- ------ -- /Ex15TING NON -SALES WALL 5LATWALL / \ \\ / j I NON -SALES DOOR J \ / /EXISTING RESTROOM / FLOORING TO REMAIN. AND FRAME TO BE / I \ G.C. TO CLEAN TO LIKE NEW CONDITION REMOVED // I \ /// / 1 EXISTING LAVATORY TO BE RELOCATED IN / I G.C. CO RELOCATE ORDER TO COMPLY WITH ACCESSIBILITY — -""' -`- "- -- — — — — — — — — — LIGHTHAU5 CUSTOMER / EXISTING CASHWRAPl l COUNTING DEVICE TO EXISTING DRINKING FOUNTAIN TO BE / NEW ENTRY / REMOVED - REFER TD A2.0 AND PLUMBING / I TO BE, REMOVED l / SHEETS FOR NEW HI -LO LOCATION / \ G.G. TO REMOVE/ I Q Q I I EXISTING UTILITY SINK TO BE REMOVED - / - - I I _t REFER TO A2.0 AND PLUMBING SHEETS FOR ( - - - - - - - \ - - - - - - - - - - - - - --EN6L-85URRE-X N n -' l li NEW LOCATION I GASHhIRAP \ EXISTING STEEL STOREFRONT STEEL STRUCTURAL COLUMN STRUCTURAL COLUMN l l 1 EXISTING LAVATORY TO BE RELOCATED IN I /- - - - - - - -� 4 ROOF DRAIN TO TO REMAIN. I I D ORDER TO COMPLY WITH ACCE55151LITY I i -1 1 REMAIN (TYPICAL) I I I I EXISTING RESTROOM /FLOORING TO REMAIN. \ -1-I GLEAN TO LIKE NEU1 CD�I (TION Jill I ll I `INTING SIGN ABOVE TO _ I -� I l `EXIS -----_._..-....._..-_........_--..._._..__..-----� / r T CERAMIC TILE AND CARPET M L I BE REMOVED � � - - - - - - J FLOORING C. TOREP 5 AB FOR REMOVED.TI'TII� I I� l II I G.C. TO REMOVE EXISTING COLUMN \\ / RELOCATE DE -TAGGER FINISHES. SEE FINISH PLAN. I I MALL FLOORING TO BE ENCLOSURE. STEEL STRUCTURAL \-- - - - - - - - - TO NEW CASH DESK I U REMOVED A5 REQUIRED ll /-----------------\ II l IL—EX16TINGSTOREFRONT,COLUMN TO REMAIN. (TYPICAL) / \ TO INSTALL NEIL) TENANT SEE A2.0 -11 I NON -SALES WALL FOR ADDITIONAL II / l \ l 5LATWALL TO BE I / INFORMATION. � ll REMOVED 1 � 1 -- \ \ —EXISTING PREVIOUS TENANT \ I CEILING, LIGHTING, ETC TO BE \\ I REMOVED IN THEIR ENTIRETY I f EXISTING SHELVING UNITS IN `\ / / UNLESS NOTED OTHERWISE. ll =- ll NDN -SALES TO BE REMOVED EXISTING —SEE ELECTRICAL AND MECHANICAL STOREFRONT ENTRY II I (TYPICAL) PLANS FOR EXTENT OF EXISTING AND PIERS TO BE I I t II l ll UTILITIES TO REMAIN. - - REMOVED IN ITS EXISTING FITTING ROOM l DOOR / ENTIRETY (TYPICAL) i ll FLOORING / CEILING TO BE lI REMOVED (TYPICAL IN SALES i ill LEASE LINE ll AREA) lll EXI5TING SALES II ( t l FURRED OUT WALL ,I EXISTING 5LATWALL TO BE ♦ NON -SALES WALL / REMOVED (TYPICAL / II) 5LATWALL / IN SALES AREA) / ♦ I I EXISTING STOREFRONT 3 PASSAGE / POOR // I \♦ III TO BE REMOVED IN ITS EXI5TING AND FRAME TO BE � I ♦ II ENTIRETY (TYPICAL) EXISTING NON -SALES REMOVED / `♦ 5LATWALL BUMP -OUT WALL TO REMAIN - / t \ TO BE REMOVED IN I I� REFER TO A2.0 FOR \ \ /� \ SALES AREA I / NEW CONSTRUCTION e ® ----- 1 �- II 11 1) 1�-- --------------------- 4- EXI5TING NON-5ALE5 CORRIDOR TO REMAIN - REFER TO A2.0 FOR NEW CONSTRUCTION EXISTING NON -SALES POOR TO BE REMOVED - FRAME TO REMAIN PRIOR TO COMMENCING ANY WOW CONFIRM WITH THE LANDLORD THAT THE SPACE 15 THE DESIGNATED SPACE AS SHOWN IN THE DRAWINGS. REPORT ANY DISCREPANCIES TO THE PROJECT MANAGER. CONFIRM LOCATION OF ALL LEASE LINES WITH LANDLORD REPRESENTATIVE PRIOR TO DEMO. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR DESIGNATED AGENT. PROTECT ALL AREAS NOT INCLUDED IN THE WORK. ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION Q G.C. EXPENSE (SEE SPECIFICATION). NOTIFY THE TENANT PROJECT MANAGER AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION 15 COMPLETE. THE REMOVAL AND/OR HANDLING OF HAZARDOUS MATERIALS (E.G. - A.C.M.) IS NOT PART OF THIS WORK. IF ANY DISTURBANCE OF HAZARDOUS MATERIAL IS ANTICIPATED BY THIS WORK, AUTHORITIES MUST BE NOTIFIED 4 PRESCRIBED PROCEDURES MUST BE FOLLOWED. NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLE55 SPECIFICALLY NOTED. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED AT THE SITE. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT PROJECT MANAGER ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE TENANTS PROJECT MANAGER AT ONCE REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK AND TO CONFIRM TERMINATION AND/OR REMOVAL OF EXISTING FIXTURES, DEVICES AND SERVICES. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST DE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. EVALUATE THE EXI5TING TOILET ROOM (CONFIGURATION AND FIXTURES) TO DETERMINE THE LIMIT OF SERVICEABLE ELEMENTS. TOILET ROOM AND PLUMBING FIXTURES MUST MEET ALL APPLICABLE CODES (SEE SHEET AI.3) AND THE FIXTURES MUST BE IN GOOD CONDITION. COORDINATE L)1/ TENANT P.M. PRIOR TO ANY DEMO. COORDINATE WITH ANY LANDLORD VENDOR OR CONTRACTOR TO DETERMINE THE EXTENT OF WORK FOR ROOFING, PLUMBING, FIRE -PROTECTION, SMOKE EXHAUST, ETC. ANY INFORMATION SHOWN IS TO BE VERIFIED IN FIELD. MAINTAIN AND/OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED FIRE RATING AS REQUIRED BY ANY CODE OR REGULATION. PROVIDE AND/OR MAINTAIN FIRE STOPPING AS REQUIRED BY CODE. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY SCHEDULED TO REMAIN A2 EXISTING NEUTRAL PIER TO REMAIN. G.C. TO PROTECT ADJACENT TENANT I DURING CONSTRUCTION 13'- 0" A.F.F. MALL BULKHEAD EXI5TING METAL SIGN SUPPORT AND SIGN TO BE REMOVED EXI5TING ROUND FLUTED TENANT PIER (TYP. OF 2) TO BE REMOVED MALL NEUTRAL PIER TO BE PROTECTED DURING CONSTRUCTION AND DEMOLITION. LEAE LINE — EXISTING STOREFRONT GLASS TO BE REMOVED (TYPICAL) EXI5TING COLUMN ENCLOSURE BEHIND EidTRY GRILLE TO BE REMOVED - STRUCTURAL STEEL COLUMN TO REMAIN EXISTING STOREFRONT GLAZING BASE TO BE REMOVED EXISTING MALL BULKHEAD TO REMAIN- PROTECT DURING CONSTRUCTICN AND DEMOLITION C—I--� 1=C--_-_�EXISTINGSIGNAGETO\� I C - - BE REMOVED GRILL PENING / / % / I EXISTNG ROUN F�tIUTED GRID� I I / I / / I / / / I` I c UMN ENCLO�URE (TYP. OF 2) To E REMOVED 4- 54' -Il 1/2" LEASE DIMENSION SCALE: 1/4" = V-0" REMOVE ENTIRE STOREFRONT i INCLUDING GRILLE, GLASS SIGNAGE AND CEILING SYSTEM (TYP) -EXISTING ROUND TENANT PIER TO BE REMOVED - MALL NEUTRAL PIER TO BE PROTECTED DURING CONSTRUCTION AND DEMOLITION. - LEASE LINE EXISTING STOREFRONT G.LAS5 TO BE REMOVED (TYPICAL) EXI5TING STOREFRONT GLAZING BASE TO BE REMOVED Q)l STOREFRONT DEMOLITION ELEVATION SCALE: 1/4" = V-0" -LEND LANDLORD DEMOLITION OBLIGATIONS EXISTING INTERIOR WALL, DEMISING WALL OR OTHER ITEM TO BE REMOVED EXISTING INTERIOR PARTITION OR OTHER ITEM TO REMAIN NC LANDLC)RI) DF.MOL.I�fi ION C �.IC-;<A=r1CN,5 FOOT LoCKER, INC. STORE PLANNING DEPT 1 12 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these docurnents is strictly prohibited by the law. These drawings and specifications, and the Information contuined within, are and shall rernuin the property of the uuthor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these docurnents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. I REVISIONS I I NO. DESCRIPTION DATE PROJECT TITLE SEMINOLE 70WNE CENTER 00 70WNE CENTER CIRCLE SANFORD, FL 32777 SPACE K04 i STORE NO. 14 50�1 SHEET TITLE DEMOLITION PLAN SHEET NO, CH TYi-TONE PROTOTYPE 11 • DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF PROJECT TITLE SEMINOLE 70WNE CENTER 00 70WNE CENTER CIRCLE SANFORD, FL 32777 SPACE K04 i STORE NO. 14 50�1 SHEET TITLE DEMOLITION PLAN SHEET NO, CH TYi-TONE PROTOTYPE 11 • LoCKER, FOOT INC. I I I 101'-4 1/6" LEASE LINE TO LEASE LINE STORE PLANNING DEPT 112 WEST 34TH STREET 94'-3 3/8" 4'-0" 3'-0 3/4" NEW YORK, NY 10120 PATCH AND RERPAIRIAS v REQUIRED IF DAMAGED EXISTING ELECTRICAL PANELS. _ _ ADJACENT TENANT1 _ _ _ _ _ _ DURING CONSTRUCTION SEE ELECTRICAL PLANS -7-' -- r �, PROJECT COORDINATOR: til I A3 JJ COWAN +ASSOCIATES MEWD 0 11 11 ° I A1.2 8'-0" � BACKWRAP I I ILIN 114011 1 1 11-33/411 I I I 1 I 1 I 2A 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 Al2 1 I A2.0 PHONE: 614 436-0100 E I III 1 CONTACT: BRUCE MOODY A1.2 , / TWO _ ' I IET I LEASE LINE GORNER5 -/ A2 A3 I I e CASHWRA I G.G. t0 INSTALL BLOCKING AS I I IlaARCHITECT: I REQUIRED FOR (FX -IU FIXTURE. 1 ' 11 l COORDINATE WITH VENDOR WILLIAM PHILIP WHITE A1.2 I 438 E. WILSON BRIDGE RD. ' *, PASSAGE EXIST 'N A5.1 I CENTERLINE OF I—MALL SOFFIT ABOVE STOREFRONT GRILLE SUITE 100 OFFICE WORTHINGTON, OH 43085 i I PHONE: (614) 436-0100 1 CONTACT: BRUCE MOODY I I I II r ENGINEER: ---------------------- EXISTING T6ILET LINE OF PLATFORM ' \ \\ I LEASE LINE JAMES A. KNOCHEL P.E. to REMAIN 438 E. WILSON BRIDGE RD. 1 NEW LAVATORY LOCATION r SUITE 100 5X REFER TO PLUMBING SHEETS \ \\ WORTHINGTON, OH 43085 EXISTINGI LINE OF SOFFIT ABOVE \ \\ i I \1 \� PHONE: (614) 436-0100 TOIL T Rood CONTACT: JIM KNOCHEL - ----- - � -- NON -SALES I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —————— — ------------------- - \ I I RELOCATED UTILITY SINK - REFER I I \ TO PLUMBING SHEETS ( I I SEAL ----------- A3 1 I I I I I I EXISTING O COIL t ROOM Q N C a, I W 1 '� 4X III I I I I I 1 -1 NEW LAVATORY LOCATION - I REFER TO 1PLUM5ING SHEETS - - - - - I SALES I I I I -� - - - - -LO- - - - - - LIN - - EXISTING tl!LU- (LET 1 TO REMAIL 1 I A3 o - /� NEW HI/LO PRINKING FOUNTAIN I- REFER T? PLUMBING SHEETS � I I i ' _ J I ; - --_---------------------------------------------------- -J 9 ! AV O 8 I I I 6 11 I A1.3 A1.2 FITTING ROOM I I I p Q I 1 LINE OF PLATFORM I J 11 I I I Q Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared X12 D — for use with the scope of work at the specific location indicated. Use of this I I - information for other projects at other locations or differing scopes of work I 1 SLATWALL (SEE ELEVATIONS FOR I I LINE OF SOFFIT ABOVE unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. LINE OF *Lfrr IT ABOVEI I I COLOR SEE DETAIL 3A/A5.1 FOR ATTACHMENT DETAILS) These drawings and specifications, and the information contained within, are and sholl remain the property of the outhor(s). Display, reproduction or use ►� / for any but the specifically agreed upon purposes without the written 1 1 E I I authorization from the signing architect and engineer of record authoring these 1 I I documents is strictly prohibited by the law. 1 1 ( SLATWALL WITH ROLLING DIVIDER I 1 These drawings and specifications are subject without limitation to copyright 1 TRACKS (SEE ELEVATIONS FOR COLOR I A2.0 protection as an architectural work under the Architectural Works Copyright I I AND DETAIL 35/A5.1 FOR ATTACHMENT I I I I Protection Act of 1990. 1 I 11 AND STRAPPING REQUIREMENTS) I REVISIONS L___ � �, D 1 I __ A1.2 NO. DESCRIPTION DATE 1 j j l'-2 1/2" 13'-10 5/8" I I EXISTING PARTITION NEW PARTITION WALL _ 1 I NEW SLATWALL TO BE SECURED WITH 08-18 x I V LONG FLAT QUADREX, I I WALLM I A1.3 ZINC PLATED SELF DRILLING SCREWS WITH LIQUID NAILS "LN -940, OR / .q EQUAL, STRUCTURAL ADHESIVE BETWEEN SLATWALL AND GWR. LOCATE AND INSTALL SCREWS AT WALL STUDS AT 16 O.C. HORIZONTALLY ANDIZ I I 1 ' AT 6" O.C. VERTICALLY (EVERY OTHER REINFORCEMENT INSERT). A3 ALIGN E D SLATWALL AND SCREWS ARE SUPPLIED BY TENANT VENDOR LOCATE PANEL JOINTS AT WALL STUDS. I 1 I I 0 I 1 � II A2 `t 6x II- D — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 63'-2 3/4" — — FOR P4RT I T I ON TYPE 5 4 II I I 1)ET41L5 5EE 5HEET 41.1 EXISTING NEUTRAL PIER DATE: 12-13-12 LF CORRIDOR PASSAGE _ _ _ _ _ - ADJACENT TENAN PATCH AND REPAIR REQUIRED IF DAMAGED AS (NON -RATED) DURING CONSTRUCTION I X SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. CONSTRUCTION PLAN SCALE: 1/4" = V-0"PROJECT #: FL -086 CONSTRUCTION GENERAL NOTES DOOR AND FRAME SCHEDULE DRAWN BY: STAFF SEE FIXTURE PLAN AND FIXTURE DETAILS FOR ALL FIXTURE INFORMATION, SHEET A5.0. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL DOOR TYFE s(zE/LOCATION 1=1N15N FRAME NDUJ. N/J THRESH RATING REM,4RK5 DOOR HARDWARE NOTES ES DOOR HARDWARE NOTES - ADA CORNER BEADS - SPACKLE AND SAND SMOOTH. NUMBER C8/A1,2 MAT. r_3R. DETAIL DETAIL SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION, SHEET A6.0.�� I. ALL HARDWARE REPRESENTS THE INTEND2D QUALITY, STYLE AND APPEARANCE. ADA 4.135 DOOR WIDTH AND HEIGHTS- REQUIRED EXIT DOORWAYS ARE TO HAVE A CLEAR OPENING NOT LESS _ V- 9 -0 X 12'-0" MILL NO 1 SEE NOTE a 5 HVAC CONTRACTOR TO SUBMIT SHOP DRAWINGS OF INTENDED DIFFUSER, DUCT, ROLL -UP GRILLE FRAME THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING 18 MEASURED WITH NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH THERMOSTAT LOCATIONS, ETC, FOR REVIEW PRIOR TO FABRICATION AND 2. IF NEW, ALL HARDWARE IS TO BE 26D FINISH, DOOR HARDWARE THE DOOR AT A 90 -DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST PLANS IN RELATION TO EXISTING FIELD CONDITIONS. INSTALLATION OF SAME. SHALL BE MOUNTED AT NOT LESS THAT 36" OR MORE THAN 48" ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE ABOVE FLOOR THE 32 -INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A z A 3'-0" X 1'-0" X 13/4" PASSAGE t0 STOCK PTD PT -01 METAL 2A 5-6/Al2 - - SEE NOTE * 6 WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION THE CONTRACTOR 15 TO REPLACE ANY FIREPROOFIy EMOVED FROM THE BUILDING 3. OMITTED MINIMUM OF 80 INCHES. ALTHOUGH SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6 THROUGH 14 ALSO REQUIRE SPECIFIC AREAS TO BE . DOCUMENTS. DO NOT SCALE. STRUCTURE DURING DEMOLITION/CONSTRUCTION. ACCESSIBLE. DOORS TO THERE AREAS WOULD ALSO HAVE TO HAVE A 3'-0" x 1'-0" x 13/411 - O A PASSAGE TO CORRIDOR PTD PT -01 METAL 2A 5-6/Al2 - - 4. TENANT G.G. TO PROVIDE POWER SUPPLY (120v SINGLE PHASE) 32 -INCH CLEAR OPENING. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWR) TO FACE OF FINISHED ACCESS PANELS IN WALLS FOR PLUMBING, M CHANICAL R ELECTRICAL ACCESS TO CONNECTION FOR THE ALARM, INSTALLED ADJACENT TO THE PANIC BAR ON THE HINGE SIDE OF THE DOOR FRAME. PULL THE ADA 4.13.8 THRESHOLDS: THRESHOLDS ARE SPO R T S 4 � EXISTING 3'-0" X 6'-8" x 1 1/8° PTD PT -01 EXISTING 3 EX15TING WALL IGWB) UNLESS NOTED OTHERWISE ON PLANS. BE AS SPECIFIED IN SPECIFICATION SEGTI 08305. STOCK TO TOILET - - LOW WATTAGE WIRE FROM THE LOCK TO TERMINAL STRIP IN THE REQUIRED TO BE NO MORE THAN 1/2" INCH HIGH. BEVEL POWER SUPPLY. OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DECREER SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATIONS EXCEEDS I/4" INCH. EXISTING 3'-0" X 6'-8" X 1 1/8" PTD PT -01 EXISTING 3 EXISTING - - ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, ALL GLASS, INTERIOR AND EXTERIOR ANDA L STOR RONT METAL TO BE CLEANED STOCK TO TOILET 5. TENANT G.C. COORDINATE WITH GRILLE MFGR AND SHALL VERIFY INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN W/ A LIQUID DETERGENT AT COMPLETION OF UCTION. THAT GRILLE INSTALLATION MEETS ALL LANDLORD AND TENANT ADA 4.133 HARDWARE HAND ACTIVATED DOOR OPENING HARDWARE 18 REQUIRED TO BE CENTRED EXISTING x �'-0" X 13/4" PTD PT -01 EXISTING 5 EXISTING - - SEE NOTES " 4, 6, 1, 9 ACCORDANCE W/ THE MANUFACTURERS WRITTEN SPECIFICATIONS OR INSTRUCTIONS. CORRIDOR TO EXIT REQUIREMENTS. BETWEEN 30 AND 44 INCHES HIG14. LATCHING AND LOCKING DOORS THAT ALL HARDWARE TO COMPLY WITH ADAAG AND LOCAL HANDICAPPED CODE REQUIREMENTS Q DENOTES AN EXISTING DOOR PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS 6. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE PROJECT TITLE ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE OWNER. AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. ALL EGRESS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO HARDWARE SETS UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS 1. HARDWARE AT SERVICE DOOR SHALL BE BUILDING STANDARD PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE ALL LABOUR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTIONS EQUIPMENT, STRUCTURE PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND AS WHEN REQUIRED BY THE LANDLORD CRITERIA. AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. MACHINERY, TRANSPORTATION, PERMITS AND OTHER SERVICES AND FACILITIES SERVICES. 5. OMITTED SEMINOLE TOWNE CENTER SET NO. 1 BET NO. 2A SET NO. 25 5ET NO, 3 SET NO. 4 SET NO. 5 SET NO. (o NECESSARY FOR PROPER AND TIMELY EXECUTION OF THE WORK, S, REPLACE DAMAGED OR MISSING HARDWARE. REPLACE LOCK ADA 4.13.10 CLOSERS: THE MAXIMUM FORCE TO OPERATE DOORS CANNOT EXCEED 85 LBS. FOR 00 TOWN E CENTER CIRCLE SELF-SUPPORTING ROLL -UP REPAIR AS REPAIR AS THE GENERAL CONTRACTOR IS TO PROVIDE � INSTALL PAPER COVERING APPLIED THE TENANT'S CONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHITECT THAT TO THE STOREFRONT GLAZING DURING MERCHANDISING. GRILLE WITH MANUAL DOOR TO EGRESS: 11/2 - PAIR of BUTTS ON -EGRESS DOOR: I - PAIR OF BU S REQUIRED. REPLACE l3 STANLEY Fii9 FREE -SWI e T HINGES, SATIN GH ME REQUIRED. REPLACE /2 -PAIR OF BUTT I -LATCH SET CYLINDERS AND PROVIDE TENANT WITH l2) NEW KEYS. EXTERIOR DOORS AND 3 LBS. FOR INTERIOR DOORS, REQUIRED FIRE DOORS MAY REQUIRE UP TO 15 LBS. PRESSURE. THE PRESSURE 18 TO BE SANFORD, FL 32771 ALL MATERIALS AND EQUIPMENTS FURNISHED UNDER THE CONTRACT ARE NEW OPERATION FURNISHED AND INSTALLED BY TENANT I -PASSAGE I PRIVACY OCK THE FOLLOWING WITH 4-1 4-I/2" FIN 26D THE FOLLOWING WITH NEW IF NOT EXISTING 3 SILENCE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTRE PLANE OF SLIDING DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR SPACE K04 UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORKS WILL BE AS SPECIFIED AND THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE FINAL CLEAN UP OF THE GRILLE INSTALLER LATCH SET I - LL 5 P NEW IF Not EXISTING (U PRIVA LOCK 1 1/2 - PAIR OF BUTTS OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS. FREE OF DEFECTS. ENTIRE PREMISES, TO INCLUDE, BUT NOT LIMITED TO, FLOORS, MILLWORK, FIXTURES, I - WALL STOP 3 - S E ERS 2 - KI PLATES. 11/2 - PAIR OF BUTTS I - PRIVACY LOCK (1) HD DOOR (INTEGRAL PANIC HARDWARE SET -A ADA 4.14 ENTRANCES - ETC. ETC. FOLLOWING INSTALLATION OF MILLWORK. FOR ALL WOOD MEMBERS REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, - SILENCERS 2 - KICKPLATES 1 - OS I -WALL STOP WITH HINGE ) FOR FITTING oM D R5 ONLY I - WALL STOP 2 - KICK PLATES ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS "ANY 14508 3 - SILENCERS STORE NO. PROVIDE PRESSURE IMPREGNATION WITH FIRE RETARDANT CHEMICALS TO PROVIDE G.G. SHALL SUPPLY 4 INSTALL PROPER 4 ADEQUATE WOOD BLOCKING TO SUPPORT 1 - CLOSER 2 - KICK PLATES. (1) WAL TOP _ I SURFACE MTD. DR ENTRANCti TO A FACILITY, WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS UL FRS FIRE HAZARD CLASSIFICATION. ALL WOOD SHALL BE IDENTIFIED WITH A UL ALL OWNER SUPPLIED AND MWC APPLIED 4 INSTALLED ITEMS FOR FIRM AND SECURE (3/4 HR. DOOR) TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY." HANDICAPPED RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. INSTALLATION ON WALLS, COLUMNS, ETC. G.C. SHALL COORDINATE WITH MWC FOR I- CLOSER INTERFERENCE WITH WHEELCHAIR TRAFFIC. SHEET TITLE REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENT AND PROVIDE 1 - PEEP HOLE BUTTS: MGKINNEY STANDARD WEIGHT 5 KNUCKLE SILENCER: IVES, NO. 20 LEVEL 1 SECURITY SPEC. ENCLOSED MALL STORES APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. IF AUTHORITY. ADA 4.30 ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY REQUIRED BY CODE AND LOCAL BUILDING OFFICIAL, SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT. BEARING HINGES '"T52-14, 4-1/2" X 4" COMB. LOCK /LATCH: ILCO UNICAN "1021 PANIC HARDWARE SET "A" PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS CONSTRUCTION ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PASSAGE LATCH SET: SARGENT 8200 LINE LEVER TYPE REDUCER STRIP: SEE SILL DETAILS 11220F000F PANNEX EXIT DEVICE - ALARMED/FIRE RATED/AC REQUIRED. TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL UPON POSSESSION OF THE PREMISES, ENTIRE SPACE DIMENSION SHALL BE VERIFIED LOCK SET: SARGENT LINE LEVER TYPE POWERED/BATTERY BACK-UP PRIVACY LOCK SET: SARGENT 10 LINE LEVER TYPE 7DLI4182800 DOOR LOOP - FOR AC POWER WAYS. PLAN STANDARDS FOR THROUGH PENETRATIONS FIRESTOP SYSTEMS. THE CONTRACTOR AND NOTED OF ANY DISCREPANCIES BY G.C.'5 FIELD SUPERINTENDENT USING SHEET CLOSER: RUSSWIN DC2200(d 1PSI100000 POWER SUPPLY SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO A3.0. G.G. SHALL SUBMIT COPY OF A3.0 TO THE OWNER, ARCHITECT, AND MILLWORK 316503A4C2 MORTISE CYLINDER - FOOTLOCKER WALL STOP: IVES "- S3FINISH THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. K204FACTRY FACTORY COMBINATION KEY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. GENERAL CONTRACTOR AND MILLWORK CONTRACTOR TO COORDINATE THEIR WORK. KICK PLATE: IVES, "8644 00 1 12" x 36"11 PANIC HARDWARE -SUPPLIED 4 INSTALLED BY SECURITY SOLUTIONS SHEET NO. ■ CH TYRONE PROTOTYPE 3 5/8" x 20 GA DIAGONAL GRACE AT FOOT INC. 4'-0" O.G. TO STRUCTURE ABOVE, TYP. LOCKER 3-5/8" TOP TRACK 3-5/8" TOP TRACK --- 3/4" F.R.T. PLYWOOD EXISTING WALL TO REMAIN. PATCH AND REPAIR AS DECK _ DECK ,t, 11T DECK �, DECK STORE PLANNING DEPT i REQUIRED TO RECEIVE NEW FINISHES IF INDICATED ON FINISH PLAN. 3-5/8" TOP TRACK , , FIRE STOPPING AT ALL FIRE STOPPING AT ALL 112 WEST 34TH STREET \ , , CEILING LINES WHERE CEILING LINES WHERE NEW YORK NY 10120 � REQUIRED BY CODE REQUIRED BY CODE FIN. CLC. FIN. GLC. FIN. CLG. SEE PLAN SEE PLAN SEE PLAN PROJECT COORDINATOR: E X 1ST 1 NCS f',4 RT I T I ON FOR TYPE FOR TYPE FOR i-YPE COWAN + ASSOCIATES ,43 CONTINUOUS 12" X 16 GA. METAL 438 E. WILSON BRIDGE RD. STRAPPING FOR INSTALLATION OF 6" x 20 GA. MTL. STUDS 16" O.G. WITH (1) SUITE 100 e WALL SYSTEM TRACK LAYER 5/8" TYPE "X" GWB CEILING AND WORTHINGTON, OH 43085 -� 3/4" F.R.T. PLYWOOD PLATFORM ABOVE PHONE: (614) 436-0100 3 5/8" x 20 GA. MTL. S DS tv 16" O.G. 3 5/8" x 20 GA. MTL. STUDS 6 16" O.G. CONTACT: BRUCE MOODY WITH (1) LAYER 5/8" T PE "X" GWB TYP. WITH (1) LAYER 5/8" TYPE "X" GWB TYP. EACH SIDE- RUN F M SLAB TIGHT TO ON ONE SIDE- RUN FROM SLAB TO 6" 3 5/8" x 20 GA. MTL. STUDS I1 16" O.C. WITH (1) DECK ABOVE. ABOVE LAY -IN GEIL!NG LAYER 5/8" TYPE "X" GWB RUN UP FROM ARCHITECT: SLAB TO FINISHED GWB. CEILING. WILLIAM PHILIP WHITE 3 5/8" x 20 GA. MTL. STUDS a 16" O.C. WITH (1) 438 E. WILSON BRIDGE RD. LAYER 5/8" TYPE "X" GWB TYP. EACH SIDE SUITE 100 EXISTING FULL HEIGHT DEMISING WALL TO REMAIN. FROM SLAB TO FINISHED GWB CEILING. WORTHINGTON, OH 43085 WALL MUST CONFORM TO 1 -HOUR FIRE RATING (AND/OR 6" ABOVE LAY -IN CEILINGS) PHONE: (614) 436-0100 (UL465) AND LOCAL CODES. PATCH AND REPAIR - CONTACT: BRUCE MOODY AS REQUIRED TO MAINTAIN EXISTING FIRE RATING WHEN USED IN CONJUNCTION WHEN USED IN CONJUNCTION AND ANY NEW FINISHES. WITH ROLLING DIVIDER TRACK WITH ROLLING DIVIDER TRACK YSTEM SEE DETAIL 3/45.1 SYSTEM SEE DETAIL 3/A5.1 ENGINEER: (1) LAYER 5/8" TYPE "X" GWB. RUN FROM JAMES A. KNOCHEL P.E. CONTINUOUS 12" X 16 GA. METAL SLAB TIGHT TO 3/4" F.R.T. PLYWOOD 438 E. WILSON BRIDGE RD. DEM I J INC FART I T I ON STRAPPING FOR INSTALLATION OF PLATFORM DECK SUITE 100 42 WALL SYSTEM TRACK WORTHINGTON, OH 43085 0 0 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL 3-5/8" BOTTOM RACK 3-5/8" 50TTOI" 1 TRACK 3-5/8" BOTTOM TRACK 3-5/8" BOTTOM TRACK 0 SEAL FIN. FLR. FIN. FLR. 11 FIN. FLR. h FIN. FLR. STING EXTERIOR DEMIST WALL WITH METAL STUD ND G.W.B. ON I IOR SIDE TO REMAIN. REPAIR REQUI TO MAINTAIN EXISTING FIRE ` RATING. PR WALL FOR ANY NEW FINISHES. 1„11 S I NCS f=A fR T T I 7 U L L� E I C� T 1 N T E R 1 O R 1 N T E R 1 O R F,4 RT I T I ON INTERIOR F,4 RT I T I ON INTERIOR FA RT I T I ON Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use ofthis D � information for other projects at other locutions or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of T 1 O fR /� R�tRT I T I ®N record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. PARTITION TYPE "D" PARTITION TYPE "E„ These drawings and specifications are subject without limitation to copyright protection as ao architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS PARTITION TYPE "A" PARTITION TYPE "B" - NOT USED PARTITION TYPE "C" NO. DESCRIPTION DATE 1 LL f FL COMMENTS 9-25-12 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF f4AMP 3 5/8" OR 6" x 20 GA. STUD AT 4'-0" O.G. (MIN.) OR A5 EXISTING STRUCTURE ATTACH TRACK TO EXISTING BAR SPORTS REQUIRED. CLIP STUD END AS REQUIRED AND ATTACH TO JOIST TOP CHORD WITH (2).14511 EXISTING TOP CHORD STRUCTURE WITH (1) .145" DIA. P.A.F. DIA. P.A.F. (EACH JOIST LOCATION) AT EACH END. (2) 08 SCREWS At EACH STUD LOCATION PROJECT TITLE ---------------- -- ------ -- SEMINOLE TOWNE CENTER ---------- --- --- 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 14508.1 STORE NO. CONTINUOUS 18 GA. DEEP LEG CONTINUOUS 18 GA. TRACK SLiP CONNECTION DEEP LEG TRACK. I/2" CLEAR EACH SIDE OF STUD (TYP.) SLIP ON 1/2" CLEAR EACH BIDE DE OFSTUD SHEET TITLE BRIDGING AT 8" FROM TOP PER MANUFACTURER'S 3 5/8" METAL STUDS AT BRIDGING At 8" (TYP.) FROM TOP PER MANUFACTURER'S PARTITION TYPES RECOMMENDATION 16" O.C. 3 5/8" METAL STUDS AT 16" RECOMMENDATION O.G. R,4R,4LLEL TO STRUCTURE f=ERREND 1CUL,4R TO STRUCTURE Al CONNECTION DETAILS SHEET NO. ol PARTITION TYPE "F" PARTITION TYPE "G" PARTITION TYPE "H" CH TYRONE PROTOTYPE ,rr PARTITION FRAMING SCHEDULE 3-5/8" x 18 GA. NESTED BRACES 3/4" 16 GA. COLD -ROLLED EACH WAY AT 4'-0" O.C. MAX. HEIGHT "H" STUD SIZE** * BOTTOM TOP TRACK CHANNEL SPACED AT 4'-0" O.C.SCREW TOGETHER sl l'-0" O.G. TRACK 8'-0" SPAN 11'-6" SPAN n HORIZONTALLY. EACH FLANGE UP TO 16 FT. 3-5 8"x25GA. 3-5 8"x18G 3-5 8"x18GA 3-5 8%16GA. DL. FOOT LOCKER INC. 1-1/2" x 3" x 16 GA. CHANNEL CLIP 16FT. TO 20FT. 6" x 20GA. 6" x 18GA. 6" x 18GA. 6" x 18GA. ANGLE 1/4" LESS THAN STUD WIDTH, 20FT. TO 26FT. 6" x 18GA. 6" x 18GA. 6" x 18GA. 6" x 18GA. DL. TYP. ATTACH WITH (4) 5/8" 05-12 SCREWS OR 3/4" WELDS IN (3) NESTED STUD BRACING PLACES = NON-BEARING STUD WALLS ONLY. STORE PLANNING DEPT PROVIDE HANDLE ON THE COP GAP TO „ DECK ELEV. 112 WEST 34TH STREET EASE THE REMOVING OF THE GAP. METAL STUD FRAMING, TYP. 41 011 D . M X. --- (VIF) 1. ALL STUD WALLS AND PARTITIONS REQUIRE GYP. BD. BOTH SIDES FOR THE NEW YORK, NY 10120 COORDINATE HANDLE SPEC WITH FULL HEIGHT OF THE STUDS (UNLESS SPECIFICALLY DETAILED OTHERWISE). FOOTLOCKER CONSTRUCTION MANAGER �\ BRACE LENGTH MAY 2. ALL SUSPENDED WALLS SHALL HAVE GYP. BD. WHICH EXTENDS 4" ABOVE THE 1/4" DIAMETER THRU BOLT NOT EXCEED 16'-0" \ SUSPENDED CEILING (UNLESS SHOWN AND/OR NOTED OTHERWISE 15Y THE PROJECT COORDINATOR: WITH TOGGLE (TYP. OF 2) ARCHITECT). 6.. COWAN + ASSOCIATES 3. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF 438 E. WILSON BRIDGE RD. LABEL 2 x 4 I BRIDGING SPACED AT 4'-0" MAX. ON CENTER. THE BRIDGING SHALL BE SUITE 100 ° -SECURELY FASTENED To THE STUDS WITH EITHER SCREWS OR WELDS. WORTHINGTON, OH 43085 3/4"x 2" POPLAR PLYWOOD I 4. ALL STUDS SHALL BE "CEE" STUDS WITH FLANGE STIFFENERS. PHONE: (614) 436-0100 TRIM PAINT (CP -5) I CONTACT: BRUCE MOODY 5. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS. PAN HEAD SCREWS ARE MORE RE-STRICTIVE UFACTUtHEY�SHARS RLEL ApPLENDATIONS OR LOCAL ORDINANCES METAL SCRAP _x 16 GA. TRACK OVER 3-5/8" x 18 w ARCHITECT: (TYP. OF 2) O I GA. TDP TRACK SCREW TOGETHER Z Q 6. TYPICAL FASTENER: 1/2" DIA. HOLE IN BTM CAP / AT 12" O.C., STAGGERED O cn A. STEEL STUDS TO STEEL STUDS OR TRACKS: "8 -IS x 1/2" TEKS/z WITH PHIL. WILLIAM PHILIP WHITE 6" DIAMETER PVC TUBE— z NTERCONDE�TIONGOF ISCsA OR 16 �q x'3116" TEKS/3 WITH PHIL. PAN HEAD FOR 438 E. WILSON BRIDGE RLD. ° I I I 25 GA. "GEE" STUDS AT 16" D.C. SUITE 100 PVC BOTTOM CAP GLUED INB. STEEL STUDS OR TRACK5 TO WOOD PURLINS, GIRDERS AND BEAMS: MAX. SEE OCHER DETAILS FOR "14-10 x 1/2" H.W.H. TYPE "S" METAL -TO -WOOD TEKS. WORTHINGTON, OH 43085 PLACE, G.C. TO DRILL 1/2" DIA. HOLE PLAN I I ADD'L. INFO. C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL, WIDE PHONE: (614) 436-0100 IN CENTER OF BOTTOM CAP I FLANGE BEAMS, COLUMNS, GIRDERS, ETC.): TEKS/3 OR TEKS/4- GAUGE AND NOTE: '� � I 3/4" 18 GA. COLDROLLED t CONTACT: BRUCE MOODY � ELEYA� ION UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A LENGTH AS REQUIRED FOR THE COMBINED THICKNESS OF THE MATERIAL �O BE NEW BLUEPRINT SET FOR THE COMPLETED STORE DRAWINGS i I CHANNEL. BRIDGING SPACED AT DRILLED. (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE 4'-0" O.G. HORIZONTALLY D. PLYWOOD TO STEEL STUDS: "10-24 x 3/4" TEK5/3 (PLYMETAL TEKS) WITH BLUEPRINTS INTO THE PLAN TUBE HOLDER LABEL (WITH CLEAR TAPE) II THIN WAFER HEAD. ENGINEER: STATING: THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE BOTTOM TRACK WITH HILTI 03INK512 E. GYP. BD. TO STEEL STUDS: r x 1/4" HI -LO TYPE "S" BUGLE HEAD REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER TENANT G.G. DRIVE PINS AND R36 DISCS AT SCREWS FOR 3/8" TO 5/8" GYP. BD. TO 25GA. OR 20GA. STUDS. % x 1/4" TYPE JAMES A. KNOCHEL P.E. TO SUPPLY AND INSTALL DRAWING TUBE ASSEMBLY WHERE INDICATED 24" O.G., MAX. "5-12" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYP. BD, To 18GA. OR 16GA. 438 E. WILSON BRIDGE RD. ON PLANS. STUDS OR TRACKS. SUITE 100 WORTHINGTON, OH 43085 BNOT USED 14 DRAWING TUBE SCALE: 11/2" = 1'-0" 13 PARTITION FRAMING DETAIL SCALE: 1/2" =1'-0KNOC" PHONE: (614) 00 CONTACT: JIM KNOCHEL 10 A1z SEAL 1m UNDERSIDE OF G.W.B. CLC. N;2 (SEE REFLECTED GLG. PLAN) 5/8" GWB ON 3 5/8" X 20 GA. METAL _ FRAMING (TYP.) ACRYLIC WALL PANEL (WHERE REQUIRED) (TYP.) w � •�� u _ O EXISTING STRUCTURAL COLUMN LL u VERIFY SIZE IN FIELD w o "t zLU 5/8" CEMENT BOARD FROM 1j 0 SLAB UP t0 UNDERSIDE OF EXISTING STRUCTCOLUMN "� ,z—� "� � VERIFY SIZE IN FIELD LD OR WF -03 G.W.B. CEILING 5/8CEMENT BOARD FROM BRICK THINSET BRICK ON SLAB UP TO UNDERSIDE OF Prohibition On Re -use and Copyright Notice: THINSET - TERED ' CEILING The information and specifications contained within these drawings was prepared MORTHINSET MORTAR for use with the scope of work of the specific location indicated. Use of this WITH 3/8" JOINTSinformation for other projects at other locations or differing scopes of work NOTE: THINSET BRICK ON unless expressly authorized in writing by the signing architect and engineer of (TYP.) USE WHOLE, HALF THINSET MORTAR record authoring these documents is strictly prohibited by the law. I'-4 1/2" BRICK LENGTHS, AND 2" X 2" X 12" HIGH INSTALL CORNER GUARD OVER property O. P y. P CORNER UNITS ONLY USE WHOLE, HALF These drawings and specifications, and the information contained within, are CORNER GUARD W/ ACRYLIC WALL PANEL (WHERE COWEG.W.B. ENCLOSURE BR AE 7� D and shall remain theor the authors Display, reproduction writ en or use for any but the specifically agreed upon purposes without the written CLEAR BRUSHED REQUIRED) (TYP.) FLOOR SLAB " ONLY authorization from the signing arty itect and engineer of record authoring these 1 -$ documents is strict) prohibited b the law. ALUMINIUM FINISH FINISH FADE These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright 11-81/81, Protection Act of 1990. G.W.B. ENCLOSURE 1'-115/8° REVISIONS FINISH FACE NO. DESCRIPTION DATE NOT USED 11 - " - ' " n10COLUMN ELEVATION SCALE: 11/2" =1'-0" 9 COLUMN ENCLOSURE DETAIL SCALE: 1 1/2" =1'-0" 8 COLUMN ENCLOSURE DETAIL SCALE: NTS 1 LL 4 FL COMMENTS 9-25-12 n l n n' _CAI P_Q SCALE: 3— 1 -0 NOTE: REFER TO DOOR AND 4'4" L HARDWARE SET SCHEDULES SHEET AID 2 Al2 6 Al2 2" 3'-0" 2" 3'-0" 2.. C DATE: 12-13-12 c 5/8" GWB ON 3 5/8" X 20 SCALE: AS NOTED GA. MTL. FRAMING (TYP.) GROSS AREA: 5,503 SQ. FT. SALES AREA: 3, 584 SQ. FT. > N�2 C14N W PROJECT #: FL -086 DRAWN BY: STAFF i I 2" i 5/8 GWB ON 3 5/$ X 20 i e GA. MTL. FRAMING (TYP.) HOLLOW GORE PROVIDE ANCHORS THREE METAL DOOR (3) PER JAMB DOOR TYPE "all DOOR OPENING METAL FRAME METAL FRAME STIFFENER SCREWS AT 24" FITTING ROOM CASED OPENING WITH H.M. DOOR O.G. tiAMP SPORTS F71 DOOR TYPES AND FRAMES I SCALE: 3/8" =1'-0" 6J DOOR HEAD I SCALE: 3" = V-0" k5j DOORJAMB I SCALE: 3" = 1'-0" 4 NOT USED SCALE: 3" =1'-0" 3 D ETA I L AT CASED OPENING SCALE: 3" =1'-0" 2 HEADER AT CASED OPENING SCALE: 3" =1'-0" 1 D ETA I L AT FITTING ROOM DOOR SCALE: 3" _ ,'-0" CH TYRONE PROTOTYPE all VESTIBULE 8„ — PROJECT TITLE 5/8" GYP. BD. ON 3 5/811— /8"METAL METALSTUD FRAMING 2 STIFFNER SCREWS g 24" .._ � • :. ..: _ : •.......: ; _:.:.....-.. -...:. - SEMINOLE TOWNS CENTER A1.2 D.G. EXIST. GYP. BD. ON .:.. , 00 TOWNE CENTER CIRCLE 5/8" F.G. GYP. BD. ON METAL STUD FRAMING TO REMAIN PROVIDE PROVIDE SAN FORD, FL 32771 3-5/8" 20 GA. METAL METAL METALVESTIBULE STUD FRAMING BLOCKING AT' BLOCKING :. SPACE K04 FIN. GLC. MOUNTING :. .... :.... ..:: .... AT MOUNTING SCREWS. SCREWS. E NO. 14508 STORE STIFFNER SCREWS s 24" O.C. SHEET TITLE SALES VESTIBULE ,'_6"AFS. CONSTRUCTION SALES AREA I H.M. OPENING FRAME D ETA I LS CURTAIN WITH GROMMETS PROVIDED P.M. OPENING FRAME BY OWNER'S VENDOR HOLDBACK BY FIXTURE VENDOR FITTINCs ROOM NO. Al 2 SHEET ■ 4 NOT USED SCALE: 3" =1'-0" 3 D ETA I L AT CASED OPENING SCALE: 3" =1'-0" 2 HEADER AT CASED OPENING SCALE: 3" =1'-0" 1 D ETA I L AT FITTING ROOM DOOR SCALE: 3" _ ,'-0" CH TYRONE PROTOTYPE 11'Gf-'�IV51''Y�KCIV I OL TOILET ROOM ACCESSORIES SCHEDULE TOILET ROOM GENERAL NOTES AVINYLPPLIED 6ENER& NOTES INTERNATIONALS SYMBOL OF ACCE551BILITY ENTRY DOOR G.C. TO FURNISH AND WSTALL ALL 51DELITE GLAZING SHALL BE THE STANDARD USED TO IDENTIFY 1. GRAB BARS BOBRICK 8-6806 SATIN FINISH WITH CONCEALED MOUNTINGS 1 1/2" DIAMETER SIDE BAR: 42" LONG, REAR BAR: 36" LONG. IF 'NEW TOILET ROOM' I$ IDENTIFIED ON PLANS: FOOT LoCKER INC „ EQUILATERAL TRIANGLE 1/4 ACCESSIBILITY SIGNAGE REQUIRED PER I8 A.F.F. FACILITIES THAT ARE ACCE5515LE TO AND (TEL: 818-982-9600) TOILET ROOM TO BE LOCATED IN LOGICAL LOCATION TO LANDLORD'S WATER AND SEWER LINES. PLANS ASSUME CONDITIONS WHICH MAY BE THICK 12" LONG CIRCLE 1/4" (TENANT 51DE) USABLE BY PHYSICALLY DISABLED INACCURATE. TEN G.C. TO FIELD VERIFY LOCATION OF EXISTING CONDITIONS AND NOTIFY TENANT REP. IF CHANGES ARE NECESSARY. TOILET TI55UE DISPENSER THICK 12" IN DIAMETER.17 THE BUILDING CODE /INSPECTOR ENTRY MM INTERNATIONAL PERSONS. 2' BOBRICK 1316861 SURFACE MOUNT (TEL: 818-982-9600) WALLS AND PLRIFY LOCATIONAND UMBING LINES O MINIMIZE EXCESSIVE WORK AND NOTIFYYOF EXISTING TOILET TENANT(IREP. F) AND ARE NECESSARY. EXISTING PLUMBING SYMBOL OF ACCESSIBILITY MOUNTING LOCATION AND HEIGHT: SIGNS SHALL FF_ BE INSTALLED ON THE WALL ADJACENT TO 3 MIRROR BOBRCK 8-293-1836 STAINLESS STEEL TILT MIRROR 18" X 36" (TEL: PROVIDE AND INSTALL A (M) 30 MIL. (MIN.) WATERPROOF MEMBRANE EXTENDED A MINIMUM OF 4" UP VERTICAL SURFACES IN TOILET ROOMS STORE PLANNING DEPT THE LATCH OUT5IDE OF DOOR. MOUNTING 818-982-9600) oR AS REQUIRED BY LANDLORD. HEIGHT SHALL BE 60" ABOVE THE FIN15H PROVIDE AND INSTALL A FLOOR DRAIN IF NOT EXISTING. c 1 1 2 WEST 34TH STREET SOAP DISPENSER o IN ow FLOOR TO THE CENTER LINE OF THE SIGN. 4 TO BE PROVIDED BY STORE OPERATIONS AT THE TIME OF STORE OPENING. PROVIDE AND INSTALL MARLITE FIBERGLAS REINFORGEG PANEL (FRP) WAINSCOT 70 4'-0" AFF. NEW YORK NY 10120 AL*ML111 5/5" TO 2' MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 5 PAPER TOWEL DISPENSER REFER TO SHEET A30 FOR FINISHES. , BOBRIGK MODEL 8-253 UPPERCASE 3" OF 51GNAGE WITHOUT ENCOUNTERING M E 1/32" RAISED PROTRUDING OBJECTS OR STANDING WITHIN SHELVES AND STANDARDS SEAL FULL AROUND ALL EDGES ® ADJOINING MATERIALS WITH CLEAR SILICONE (WOOD BASE TO WALLS MIRROR TO WALLS, BENCH TO WALLS, PROJECT COORDINATOR: LETTERS. UNISEX6. THE SWING OF THE DOOR (2)12" DEEP 4'-0" WIDE 11/211 SHELF - PLASTIC LAMINATE (6) SIDES ON M.D.F. 6'-0" AFF. ON ETC.) E) WALL 516NA6E COLOR OF SYMBOL: THE SYMBOL SPECIFIED (2) GARCY 604 STANDARDS WITH (4) GARCY 12" 686 BRACKETS IF 'EXISTING TOILET ROOM' IS IDENTIFIED ON PLANS: COWAN + ASSOCIATES FAUCET ABOVE SHALL CONSIST OF A WHITE FIGURE 438 E. WILSON BRIDGE RD. 0 0 ON A BLUE BACKGROUND AND SHALL A 1. DELTA MODEL 02131 CLASSIC TWO HANDLE SPECIALTY FAUCET WITH THREADED SPOUT. ADA COMPLIANT. 4" CENTERS. SUPPLIED AND INSTALLED BY GG. IF TOILET ROOM IS IDENTIFIED AS 'EXISTIWG' ON PLANS, TENANT G.C. TO VERIFY ACTUAL EXISTING CONDITIONS AND REPORT TO TENANT REPRESENTATIVE A$ TO CONDITION OF ALL FIXTURES AND ACCESSORIES. THE TENANT REP. WILL DETERMINE IF ANY NEW WORK 15 TO BE SUITE 100 = / NON-GLARE FINISH. THE BLUE SHALL BE GG I5 ALSO TO PROVIDE 1 SIX-FOOT LAUNDRY HOSE. USE ONLY WHEN MOP SINK IS � REQUIRED OR NO NEW TOILET ROOM IS INpIGATED. DONE IN EXISTING TOILET ROOM. WORTHINGTON, OH 43085 PLUMBING NOTES: _ - EQUAL TO COLOR NO. 15090 IN FEDERAL PLUMBING FIXTURES PHONE: (614) 436-0100 %) STANDARDS 5958 I. GENERAL CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AND REPORT TO TENANT'S PROJECT CONSTRUCTION MANAGER AS TO THE REFERENCE MECHANICAL SHEET(S) FOR EXTENT OF PLUMBING WORK ALL NEW PLUMBING FIXTURES UNLESS OTHERWISE SPECIFIED ON PLANS. CONTACT: BRUCE ti100DY BRAILLE: CONTRACTED GRADE 2 BRAILLE. CONDITION OF ALL FIXTURES AND ACCESSORIES. THE PROJECT CONSTRUCTION MANAGER WILL DETERMINE IF ANY NEW WORK 18 TO BE DONE. DOTS SHALL BE 1/10 INCH ON CENTERS IN 2. ALL HANDICAP ACCESSIBLE TOILET ROOM ACCESSORIES MUST BE INSTALLED IN COMPLIANCE WITH ADA AND LOCAL CODES FOR MOUNTING HEIGHTS ACCESSIBLE TOILET ROOM UNISEX EACH CELL WITH 2/10 INCH SPACE BETWEEN AND LOCATIONS. DETAILS PROVIDED FOR FINISH REQUIREMENTS ONLY. IN THE EVENT AN ACCESSIBLE TOILET ROOM IS TO BE PROVIDED. REFERENCE "ADA ARCHITECT: MEN WOMEN GRADE 2 BRAILL CELLS, MEASURED FROM THE SECOND 3. ALL TOILET ROOM ACCESSORIES SHALL BE 04 STAINLESS FINISH UNLESS OTHERWISE NOTED. TOILET ROOM REQUIREMENTS" BELOW DOOR 516NA6E ENTRY DOOR BRAILLE EXIT SIGN COLUMN OF DOTS IN THE FIRST CELLS TO THE 4. TENANT GENERAL CONTRACTOR SHALL INSTALL NON- COMBUSTIBLE BLOCKING IN WALLS AS REQUIRED FOR ALL NEW ACCESSORIES. 5. ALL GRAB BARS MUST BE ABLE TO SUPPORT 250 LBS. APA 4.16 TO BE MOUNTED 60" A.F.F. ON FIRST COLUMN OF DOTS IN THE SECOND 6. ALL HOT WATER AND DRAIN PIPING UNDER LAVATORY MUST BE INSULATED. REPLACE A8 REQUIRED. WATER CLOSET: THE HEIGHT IS REQUIRED TO BE A MINIMUM OF ll INCHES AND A MAXIMUM OF 19 INCHES MEASURE TO THE TOP of THE SEAT. FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OR 3 LBS. OR BY A REMOTE LOW WILLIAM PHILIP WHITE STOREFRONT MULLION 5Y5TEM, ON CELL. DOTS SHALL BE RAISED A MIN. OF VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED SO IT IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. 438 E. WILSON BRIDGE RD. LEFT51DE OF ENTRY DOORS 1/40 INCH ABOVE THE BACKGROUND. I HANDLE ON TOILET NOT TO EXCEED 44" AFP. SUITE 100 THE REQUIREMENTS FOR TOILET COMPARTMENTS DEPEND ON THE SIZE OF THE WATER CLOSET. SO IT IS IMPORTANT TO KNOW WHAT TYPE ONE WORTHINGTON, OH 43085 IS USING WHEN DESIGNING THE TOILET ROOM. WATER CLOSETS MUST BE A lk GALLON FLUSH FIXTURE. PHONE: (614) 436-0100 10 0 ACCESSIBLE SIGN DETAIL ADA 4.19 CONTACT: BRUCE MOODY LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE WITH 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 11 INCHES DEEP FROM THE FRONT OF THE LAVATORY. •o HEIGHT LIMITATIONS ARE REQUIRED FOR THE TOP OF THE LAVATORY BY THE FEDERAL ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (ATBCB). ENGINEER: PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND JAMES A. KNOCHEL P.E. TOE SPACE UNDERNEATH LAVATORY. 438 E. WILSON BRIDGE RD. IOP TRIM GAP CUT NELPLAS PANEL IN FIELD CUT IN FIELD TYP. SUPPLIED IN 96" LENGTHS EXTEND SCHEDULED WALL INSULATE OR COVER HOT WATER AAD DRAIN PIPES UNDER LAVATORIES. SUITE 100 PARTITION - REFER TO PARTITION TYPES COVERING 6" BEYOND NELPLAS PANEL - TO 3'4" A.F.F. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. WORTHINGTON, OH 43085 OUTSIDE COMER PHONE: (614) 436-0100 GUARD CLT IN FIELD INSIDE CORNER GUARD I EXTEND SCHEDULED WALL MITRE ALL CORNERS qB FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CAN NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 LBS. LEVER-OPERATED CONTACT: JIM KNOCHEL GUT IN FIELD COVERING 6" BEYOND NELPLAS PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE PANEL - TO 3'-6" AFF ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. INSTALL NELPLAS PANEL AND — — — — — — — — — — — — ADA 4.26 f I r I INSTALL NELPLAS PANEL CORNER GUARDS PER MFG. INSTRUCTIONS GRAB BARS: LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE WATER CLOSET. 33 INCHES ABOVE AND PARALLEL SEAL f AND CORNER GUARDS PER = qD qG qE TO THE FLOOR GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF INSIDE WAINSCOT OUTSIDE THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. i t _ MFG. INSTRUCTIONS CORNER TRIM CAP CORNER l I 0 GUARD GUARD WALL BASE AS THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 11/4 TO 11/2 INCHES, OR THE SHAPE IS TO PROVIDE AN EQUIVALENT z SCHEDULED INSTALLED GRIPPING SURFACE, IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR IS TO BE 11/2 OVER NELPLAS PANEL INCHES. f t. WALL BASE AS SCHEDULED a INSTALLED OVER NELPLAS PANEL v GRAB BARS SHALL NOT ROTATE AND SHALL WITHSTAND 250 LBS/FT BENDING, SHEAR, AND TENSION. 0 FINISHED FLOOR GRAB BARS AND ANY SURFACE ADJACENT TO THEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM NELPLAS .04" THK r OR 1/8 INCH. ACRYLIC PANEL `r NELPLAS .04" THK PANEL NELPLAS .0411 THK EXTEND WALLCOVERING 6" BEYOND NELPLAS ADA 4.IS ACCESSORIES: WHERE SANITARY NAPKIN, WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED. AT ACRYLIC PANEL PANEL - TO 3'-6" AFF. LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR ACCESS. TOILET ROOMS SHALL HAVE TOILET PAPER DISPENSERS MTD. AS SHOWN. HT. SHALL BE 1'-9" A.F.F. DISPENSERS SHALL NOT PROJECT BEYOND THE FRONT OF THE WATER CLOSET. DISPENSERS THAT CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS FLOW SHALL NOT BE 9D CORNER GUARD 9D CORNER GUARD NOT TO SCALE 9C TRIM CAP NOT TO SCALE 913 SECTION = �� SCALE: 1 /2 1 -0 9A ELEVATION SCALE �� USED. Prohibition On Re—use and Copyright Notice; The information these drawings ADA 430 SIGNS: TOILET ROOM p00R$ SHALL BE CLEARLY LABELLED BY A UNISEX SYMBOL, SECURELY FASTENED. and specifications contained within was prepared for use with the scope of work at the specific location indicated. Use of this information for other project.: at other locations or differing scopes work unless expressly authorized in writing by the signing architect and engineer neer of record authoring these documents is strictly prohibited by the law. 9 NELPLAS KYD EX PANEL DETAILS SCALE: AS NOTED These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use 1140 1/8" for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these EXISTING documents is strictly prohibited by the law. 1'-6" 5'-3 1/8" RELOCATED UTILITY These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright EXISTING SINK EX1.5TING FProtection Act of 1990. SHELVE AND 1'-6° REVISIONS SURFACE MTD. STANDARDS NEW SHELF ABOVE NO. DESCRIPTION DATE z NEW PAPER TOWEL NOTE: 24" SEE CONSTRUCTION PLAN FOR a NEW VERTICAL DISPENSER ` � RESTROOMS ARE EXISTING WALL TYPE GRAB BAR \ �� EXISTING ADA GRAB J O TO REMAIN. TOILET ROOM LL �� BARS _ — — — — — ACCESSORIES SCHEDULE FITTING ROOM BENCH LU I—-- ° EXISTING 42" RELOCATED ~" — AND GENERAL NOTES ARE PROVIDED BY VENDOR z d W 39" - 41" GRAB BAR MIRROR ���\ EXISTING TOILET / n, PROVIDED FOR REFERENCE EXISTING 36"-- k/ �� / \ \ DOOR TO `� ONLY, SHOULD ANY IMPROVEMENTS BE IMPROVEMENTS — — Ix4 WOOD NAILER PAINTED PT-02 (WIDTH OF BENCH) _ 3'-6" 12" GRAB BAR RELOCATED `� \ REMAIN _ / \ REQUIRED. COORDINATE ANY SCREWED TO EACH STUD — 6" 3'-0" LAVATORY `� `�\ RELOCATED LAVATORY IN / WORK REQUIRED WITH THE 1 SUPPLIED, INSTALLED, AND 36" MAX. ORDER TO COMPLY x 5'-0" CLEAR DIAMETER I w TENANTS CONSTRUCTION PAINTED BY G.G. ---- EX15TING t.P. WITH ACCESSIBILITY MANAGER. ;pD C411 w DISPENSER 1 � \ _ G.G. TO SCREW BENCH 1 1/2" SQ. i i / \ TABS TO WOOD BASE (TYPICAL p- x -4 EX15TING X. a DATE: 12-13-12 OF 2 AT THE TOP AND 2 AT THE _ 0 _ r aX WATER CL05ET cn Z - - ; / SCALE: AS NOTED BOTTOM) M m i i� — — 11 IN W5-02 WOOD BASE —� EXISTING WALL N J N n ; NEW HI-LO DRINKING BABE REFER TO : FOUNTAIN - REFER TO ACCESSIBLE GROSS AREA: 5,503 SQ. FT. FIN15H PLAN MEP'S RESTROOM SIGNAGE KNEE SPACE DASHED 6„ THE ADA REMIRES 4'-5 5/8" BY G.C. (SEE 10/4.3) SALES AREA: 31584 SQ. FT. AREA INSULATED Il" PIPE WRAP IfMEASWRE SPOUT HEIGHTS TO 34"4ND M„ SEE 10/A13 FOR ACCESSIBILITY PROJECT #: FL-086 ABOVE FINISH FLOOR SIGN DETAILS DRAWN BY: STAFF 8 BENCH ATTACHMENT SCALE: 1/2"=1'-0" 7 TOILET ROOM ELEVATIONS SCALE: 1/2"=1'-0" 6 TOILET ROOM PLAN (TYP. OF 2) SCALE: 1/2"=1'-0" G.G. TO PROVIDE GG TO PREP WALL AS REQUIRED TO RECEIVE 'VENDOR' DIGITAL CLEAR SILICONE GRAPHIC WALLCOVERING*- LEVEL 5 WALL FINISH, PRIME WITH SEALANT ALL MANUFACTURE'S RECOMMENDED PRODUCTS TINTED TO MATCH F-0" - 'MANIFESTO' GRAPHIC SIDES. WALLCOVERING. WALLCOVERING PROVIDED AND INSTALLED BY . ELEV. OTHERS. SEE GRAPHIC DESIGN INTENT DOCUMENTATION FOR DETAILS. STYLMARK FITTING n ROOM MIRROR KIT FIN. CLG. Jh FIN. CLG. 81-111 SPORTS - MODEL "620083 FAINT WALL PT-1 0 PLOCAL„ GRAPHIC I I PRIOR TO INSTALLING ---- G.G. TO PROVIDE i i GRAPHIC N HEX NUT d FLAT M2 SELF-TAPPING HEAD i i FITTING ROOM - 8 WASHER MTG. PLATE METUAAL R 00 i i DRAPERY w/ 1 1/4” Q A1.3 DRAPERY ROD 12 G. X 3" X 3" STL. ANCHOR PLATE 1/4" MIRROR GLASS SUPPLIED w/ 4'-011 i i FITTING ROOM BEi;CH I f MIRROR BY G.G. U PROJECT TITLE 1 1/2" 11/2 MIRROR KIT 1k I f ATTACHED TO WALL _� I f If FITTING ROOM BENCH — — 1 1/2" DIA. GRAB BAR G.G. TO PROVIDE To BE 24"x48" FIXED — —SEMINOLE TOWNE CENTER METAL BLOCKING TO THE WALL AND CAN 61 i w \ ELEVATION 2 ELEVATION 1 HOLD A MINIMUM 250/ 0'� 4 `\ � � 00 TOWN E CENTER CIRCLE GC TO PREP WALL AS REQUIRED TO RECEIVE DIGITAL GRAPHIC LB/FOOT. F.O.I.C. � 3 1 \ SAN FORD, FL 32771 4 SECTION @MIRROR SCALE: 6"=1'-0" WALLCOVERING± LEVEL 5 WALL FINISH, PRIME WITH MANUFACTURE'S _, 2 RECOMMENDED PRODUCTS TINTED TO MATCH WALLCOVERING. / SPACE K04 COVER PLATE WALLCOVERING PROVIDED AND INSTALLED BY OTHERS. SEE s 0 MOUNTING PLATE 11/2" DIA. ALUM. HANDRAIL W/ GRAPHIC SIGN INTENT DOCUMENTATION FOR DETAILS. A13 ;� 5'-0" CLEAR 3 5/8" 20 GA. MTL. ENDS RETURNED TO WALL. CEILING MOUNTING PROVIDE 20 GA. METAL BLOCKING FIN. CLG. PREP WALL AS REQ'D. FOR LEVEL 4 5 0 8 STUD CONT. ATTACHED ALL CORNERS TO BE GROUND PLATE — AT RAIL MOUNTING PLATER --------- FIN. CLG. CEILING MOUNTED STORE NO. TO REST SMOOTH 5 WALL FINISH FOR l _ _ _ _ _ _ _ 'VENDOR' GRAPHIC GARMENT BAR G.C. TO PROVIDE — — — — — — — BRACKET g 4'-0" O.G. MAX. Ta CEILING MTD. 5 -0„ BLOCKINGI \ 3 5/8" 20 GA. MTL. WALL BRACKET _ 11M FITTING FITTING ROOM DRAPERY GARMENT BAR GRAPHIC w/ 1 1/4" DRAPERY ROD PER I _ DETAIL 3/AI3 SHEET TITLE STUD m 16" O.G. = ` _ f 5/8" GYP. BD. MOBILE FLOATING MOUNTING RAILLL GARMENT BAR CO / PAINT WALL PT-01 INSTALLING = 28"x12" STYLMARK I I CONSTRUCTION CARRIAGE i-M, PRIOR TO a — — — — r GRAPHIC MIRROR KIT °D a »620083 FITTING ROOM Al2 DETAILS NOTE: FITTING ROOM GARMENT BAR ASSEMBLY PROVIDED 2'-0„ FITTING ROOM BENCH _ AI3 ATTACHED TO WALL 0 DRAPERY w/ 1 1/4" DRAPERY ROD BY OWNER INSTALL BY G.G. BLOCKING PROVIDED BY G.G. �-� v- �-� MTD. s 8'-0" AFF PAINT WALL PT-02 14 ELEVATION 4 ELEVATION 3 SHEET NO. Al ■ 3 5 OILET ROOM GRAB BAR DETAILS SCALE: 1 1/2"=1'-0" 3 GARMENT BAR SCALE: 1 1/2"=1'-0" 2 FITTING ROOM ELEVATIONS SCALE: 1/4"-1'-0" 1 FITTING ROOM PLAN SCALE: 1/2"=1'-0" CH TYRONE PROTOTYPE STOREFRONT / SIGNAGE NOTES: I. SIGNAGE MANUFACTURER TO SUPPLY AND INSTALL INTERNALLY ACCESS PANEL ILLUMINATED CABINET SIGN W/ PUSH THRU LETTER REFER TO SIGN FoOT LoCKER,INC. I PT -(al GL -2 + 9 -fD„ AFP. V VENDOR SHOP DRAWINGS FOR DETAILS. I I I I I I 2. SIGNAGE MANUFACTURER TO SUPPLY REVERSE IMAGE VINYL GRAPHI . EQ: 4'-0” 4'- - EQ. I TO !NSIDE OF STOREFRONT GLAZING - INSTALL WHERE INDICATED ON op . 1 PLANS - SEE SIGN MFG DRAWINGS FOR DETAILS. W 3. SUPPLY AND INSTALL BREAK METAL WHERE INDICATED ON PLANS. STORE PLANNING DEPT I GL -I + 13'-m" AFF. ALL BREAK METAL TO BE 16 GA. MIN. FINISH TO BE (MT -03). 1d0 ................ -EXPOSED FASTENERS ARE ALLOWED, SEAL BOTTOM EDGES W/ 112 WEST 34TH STREET . ... . .' . :� . � . .' .. .. . 70 .. I I CLEAR SILICONE. TOP EDGES TO BE INSTALLED W/ TIuHT EDGE TO CEILING. NO CUT EDGES. NEVA/ YORK, NY 10120 -6— — — ——"-__.._ "_"— — — _ — __.— — — '-' ' i . — r -T - -=%• ". '. " . -- SUBMIT SHOP DRAWINGS AND METAS L SAMPLES TO TENANT PROJECT . . - I. <3 ... . . ' : � ".. y MANAGER FOR APPROVAL PRIOR TO FABRICATION. I I I ... .*. .....70 .. . - . .. . W .. . . ..*. I BANNER TRACK (SEE PT -01 CL -2 + it-�" AFF. •.) N '. ' . LINE OF"RO�LINCx GRILLE ALL BREAK METAL HORIZONTALS AND VERTICALS ARE TO BE PROJECT COORDINATOR: DETAIL II/A2.1) f��% �.. .. I SEAMLESS TO 12'. IF 12 GOODS ARE NOT AVAILABLE, GG IS TO N % . ��' — — — — I LOCKER CONSTRUCTION PROJECT MANAGER PRIOR T CONTACT FOOT LO OJ PROJECT START. COWAN + ASSOCIATES _ • - . . . . „� . ::d ::::::::.....:':.: - -1 - . .'. '' . :. . .. . . . , .. .. • . . . .. .. .. .. . 4 . ' / :.:.:0 ::.:.:::.:.: ::.: �••��yS 4 T 4. SUPPLY AN INSTALL 3/4 X 3/ MIN. 16 GA. METAL REVEAL 5 PPL D LL E LRE E L STAINLESS ST FINISH WH INDICATED ON ANS WITH NO VISIB A NLE55 EEL ERE D ED PL L 4 E. WILSON BRIDGE RD. 38 ITE 1 SUITE OO C14I m . ' . :. /Z1...: .. . . J _ . �. . • / /� /ZJ /r — — 41 :: :: ..'.— '.•.'.'"•. FASTENERS (SET IN MASTIC) WORTHINGTON, CAH 43085 _ :' N.. N . . _ . K) K). ` . . .: N. ... . ' 4 . . . N ti ` . . N ,�� � . �: ` __ 5 T M. INC.NG 614) 4 PHONE: ( 36 0100 .21-.m" . _ _ u - .41 -On - - 4 a 4 -0 " ' 4 -0 .. '. . 4 -0 IL.OR .. 1 'u _ 4 ,0 .. ' �' ii' . / MT -03 GL -2 s 9-0 AFF. BRUSHED ALUMINUM FINISHZFOR USE,WITH1 GLAZN Gs1'-0" OR HIGHER A5 REQUIRED PER LOCAL CODES. CONTACT: BRUCE MOODY .�9 I- . .. . " • .. rr \\ i//r/ LINE OF SIGNAGE (ABOVE) (SEE DETAIL 6. OMITTED i% LINE OF HAT DISPLAY _ :. . .: . �J 7J �J �J /�J: ZJ j�J . /- • \i� . I/A22 FOR DETAILS) �. SUPPLY AND INSTALL TOP AND BOTTOM OR APPROVED EQUAL ARCHITECT: 0 . . . _ . • • ". . ^ \ ' .. .. r TRACK LIGHTING GLAZING FRAMING SYSTEM INCLUDING BASE AND HEADER INSTALL in �- - . .. : . " .. . . ". .' • . fir. . /� AND TRACK HEADS PER MFG. INSTRUCTIONS. FINISH TO MATCH CMT -03) MODEL NUMBERS T TO BE DETERMINED. HED. WILLIAM PHILIP WHITE '-0" - 0 . . . . .. . . • - . . • • \' 'r// ' '.. — — — — — — — — 38 E WILSON BRIDGE RD 4 . _ :.. .. .. : :. ... .. .. .. .. . . . . ' .� "'' . - .. SUPPLY AND INSTALL NON-COMBUSTIBLE BLOCKING AS REQUIRED. SUITE 100 EQ."" ..: - - '' � • _ .'"�" • � � ` �: � .. . .. :' �: t`a Q r 8. REFER TO FINISH SCHEDULE SHEET A30 FOR COMPLETE STOREFRONT WORTHINGTON, OH 43085 2 *.'. - - ..* .7 . ..'. � . � . ... . ...Y, .. — :' '.* — — . . 7 7 ... — — * . . .. — r FINISHES. PHONE: (614) 436-0100 . \�' . .W 1 1 / CONTACT: BRUCE MOODY I . — EASE LINE PT -01 CL -2 + IF m" AFF. MT -m3 cL-z + S' -m" AFF. ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. STOREFRONT CEILING PLAN „- „ SCALE: 3/8 — 1 -0 SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 11'-0" :::Vim':@ :: : ::::::::: : :::::::::: : 11'-0" = : = :EQ:: ::::::: : : ::: : : : : : _ :::: CONTACT: JIM KNOCHEL .. . NEW FURRED OUT PARTITION _ - - . #F:. FF 01 F m2 ::::::::::::::::::::::::: - FF I I _FF 02 := m �a I :r r:j -�� -- -- --- — — --- — :' :....:.:::::::::.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: A .1 I 2 SEAL �:::...._:...•:..•.•.•. .................... ................................... � ............. ............................. ........................................... I ............ . : _' _' .' _' ::: i::/- * _:_: :_:,:::_: :I':::::....... _. :::::::�:-:�:�:�:�:�:... _. _.........." :�:�:�:.:.:.:.:.:.:.:.:.:::::: . 8...." L F :::FX -11 {liA FI U :_ .L .. 1. I THINSET MORTAR o —THIN. CK ON S O BR E R R VER ::/::-:. :1 •: I u t 5/8 CEMENT ON 6 X 20GA METAL BD E L I .:.:.:.:.:.: is .. :0 _: -. �''.�. 1 STUDS 6 O.C. D I U1F-(d2 O :...:.:.:...:.:...........:.:.. :.:.:.:.: :.: : : :.: : ..... ..: : ..... :.:...:.:.:. :. :•- : .•:::*:_:_:,.:_:,:_:_:,.:_:_::::: ::::::.........:.) :: .:.:.::::::.:::............ I :::::::::::: - 1 M I A T ISN W O —EXISTING DE G LL __ :i: :':': I :,=: : :.:�.:.:-. . i I • MAIN. LINE OF SOFF �::. _.It ,. . . . . .I [Q. - N I A B VE �. L SOFF O VE � � � QF. . -' AS LINE LEASE I ..����titir� - — — - — :/: : : ' — I —. —. ��_ .----.—.----. -- — — J— - — — — — — — — — — — — — — — — — — - Q I I I %•: N N S LEASE LINE LINE OF :::::::::::: I ::: i:.:.:.:.: :. ' I _ N iv J < I �Q I I GC 70 PREP WALL AS REQUIRED TO PLATFORM / : ' : ' : ' : ' : ' : ' " : . : . : . : . : " / F w -I vEXISTING NEUTRAL PIER TO BE PROTECTED DURING RECEIVE DIGITAL VENDOR GRAPHIC - .....•. .•......' . � . " . . " / � �----------- ---------� _ — — _ CONSTRUCTION WALLGOVERINGt LEVEL 5 WALL FIN15H, PRIME WITH MANUFACTURE'S - EXISTING EEL /r / / / / / / (MT -03) BRAKE i 1 METAL CLADDING ON i BLACK 3/4" METAL CHANNEL REVEAL BRAKE METAL CLADDING ON 5/8" GWB ON 6" METAL STUDS Prohibition ti Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. use of this information for other project; at other locations or differing scopes work I RECOMMENDED PRODUCTS TINTED TO I MATCH WALLCOVERING. WALLCOVERING I STRUCTURAL COLUMN TO REMAIN I / / / / 5/8 GWB ON % II A2.1 -= i!= LEASE LINE E�� unless authorinauthorized in writing st ttly Pohibi arcby th and engineer of gi record authoringthese documents is strict) prohibited b the law. I � / rMETAL STUDS � PROVIDED AND INSTALLED BY OTHERS. I I s,, / / // / ii LINE OF SIGNAGE (ABOVE) 8 These drawings and specifications, and the information contained within, are SEE GRAPHIC DESIGN INTENT DOCUMENTATION FOR DETAILS. I I g d' LLOI 1 �-• (WF -03) THIN BRICK FOUR SIDES _ g / /op / / 1 (`01 / / \\ 1'-4" 12'-0" u 3/4 _JJ (SEE DETAIL I/A22 FOR � n DETAILS) LV 0 LL and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. EXISTING DEMISING WALL TO REMAIN I I EXISTING NEUTRAL PIER TO BE 1 A21 I � J ii Aj2 // / \61\ / — 7_—LEASE LINE r 9 � tp These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. PROTECTED DURING CONSTRUCTION / r/ 6'-0" HAt / / X w \ \ /r GABLE / r i / DISPLAY // REVISIONS \ \ / / SYSTEM = �9�--_--- ----- _ ----------_—----_---------_------_----------_------_--------- /— LINE- NO. DESCRIPTION DATE --7'% --LEASE ---------------------------------- --- BLACK 3/4" METAL CHANNEL REVEAL BRAKE METAL CLADDING ON 5/8" GWB 2 LEASE LINE I EXISTING MALL SOFFIT ABOVE ON 6" METAL STUDS O MT -03 '42.1 A2.0 I' -i I/4"7 31'-0 3/4" 1'-2" /4" (l) EQUAL PANES OF 1/2" GALSS W/ 1/8" MAX GAPS 53'-10 1/8" 54'-11 1/2" LEASE LINE TO LEASE LINE STOREFRONT PLAN SCALE: 3/8" = V -o" DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 Z6 Z6 z 6 MALL BULKHEAD ABOVE (DO NOT DISTURB) DRAWN BY: STAFF �> �LU �> =3 &� �U, I-- J LU N J I— J LU W U.l BLACK 3/4" METAL CHANNEL REVEAL I I 13'-0" AFF. BTM. OF MALL BULKHEAD d WF -01 FAUX BRICK PANELS W WHITE METAL CLAD TENANT SIGN BAND . TENANT SOFFIT 10'-1 1/4" AFF. I D e MT -(d3 TOP OF BRAKE MTL. BAND I �' SURFACE MOUNTED INTERNALLY S P 0 R T S MT -03 SPORTS I ILLUMINATED SINGLE FACED STOREFRONT 9'-0" A.F.F.I I SEAM SEAM SEAM SEAM u SEAM SIGN. SEE SIGN MFG. DRAWINGS FOR DETAILS TOP OF GLASS I I REFER TO DETAIL 1/ A22 BTj`f OF ENTRY SOFFIT I SEAM MT -03 WHITE METAL GLAD I � TENANT SOFFIT EXISTING NEUTRAL PIER TO I11 I Z I LEASE LINE PROJECT TITLE BE PROTECTED DURING I 1 BLACK 3/4" METAL CONSTRUCTION LEASE LINE i MT -03 9\ MT -03 I CHANNEL REVEAL I WHITE METALZ WHITE METAL � I SEMINOLE TOWNE CENTER REVERSE IMAGE VINYL I I CLAD STOREFRONT v' w GRILLE 'ENING STOREFRONT BE PROTECTED DURING TO 00 TOWN E CENTER CIRCLE GRAPHIC (REFER TO DETAIL 4/A22) 1 G -1 -1 Cx _i G -1 -1 -I Cs -1 G -I G -1 TENANT PIER =! TENANT PIER \ CONSTRUCTION SANFORD, FL 32771 WHITE METAL CLAD MT -03 TENANT PIER I � I � � � � � � � � lin"/ \ r � I SPACE K04 MT -04 WHITE METAL GLAD TENANT GLAZING BASE I I 11 CENTERLINE IN � OPENING 14508GRILLE STORE NO. ]�MIIIIIIIIIIIIIIII III III 11111 11111111 III 11 III III 11 IIIRI 111MIIIIIIIIIIIII 11111 III IqTI III F7111IIIIIIIIIIIIIIIIIIIIIAND 1 SIGNAGE ELEV MT -04 31'-0 3/4" ELEVATION ON ANGLE MT -m4 MT -04 SHEET TITLE ANGL (l) EQUAL PANES OF 1/2" GLASS W/ 1/8" MAX GAPS STOREFRONT 54' -II 1/2" L 9 LEASE LINE TO LEASE LINE PLANS & ELEVATION SHEET NO. A2m0_ 1 STOREFRONT ELEVATION SCALE: 3/8" = V -o" CH TYRONE PROTOTYPE LINE OF SOFFIT ABOVE SEE CONSTRUCTION PLAN FOR WALL TYPE HARDWOOD STAIR NOSING AND SOFFIT ABOVE HARDWOOD STAIR NOSING AND SOFFIT ABOVE 6 "x20GA. METAL STUD FRAMING g 16" J.C. LINE OF SOFFIT ABOVE LINE OF SOFFIT ABOVE 1'-4" MT -03 BREAK METAL CLADDING OVER 5/6" FRP PLYWOOD 6" x 20GA. METAL STUD - FRAMING s 1(o" 0 O.C. SEE CONSTRUCTION PLAN FOR WALL TYPE LINE OF SOFFIT ABOVE FX -11 FIXTURE IN -WALL BLOCKING AS REQUIRED BY G.G. FOR (FX -11) FIXTURE EXISTING DEMISE WALL LEASELINE 6)1 NOT USED 5/8" G.W.B, SOFFIT PAIN Pt -01 FRT WOOD BLOCKING REQUIRED 1/2" CLEAR TEMPERED 5 )1 GLAZING HEAD MT -03 OVER 5/8" FRP PLYWOOD 3 5/8" x 18 GA. METAL FRAMING 2x FRT WOOD BLOCKING FRT WOOD BLOCKING AS REQUIRED WRAP METAL PANEL OVER BLOCKING AND RETURN I" x 2" METAL GLAZING CHANNEL WITH CLEAR SILICONE GLAZING COMPOUND LEASE LINE SCALE: 6"=1'-0" EX15TINGEF 6 x20GA. METAL THIN BRICK VENEER DEMISING WALL STUD FRAMING 9 OVER 5/8" GEMENT TO REMAIN 16" O.G. ROLLING GRILLE BOARD. SUPPORT P05T OPP/SIM. ROLLING GRILLE 1 Of 11/4" 01 AND GUIDE A22 (NO BRICK) SUPPORT POST A2 240 LEASE LINE — - AND GUIDE - FF -03 _ 61 G.G. TO EXTEND G.W.B. < FINISH ON 3/4" FRP ►n 6 INTO GRILLE OPENING t PLYWOOD SUB FLOOR ri % 1 FINISH FLAT BLACK 1/2" CLEAR TEMPERED MT -03 1 1 l GLASS BREAK METAL CENTERLINE OF I" x 1" METAL GLAZING CLADDING OVER STOREFRONT GRILLE CHANNEL WITH CLEAR 5/8" FRP SILICONE GLAZING PLYWOOD I COMPOUND MT -03 WRAP METAL CLADDING BREAK METAL TUCK SEAM BEHIND GLASS WF -02 - OVER BLOCKING AND CLADDING OVER -SEE DETAIL l/A2.1 6" x 20GA. METAL = THIN BRICK VENEER RETURN 5/8" FRP STUD FRAMING m 16'N OVER 5/8" CEMENT PLYWOOD 1/8" GAP O.C. BOARD. LEASE LINE FRT WOOD LINE OF SOFFIT FRT WOOD BLOCKING AS BLOCKING ABOVE TUCK BREAK METAL REQUIRED 1/2" CLEAR BETWEEN BRICK AND BREAK METAL CLADDING TO TEMPERED GLA55 PLYWOOD EXTEND 6" INTO GRILLE METAL 1/8" GAP i TENANT SOFFIT OPENING Mt -03 I FLOOR JOISTS AT16'" O.C. LINE OF SOFFIT ABOVE 3 3 W/ DOUBLE JOIST BAND ,. ABOVE _ PERIMETER �" 2 - 4" X 18" GA. METAL JOISTS 1/2" CLEAR BREAK METAL I_ 6 Mt -04 EXISTING NEUTRAL PIER STOREFRONT SIGN EXISTING NEUTRAL W/ 3 5/8 X 20 GA. TRACKS TO BE PROTECTED TEMPERED GLASS CLADDING OVER I ABOVE PIER AT TOP AND BOTTOM DURING CONSTRUCTION `� MT -04 MT -04 5/8" FRP PLYWOODSEE STAINLESS STEEL Mt -03 J TENANT SOFFIT REVEAL CK METAL FLOORIING CALLOUT5 BLACK 3/4" METAL STAINLESS STEEL CHANNEL REVEAL BRAKE -METAL BASE BRAKE -METAL ABOVE BREAK METAL LEASE LINE OVER 5/8" F.R.T PLYWD. BASE OVER 5/8" STOREFRONT SIGN LEASELINE CLADDING OVER 5/8" F.RT PLYWD. FRP PLYWOOD 6" 8 3/8" STOREFRONT GLAZING STOREFRONT GLAZING 1'-4" STOREFRONT GRILLE OPENING STOREFRONT GRILLE OPENING 6 5/8" L 6 5/8" 3/4 ° 3/4" J MT - 03 9 NEUTRAL PIER SCALE: 11/2"=1'-0" 8 STOREFRONT ENTRY DETAIL SCALE: 1 1/2"=1'-0" 7 STOREFRONT ENTRY DETAIL SCALE: 11/2"=1'-0" 4 DETAIL AT ROLLING GRILLE SCALE: 3"=1'-0" 3 GLAZING BASE DETAIL SCALE: 6"=1'-0" I I I I + I I SECURE FRAMING TO UNDERSIDE SECURE FRAMING TO UNDERSIDE OF STRUCTURE ABOVE PER OF STRUCTURE ABOVE PER I I DETAILS ON SHEET AM I DETAILS ON SHEET AI.I I I + + + I I + + + + + + + + + + + + + 3-5/8" DIAGONAL BRACING I I AT 48" O.C. I 13 5/8" x 20 GA. FRAMING ® 16" O.G. 3 5/8" x 20 GA. FRAMING tv 16" O.G. i I TYPICAL - DO NOT SUPPORT FR TYPICAL - DO NOT SUPPORT FROM 5/8" GYP. BD. TYPE 'X' W/ i I 5/8" GYP. BD. TYPE 'X' W/ 3 5/8" 20 GA. METAL STUDS I I MALL BULKHEAD -BRACE A5 3 5/8" 20 GA. METAL STUDS MALL BULKHEAD -BRACE AS TO 6" ABOVE CEILING. I I REQ'D. TO 6" ABOVE CEILING. REQ D. PAINT I I EXISTING MALL BULKHEAD PAINT EXISTING MALL BULKHEAD PT -01 + I I PT -01 13'-0" AFF. I j 13'-0" AFF, 13'-0" AFF. + 13'-0" AFF. LAY -IN CEILING + + + BTM. OF MALL BULKHEAD LAY -IN CEILING + + + BTM. OF MALL BULKHEAD + + + + RECESSED LIGHTING I I 3/4" BLACK METAL CHANNEL 7 3/4" BLACK METAL CHANNEL 3-5/8" DIAGONAL BRACING I REVEAL I REVEAL I I AT 48" O.G. + I OIL 11'4" AFF. + + I + + FAUX BRICK PANEL OVER 5/8" F.R.T.PLYWOOD I BREAK MTL. CLADDING OVER 5/8" GWB CEILING I I _ O1 I FRT PLYWOOD M - 03 I I I I I 10'-1 1/4" AFF. !�—STOREFRONT SIGN - SEE 5/8" GYP. BD. SOFFIT -PAINT I I SELF-SUPPORTING OVERHEAD + + TOP OF BREAK METAL BAND ROLLING GRILLE HOUSING I SIGN MFG DRAWINGS FOR PT -01 1 I I BREAK MTL. CLADDING OVER 5/8" MANUAL OPERATION DETAILS 10-0 AFF. - GWB CEILING/ SOFFIT — v FRT PLYWOOD MT -03 / 17 RECESSED LIGHTING J 5/8" GYP. BD. TYPE 'X' W/ 3 5/8" — — — 2x FRT WOOD BLOCKING / NAILER + +I 20 GA. METAL STUDS TO DECK 5 I 9'-0" AFF. + + + V-0" AFF. h PAINT — A22 G.W.B. SOFFIT G.W.B. SOFFIT PT -01 6" x 20GA METAL FRAMING AT BREAK MTL. CLADDING OVER 5/8" 5/8" GYP. BD. SOFFIT - PAINT BREAK MTL. CLAD INC OVER 5/8" 16" O.C.5 FRT PLYWOOD M3,FRT PLYWOOD Mt -03 A2.1 I t - 03 PT - 0I A2.i BANNER TRACK SYSTEM 5/811GYP. BD. SOFFIT - PAINT WRAP CLADDING OVER BLOCKING = I r-4 I I AND RETURN PT -,al RECESSED LIGHTING REFER TO GLAZING CHANNEL A4.0 FOR LOCATIONS TRACK LIGHT MOUNTED TO BACK 1 OF SOFFIT I THIN BRICK ON THINSET MORTAR F.R.T. WOOD BLOCKING AS - 02 REQUIRED TO BE INSTALLED BY I G.C. ABOVE GLAZING HEAD --- TYPICAL TENANT 5ALE5 I MALL TEN,4NT 5,4LE5 M,4LL ,4fiRE,4 I ARE,4 LEASE LINE WHITE METAL CLAD TENANT PIER MT -03 EXISTING STRUCTURAL COLUMN I FINISH --03 I NEW 1/2" CLEAR TEMPERED GLASS TENANT'S FRAMING AND FINISH MUST BE FF-03INDEPENDENT OF THE LANDLORD'S 3 ST x T GAUGE METAL FLOOR FLOORING ON 1/4" UNDERLAYMEN I' 1 GLAZING CHANNEL � I BULKHEAD AND FINISHt IT MUST BE JOISTS At 16" O.G. W/ DOUBLE ON 3/4" 0ZT PLYWOOD ATTACHED TO THE STRUCTURE ABOVE JOIST BAND PERIMETER I AND BE BRACED INDEFENDENT OF THE WRAP BASE OVER BLOCKING MALL BULKHEAD AND FINISH. HARDWOOD STAIR NOSING F.R.T. BLOCKING AT 16" O.G., tYP. AND RETURN PAINTED (SEMI -GLOSS) 3 PT - O1 A2.1 BREAK -METAL BASE 3/4" BIRCH FACE PLYWOOD MT - 04 PAINTED PT -01 (SEMI -GLOSS) 0'-0" AFF. 0'-0" AFF. MALL TILE PROVIDED AND MALL TILE PROVIDED TENANT FINISH INSTALLED BY G.C. BETWEEN TENANT FINISH AND INSTALLED BY G.G. EXISTING MALL TILE LEASE LINE AND CLOSURE LINE BETWEEN LEASE E AND CLOSURELINE 2 SECTION AT GLAZING SCALE: 3/4" = V-0" 1 SECTION AT ENTRANCE SCALE: 3/4" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyrighr protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS � NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 35584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF • SPORTS/ PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE STOREFRONT DETAILS SHEET NO. A2. 1 CH TYRONE PROTOTYPE FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 8 NOT USED PHONE: (614) 436-0100 CONTACT: BRUCE MOODY STEEL POST (PER THIN BRICK VENEER OVER MANUFACTURERS SHOP ARCHITECT: FRT PLYUJOOD SUBSTRATE - BRAKE METAL 5/8" CEMENT BD. DRAWINGS WELDED TO BASE PLACE AND ANGLE IRONS TO z" X z" X I/8" METAL ANGLE MALL STRUCTURE FOR AT GRILLE GUIDE OPENING LATERAL SUPPORT ONLY (SEE 3/A21) WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 MANUFACTURER'S TYPICAL PHONE: (614) 436-0100 END EDGES BACK ROLLING GRILLE GUIDE BASE PLATE - SIZE -VERIFY EXACT LOCATION IN DETERMINED CONTACT: BRUCE MOODY INTO VERTICAL FIELD BY TENANT GRILLE NOTCH IN PLYWOOD, CONTRACTOR ENGINEER: NO CUT SEAMS - CENTER ON GLAZING — PER JAMB CONDITIONS. � SELF-SUPPORTING JAMES A. KNOCHEL P.E. ROLLING GRILLE 438 E. WILSON BRIDGE RD. SUITE 100 REFER TO STOREFRONT WORTHINGTON, OH 43085 NOTES ON SHEET A2.0. FOR METAL FRAMING. ADDITIONAL INFORMATION. Lill PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL (6) BREAK METAL JOINT SCALE: 6"=1'-0" 7 PLAN DETAIL AT GRILLE SCALE: 3"=1'-0" CEILING DISPLAY TRACKS ARE PROVIDED BY DIVISION, INSTALLED BY G.C. PLACE TRACK IN POSITION AND MARK ALL MOUNTING HOLES (FOR PLASTER BOARD CEILINGS, USE TOGGLE BOLT ANCHORSt PLASTIC EXPANSION ANCHORS NOT RECCOMENDED FOR THIS INSTALLATION). 5TYLEMARK 5105-72 GLASS CLIP - TYP. GLAZING BASE AT MID-POINT DRILL PILOT HOLES WITH 3/8" MASONRY BIT FOR PLASTERBOARD/DRYWALL WHEN USING TOGGLE BOLTS PLACE BOLTS WITH WING NUTS ATTACHED THROUGH MOUNTING HOLESt TIGHTEN SECURE. '/" • . DIVISION TO SUPPLY AND INSTALL CABLE AND HOOKS FOR GRAPHICS. CEILING TRACK LENGTHS ARE TYPICALLY 4' d 8'L. G.G. TO GUT _ cv IN FIELD AS SQUIRED. GWB SOFFIT 1/2" TEMPERED SAFETY GLASS (TYP.) ATTACH ANCHOR TO METAL FRAMING (PERFERED) u TOGGLE BOLTS AT 24 D.C. MAX. (ALT.) Prohibition on Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. ALUMINUM RAIL 10" 10° TRACKS WITH SUPPLIED ANCHOR These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the low. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural works Copyright Protection Act of 1990. 4 GLAZING CLIP DTL. SCALE: 6"=1'-0" 5 BANNER TRACK DTL. SCALE: 1 1/2"-1'-0" REVISIONS NO. DESCRIPTION DATE 3" X 3" X 16 GA. ANGLE W/ (2) MO SCREWS 9 14 GA. STEEL EACH LEG PLATE 4" X 13" 14 GA. STEEL I/8" PLATE 4" X 13" ❑ 2"X3"X14 GA. 2" X 3" X 14 GA. ANGLE W/ W/ (2) "10 SCREWS (2) "10 SCREWS 6 EACH is EACH LEG (0 LEG TOP AND BTM TOP AND BTM.) ❑ (2) - 4" x 18 GA. METAL + + + + (2) - 4" x 18 GA. JOISTS BOTH SIDOF METAL JOIST GRILLE POST TS GRILLE COLUMN SUPPORT DATE: 12-13-12 TS GRILLE COLUMN SUPPORT (PER (PER MANUFACTURERS SHOP MANUFACTURERS DRAWINGS) SUPPORT BY GRILLE SHOP DRAWINGS) SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. INSTALLER 4 NOT USED 3 GRILLE DETAILS SCAL�1.l1S1./2"=,'-0° SALES AREA: 3,584 SQ. FT. SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT. INTERIOR SIGN NOTES PROJECT #: FL-086 SIGN CONTRACTOR SHALL OBTAIN A SIGN =ERM!T FROM THE LOCAL GOVERNING AUTHORITY DRAWN BY: STAFF PRIOR TO INSTALLATION, SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL TENANT COORDINATOR AT TIME OF CHECK-IN. TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL SINGLE FACED INTERNALLY ILLUMINATED WALL MOUNTED SIGN. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DESIGN AND SHOP DRAUJING5 FOR APPROVAL BY TENANT. SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT. P!5 LCtl A Mj' SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY S P 0 R T S PRIOR TO INSTALLATION, SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL �� TENANT COORDINATOR AT TIME OF CHECK- IN. DV M m N p1-0ll .J SPORTS OF S I GN PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 0 D m SPACE K04 STORE NO. 14508 S � O D T � j� 1 SHEET TITLE SIGN DETAILS & -SIGN BY SIGN CONTRACTOR. G.C. STOREFRONT TO COORDINATE INSTALLATION. DETAILS SHEET NO. 2m2- G"LAZING VINYL LOGO DETAIL Scale: 1" _ V-0" SURFACE MOUNTED STOREFRONT SIGN ELEVATION DETAIL N.T.S. CH TYRONE PROTOTYPE TYP. 3 '43.0 0 BEHIND MOP SINK UP TO 48" AFF. N TYP. 3 A3.0 FRP BEHIND DRINKING FOUNTAIN UP TO 48" AFF. 3 A3.0 TYR I I I 3 I I A3.0 i TYF CORRIDOR W PT -01 B WB -02 F FF -06 CT GWB CH V- 0" A.F.F. GF PT -01 LL:/ 4 A3.0 CONTINUE FF -02 TO STOCKSIDE OF OPENING OFFICE W PT -01 B WB -01 F FF -0(o CT GWB (EXISTING) CH 8'-0" CF PT - 01 TOILET RM (TYP OF 2) W PT -01 ABOVE 4'-0 B WB -01 F EXISTING CT GWB (EXISTING) CH 8'-0" CF PT -01 RP TO 4'-0" STOCKROOM W N/A B WB -01 F FF -06 CT 2X4 LAY -IN CH 12'-9" CF A.G.T. PT -01 FITTING ROOM W PT -01, PT -02 B WB -02 F FF -02 CT GWB CH 9'-0" AFF. CF IF -T-01 PT -01 CONTINUE FF -02 TO STOCKSIDE OF OPENING 4 A3.0 ?Yf'. ...................... ...... ................. . LEASE LINE . L �.... 2. .............. \ A3.Q?....................'..'.................... LEVEL 5 FINlSJ QS REQ'D. . P>C=(ai WF -•02. \ . . . . . .43,0 '.'.'. TO RECEIVE'GRAT:14C, . . . . ........................... .'WALL.bbQtRINCx... .t ............................................. .. .. . ... .. Q.�' '.'.'.'.'.......................'.'.................'.'.'.'.'.'.'.'. ..'.'. .'.'. CONCRETE TOPPING lFF-04) TAPERED DOWN '.'.'. ..............tu.�. ....'.'.'.'.'.'.'....... ... .'.'.'.'.'.'. . .'. . . .'. . I FROM MALL FLOORING TO .. ...... ... ..............e............................................................................ TENANT CONCRETE __............................................. ._.�........... .................... FLOORING. I. MAXE ............................................................................................................ L RING 12 XSLD .....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'...........'...'....... .'.'.'.'.'.'.'.'.'.'.'.'.'....'.'.'.'.'.'.'.'.'.'.'.....'.'.'.'.'.'.'.'.'.'.... .:.:..........'.'.:.;.:.:.:I MALL FLOORING FROM ... ... ... . .. . .. . . . ... .. . . . . . .. . .. ... . ... .. . .. . . . . . . . . .. . . . . . . . .. . .. . . . . .. . .. . .. . . .. ..'.'. . . ... .'.'.'.'.'.'.'. . . .. .. . . . .. .. b: -m': . .. . . LEASE LINE TO CENTER OF ',',... ..'.'.'.'.'.'.'.'.'.' ..'.'.'.'.'...'.'. I ROLLING GRILLE .................................. ............................................................................. ... .FP -02 (GOORDINATEWITHMALL A3.0 REP.) X-05 1 _ LEASE LINE TYP. e . . . . . . . A3.0 .'.'.'.. .'.'.'.'.. .'.. . .. . I .•••• I MALL FLOORING '.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ..'.".'.'.'.'.'.'. ........ .'.'.'.'.'.'.'.'. I FROM LEASE LINE TO STOREFRONT ............................................................................................................................ ...:.:.......'..................I............................................................................................................ I LEASE LINE '.'.'.'.'.'. ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.=m3 ...'.'.'.'.'.'.'.'.'.... ..'...'.'.' 0 ............ 051DES)..•,•.•,•. ..'.'.'.'.'.'. WF-03 .....................................................�' u. ........................................................................ (4 SIDES) .'. . . .. .. . .'.'.'.'.'.'.' I ......'.'.'.'.'.'.'.'.'.'.','.'........ .'.'.'.'.'.'.'.'.'...... .'..'.'.'.'.'.'.'.'...'.' I --I ::: .'.'.'.'.'.'.'.... [ ...'.'.'.'.'.'.'.'.'.'.'.'.'.'..'..'.'.'...'.......'.'.'.'.'.'.'.'.'.'. H ..................................I...........4. O............................................................... .'. .'..'.. ... .'.'.'.'. I 0 TYP. 3 v 2 6'-4 1/8" 2 - A4.0 A4.0 PLATFORM a 5 44.0 � I I X-05 :........ .... ................... I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AQS................................................. ..- ................................................................................ I .............. ........................................... �.- N ................................................Q .....'.'.'.'.' ........................................'... L ..'...,...,.'.'................ ..'.. ' ' ' ' P. ' .....................................•.........................Q.' ............................................................ I I.- .........'.'.'.'.'.'.'.'.... LEVEL 5 FINISH AS REQ'D ..................... I ............... . 2 V. ........ .. �.'.'. ..'.'.'.'.'. TO RECEIVE GRAPHIC .. ........ ........ .'.'.'.'.'.'.'.'............. .. .'.'. �4��' ....... .'................. . . ... ... . . .. ... . .. ... .... . . . .. . .. .... . .. ... .. . . . . . .. .. ... .. . .. . . . WALL COVERING ..... ..........................TYP. ................. ........ ..................................................................... PASSAGE W F"T-01, WF -04 B WB -02 F FF - 02 CT GWB CH 9'-0" AFF. CF PT -01 ?Yf'. ...................... ...... ................. . LEASE LINE . L �.... 2. .............. \ A3.Q?....................'..'.................... LEVEL 5 FINlSJ QS REQ'D. . P>C=(ai WF -•02. \ . . . . . .43,0 '.'.'. TO RECEIVE'GRAT:14C, . . . . ........................... .'WALL.bbQtRINCx... .t ............................................. .. .. . ... .. Q.�' '.'.'.'.'.......................'.'.................'.'.'.'.'.'.'.'. ..'.'. .'.'. CONCRETE TOPPING lFF-04) TAPERED DOWN '.'.'. ..............tu.�. ....'.'.'.'.'.'.'....... ... .'.'.'.'.'.'. . .'. . . .'. . I FROM MALL FLOORING TO .. ...... ... ..............e............................................................................ TENANT CONCRETE __............................................. ._.�........... .................... FLOORING. I. MAXE ............................................................................................................ L RING 12 XSLD .....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'...........'...'....... .'.'.'.'.'.'.'.'.'.'.'.'.'....'.'.'.'.'.'.'.'.'.'.'.....'.'.'.'.'.'.'.'.'.'.... .:.:..........'.'.:.;.:.:.:I MALL FLOORING FROM ... ... ... . .. . .. . . . ... .. . . . . . .. . .. ... . ... .. . .. . . . . . . . . .. . . . . . . . .. . .. . . . . .. . .. . .. . . .. ..'.'. . . ... .'.'.'.'.'.'.'. . . .. .. . . . .. .. b: -m': . .. . . LEASE LINE TO CENTER OF ',',... ..'.'.'.'.'.'.'.'.'.' ..'.'.'.'.'...'.'. I ROLLING GRILLE .................................. ............................................................................. ... .FP -02 (GOORDINATEWITHMALL A3.0 REP.) X-05 1 _ LEASE LINE TYP. e . . . . . . . A3.0 .'.'.'.. .'.'.'.'.. .'.. . .. . I .•••• I MALL FLOORING '.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ..'.".'.'.'.'.'.'. ........ .'.'.'.'.'.'.'.'. I FROM LEASE LINE TO STOREFRONT ............................................................................................................................ ...:.:.......'..................I............................................................................................................ I LEASE LINE '.'.'.'.'.'. ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.=m3 ...'.'.'.'.'.'.'.'.'.... ..'...'.'.' 0 ............ 051DES)..•,•.•,•. ..'.'.'.'.'.'. WF-03 .....................................................�' u. ........................................................................ (4 SIDES) .'. . . .. .. . .'.'.'.'.'.'.' I ......'.'.'.'.'.'.'.'.'.'.','.'........ .'.'.'.'.'.'.'.'.'...... .'..'.'.'.'.'.'.'.'...'.' I --I ::: .'.'.'.'.'.'.'.... [ ...'.'.'.'.'.'.'.'.'.'.'.'.'.'..'..'.'.'...'.......'.'.'.'.'.'.'.'.'.'. H ..................................I...........4. O............................................................... .'. .'..'.. ... .'.'.'.'. I 0 TYP. 3 v 2 6'-4 1/8" 2 - A4.0 A4.0 PLATFORM a 5 44.0 � I I X-05 :........ .... ................... I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AQS................................................. ..- ................................................................................ I .............. ........................................... �.- N ................................................Q .....'.'.'.'.' ........................................'... L ..'...,...,.'.'................ ..'.. ' ' ' ' P. ' .....................................•.........................Q.' ............................................................ I I.- .........'.'.'.'.'.'.'.'.... LEVEL 5 FINISH AS REQ'D ..................... I ............... . 2 V. ........ .. �.'.'. ..'.'.'.'.'. TO RECEIVE GRAPHIC .. ........ ........ .'.'.'.'.'.'.'.'............. .. .'.'. �4��' ....... .'................. . . ... ... . . .. ... . .. ... .... . . . .. . .. .... . .. ... .. . . . . . .. .. ... .. . .. . . . WALL COVERING ..... ..........................TYP. ................. ........ ..................................................................... SALES AREA W PT -01, PT -02, B WB -02 F FF -01, FF -02, FF -03 GT LAY -IN AND G.W.B. CH 10'-0" (GWB) d 13'4)" (ACT) CF PT -OI (GWB) 4 PT -02 (ACT) ALL LOCATIONS ON GRADE MUST HAVE MOISTURE TEST COMPLETED IN ADVANCE OF WORK ( TENANT VENDOR). FINISH PLAN PASSAGE W PT -01, WF -04 15 WB -02 F FF -02 CT GWB CH 9'-0" AFF. GF PT -01 SALES AREA W PT -01, PT -02, B WB -02 F FF -01, FF -02, FF -03 GT LAY -IN AND G.W.B. CH 10'-0" (GWB) d 13'4)" (ACT) CF PT -OI (GWB) 4 PT -02 (ACT) ALL LOCATIONS ON GRADE MUST HAVE MOISTURE TEST COMPLETED IN ADVANCE OF WORK ( TENANT VENDOR). FINISH PLAN SCALE: 1/4" = V-0" I NOTE: G.C. TO CREATE SMOOTH, FLUSH 5 BASEBOARD FINISH NOTES CHAMPS FINISH SCHEDULE SEE ELEVATIONS (SHEET A40) FOR SALES AREA FINISHES TRANSITION BETWEEN TENANT AND MALL GE I L I NG TYPE GH CE I L INCA HEIGHT CF I. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. CALLOUT I MANUF. DESCRIPTION I COMMENTS 1CONTACT INFORMATION IFURN15HED 5Y INSTALLED 5 SLATWALL tax -m1 OWNERS VENDOR PAINT (FF -04) NEW ARDEX TRANSITION — TENANT 2. ALL DOORS AND FRAMES TO BE PAINTED ARE TO MATCH COLOUR OF WALL TO WHITE LAMINATE FINISH (REINFORCED) SLATWALL SYSTEM SHERWIN COLOR SW1006, EXTRA WHITE, FINISH: EGGSHELL (WALLS), LOCATION: GYP. BD. WALLS, BRICK (WF -03), INTERIOR CONTACT: ROGER HALL TENANT G.C. TENANT G.G. BY TENANT FLOOR VENDOR ," GWB WALL (REFER TO ROOM UNLE55 OTHERWISE NOTEDi DOOR FROM PASSAGE TO NON -SALES PAINT MAX SLOPE OF P / 1'-0" ELEVATIONS FOR FINISHES) AS INDICATED ON DOOR SCHEDULE Pt -®I WILLIAMS SEMI -GLOSS (INT. STOREFRONT BASE AND NOSING), MATTE (GLG.) STOREFRONT BASE AND NOSING, CEILING SOFFITS P: 216-224-1509 0z SHERWIN COLOR CYBERSPACE, NUMBER: &0016, FINISH: MATTE (CEILING), LOCATION: SALES AREA CEILING, ROOF DECK, STRUCTURE 1W8-02) CONTACT: ROGER HALL TENANT G.G. TENANT G.C. DYED POLISHED CONCRETE 3. ALL FINISHES TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. WILLIAMS EGGSHELL (WALLS), SEMI -GLOSS (WALL BASE) 4 MEP BRICK WALL ,WF -02), WALL BASE P: 216-224-1509 WALL FINISH 5/8" GWB OVER I X 4 POPLAR WOOD 5/8" GWB OVER G.G. t0 GLUE VINYL METAL STUDS BASE (PAINT Pt -02) METAL STUDS BASE TO PTD. GWB. 4. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL BE SMOOTH AND TEXTURE NAME: WHITE BRICK HIGH DENSITY POLYMER, SIZE. 2' X 4' CONTACT: BRIAN KAMPE CONCRETE SLA B FLUSH. tuF-a1 PLUS INTERLOCKING PANELS, THICKNESS: 1/2 - 5/8", GROUT: WHITE LOCATION: ABOVE SLATWALL 4 EXT. STOR-FRONT P: 800-863-8468 TENANT TENANT G.G. MALL FLOORING. 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE-� GLEN -GERM COLOR: STRATFORD THIN BRICK - 1/2" MODULAR LOCATION: ENTRY WALL CONTACT: GABE CANTRELL P: 614-206-1443 TENANT G.C. TENANT G.C. FLOORING THE MEMBRANE SHOULD CONTINUE UP WALLS A MINIMUM OF 4" AND MUST BE ROLL-OUT TYPE (NOBLESEAL OR EQUAL). 6RICK NOTE: PAINT WITH Pt -02 uF-m3 GLEN -GERM BRICK COLOR STRATFORD THIN BRICK - 1/2" MODULAR, NOTE: PAINT WITH PT -01 LOCATION: INTERIOR COLUMNS CONTACT: GAGE CANTRELL P: 614-206-1443 TENANT G.G. TENANT G.C. ' ° ° ; ` ° ° WB -01 6. PROVIDE A RAISED HANDICAP ACCESSIBLE THRESHOLD AT TOILET ROOM wF_ma KYDEX SERIES 100, COLOR: 52000, TEXTURE: CASHMERE LOCATION: VESTIBULES TO NON -SALES TENANT G.G. TENANT G.C. TILE MALL TILE A DOOR FOR WATER RETAINING. FLASH PATCH METAL AS REO'D 1. ALL DOORS AND FRAMES t0 BE PAINTED ARE TO MATCH COLOR OF WALL TO ALUMINUM BRAKE METAL, COLOR TIGER DRYLAC WHITE ROOM UNLESS OTHERWISE NOTED AND DOOR FROM PASSAGE TO NON -SALES T-03 POWDERCOAT RAL9016, NUMBER: 49/11340, FIN;5H: GL/$M LOCATION: EXTERIOR STOREFRONT -WALL 1 MALL TILE TO CONC. 3�CA;Eo�� 2 WOOD BASE DETAIL 3�CA;EO�� 3 VI NYL BASE DETAIL SCALE: 1I Oil PAINT AS INDICATED ON DOOR SCHEDULE r -ma STAINLESS STEEL SHEET METAL, SEE DETAILS ON SHEET A2.1 LOCATION: EXTERIOR STOREFRONT - BASE 311 FLOOR/5,45E -ml CONCRETE COLOR: MEDIUM GRAY, FINISH. POLISHED CONCRETE STAIN FLOOR LOCATION: SALES AREA (FIELD COLOR) -ms CONCRETE COLOR. DARK GRAY, FINISH: POLISHED CONCRETE STAIN LINE OF NON -SALES FLOOR LOCATION: SALES AREA (ACCENT COLOR) WALL BEYOND >�-m3 LONSEAL LONMETRO UV,AD COLOR Yv�B Uv LOCATION: WINDOW DISPLAY PLATFORM FINISH KEY COLOR LOADING ZONE ARDEX SERIES: K 500, COLOR TO MATCH Ff-02 LOCATION: STOREFRONT ENTRANCE REDUCER STRIP -m4 TAPER AS NEEDED FROM MALL FIN15H TO CONCRETE VINYL TILE CVT -1 Z / DYED POLISHED CONCRETE ° o n r. ° • o. 4 a n ° Q ° a ° , C Q ° nr 4 4 ° °v °'.°° C 4° Q> ° c° y 4 4° C V.C.T. DYED POLISHED CONCRETE SCALE: SCALE: SCALE: 4 VCT TO DPCr5)1-- =1'-0" 6 -- -Orr ROOM NAME W WALL. FINISH 5 BASEBOARD F FLOOR FINISH CT GE I L I NG TYPE GH CE I L INCA HEIGHT CF ICEILING FINISH MISCELLANEOUS PROVIDED BY G.G. - SUBMIT r-mb ARMSTRONG VINYL COMPOSITION TILE. IMPERIAL TEXTURE STANDARD EXCELON 51915 CHARCOAL 12"XI2"XI/8" LOCATION: NON -SALES ONLY TENANT G.G. IUB -m1 JOHNSONITE COLOR: 40 BLACK, NUMBER: CBT (TOELESS), SIZE: 4" HEIGHT LOCATION: NON-PUBLIC AREAS TENANT G.C. us- PROVIDED BY G.G. 4"H WOOD BASE, PAINTED PT -02 LOCATION: PUBLIC AREAS EQUAL MARLITE LIGHT GRAY - FIBERGLASS REINFORCED PANEL (FRP-P151) LOCATION: TOILET ROOM SLATWALL tax -m1 OWNERS VENDOR WOODGRAIN LAMINATE FINISH (REINFORCED) SLATWALL SYSTEM LOCATION: SIDE WALLS FIRE RATING: CLASS B — TENANT OWNER'S VENDOR WHITE LAMINATE FINISH (REINFORCED) SLATWALL SYSTEM LOCATION: REAR WALL FIRE RATING: CLASS B PROVIDED BY G.G. - SUBMIT SAMPLES FOR APPROVAL TENANT G.G. TENANT G.G. PROVIDED BY G.G. - SUBMIT SAMPLES FOR APPROVAL TENANT G.C. TENANT G.C. PROVIDED BY G.C. - QUESTMARK OR EQUAL TENANT G.C. TENANT G.G. PROVIDED BY G.C. - QUESTMARK OR EQUAL TENANT G.G. TENANT G.C. — TENANT TENANT G.G. TENANT G.C. TENANT G.G. TENANT G.G. TENANT G.C. CONTACT: LAURIE BAATZ C: 440-313-8238 TENANT G.G. TENANT G.C. TENANT G.C. TENANT G.G. TENANT G.G. TENANT G.C. TENANT'S VENDOR TENANT G.G. TENANT'S VENDOR TENANT G.G. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architec! and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protec'.ion as an architectural work under the Architectural Works Copyright Protection Act of 1990. DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SD. Ff. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF D A_MP SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE FINISH PLAN SHEET NO. A3mO CH TYRONE PROTOTYPE r5)1 INTERIOR ELEVATION CONTINUOUS PLUG1 T.O. SLATWALL SY: TYP. COLOR: WHITE LAY -Ir CONTINUOUS PLUGMOLD AT T.O. SLATWALL SYSTEM, TYP. COLOR: WHITE OIL 13'-0" ARF. !-AY-IN CEILING NOTE: ALL LIGHT BOXES t0 BE SUPPLIED W/ BLACK CORDS AND PLUGS o \ 5'-3 3/4" / "MANIFESTO" GRAPI�IC 6C TO PREP WALL AS REQUIRED TO RECEIVE DIGITAL GRAPHIC WALLCOVERING± LEVEL 5 WALL FINISH, PRIME WITH MANUFACTURE'S RECOMMENDED PRODUCTS TINTED t0 MATCH WALLCOVERING. WALLCOVERING PROVIDED AND INSTALLED BY OTHERS. SEE GRAPHIC DESIGN INTENT DOCUMENTATION FOR DETAILS. FX -02 = P WB -02 PT -01 PT -01 8'-0" PX -01 0 PT -01 WB - 34' -9 1/8" PX -ml PERIMETER WALL SYSTEM WITH (2) RAILS TO G.G. TO PROVIDE IN -WALL 2X FRT WOOD BLOCKING FOR BE INSTALLED PER MANUFACTURER'S FIXTURE. COORDINATE FINAL LOCATIONS AND QUANTITY DRAWINGS. G.C. TO PROVIDE CONTINUOUS 12" WITH FIXTURE MANUFACTURER, COORDINATE RECEPTACLE WIDE, 16 GA. METAL STRAPPING IN WALLS LOCATION WITH SHOP DRAWINGS FOR RAILS, TYP. CONTINUOUS PLUGMOLD AT T.O. SLATWALL SYSTEM, TYP. COLOR: WHITE 13'-0" A.F.F. BTM. OF MALL BULKHEAD AND ELL TENANT CEILING Q. EQ, AFF. BTM OF ENTRY SOFFIT FX -11 wF-mz PX -02 CONTINUOUS IN -WALL 12" PT -01 METAL STRAPPING AT BTM. OF SLATWALL, TYP. [2) INTERIOR ELEVATION NOTE: ALL LIGHT BOXES TO BE SUPPLIED w/ BLACK CORDS AND PLUGS. CONTINUOUS PLUGMOLD AT T.O. SLATWALL SYSTEM, TYP. COLOR. WHITE 13'-0" AFF. BTM. OF MALL BULKHEAD 10'-0" A.F.F. 8.0. DISPLAY SOFFIT 9'-0" AFF. X-05 __0 05 X4 5 PERIMETER WALL SYSTEM WITH (2) RAILS TO BE INSTALLED PER MANUFACTURER'S DRAWINGS. G.C. TO PROVIDE CONTINUOUS 12" WIDE, 16 GA. METAL STRAPPING IN WALLS FOR RAILS, TYP. SCALE: 1/4" = V-0" Y TOP OF GLASS IN FRONT OF GLASS MT -03 GC TO PREP WALL AS REQUIRED _ TO RECEIVE DIGITAL 'VENDOR' GRAPHIC WALLCOVERING3 LEVEL 5 WALL FINISH, PRIME WITH MANUFACTURE'S RECOMMENDED PRODUCTS TINTED TO MATCH{ WALLCOVERING. WALLCOVERING PROVIDED AND INSTALLED BY OTHERS. SEE GRAPHIC DESIGN INTENT DOCUMENTATION FOR DETAILS. Px-o2 Px-o2 Px-oa PX -02 PT -01 Pt -01 PT -01 WB -02 PT -01 6'-2 1/2" 58'-2 3/4" BRAND LOGO GRAPHIC PX -01 [1) INTERIOR ELEVATION NUOUS 10LD AT T.O. )ALL SYSTEM, --OLOR: PT - NEW SLATWALL TO BE SECURED WITH 08-18 x 1 V LONG FLAT QUADREX, ZING PLATED SELF DRILLING SCREWS WITH LIQUID NAILS "LN -1340, OR EQUAL, STRUCTURAL ADHESIVE BETWEEN SLATWALL AND GWB. LOCATE AND INSTALL SCREWS AT WALL STUDS AT 16" O.C. HORIZONTALLY AND AT 6" O.G. VERTICALLY (EVERY OTHER REINFORCEMENT INSERT). SLATWALL AND SCREWS ARE SUPPLIED BY TENANT VENDOR LOCATE PANEL JOINTS AT WALL STUDS. SCALE: 1/4" = V-0" 3) INTERIOR ELEVATION CONTINUOUS PLUGMOLD AT T.O. SLATWALL SYSTEM, TYP. COLOR: WHITE 13'-0" AFF. LAY -IN CEILING CONTINUOUS IN -WALL 12" METAL STRAPPING AT BTM. OF SLATWALL, TYP. PT -0 \ OPEN / X PT -ml (l5 PAINT FRAME SCALE: 1/4"=1'-0" IWVESTIBULE ELEVATIONS NOTE. SEE DETAIL 2/AI3 FOR FITTIW_% ROOM ELEVATIONS. 13'-0" AFF. Ak LAY -IN CEILING 11'46" AFF. BTM. OF SOFFIT 10'-0" AFF. �)TTOM OF SOFFIT 9'-0" AFF, TOP OF GLASS )F ENTRY SOFFIT SCALE: 1/4" = V-0" PT -01 PAINT FRAME SCALE: 1/4" = 1'-0" • FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the low. These drawings and specifications, and the information contained within, are and shall remain the p operty of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written outhorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law, These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF OD MEOW:) SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 145043 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A4mO:! CH TYRONE PROTOTYPE / / SCALE: 1/4" = 1'-0" • FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the low. These drawings and specifications, and the information contained within, are and shall remain the p operty of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written outhorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law, These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF OD MEOW:) SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 145043 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A4mO:! CH TYRONE PROTOTYPE NETWORKING CABINET. SEE 2/E4.0 AND 5/E4.0 FOR MOUNTING INFORMATION FIXTURE PLAN 4' EQUIPMENT SCHEDULE ODE DESCRIPTION REMARKS 0 CA5HWRAP AND BACKWRAP SEE DETAILS ON A5.1 2❑ STOCK SHELVING UNIT 4 4'X12' 4'X11' SUPPORT AREA: ROLLING LADDERS 8% 4'X11' 4'X12' HANG ROD UNIT 4 NOT USED N/A ROLLING LADDERS 5i'-4" 40 MANAGER DESK UNIT EXISTING 10'-0" FITTING ROOM BENCH 28.0 0 STOREFRONT SIGN SEE SHEET A2.2 12' FITTING RM MIRROR SEE DETAIL 4/AI3 ® FILE CABINET EXISTING ❑g DRINKING FOUNTAIN EXISTING REFER TO MECHANICAL DRAWINGS 10 UTILITY SINK FX -07.3 11 FITRE EXTINGUISHER BY G.G. PER CODE - MOUNT AS Rn.Ji7 RACK 0.0) CLEAR*a FX -0'1.5 DIRECTED B~ FIRE DEPT. 12 1/8" MASONITE, FURN BY VENDOR INSTALLED BY G.G. MOUNT TO RCWNS RKK (5-0) BACKSIDE OF STOCK FIXTURE SEE 3A/A5.1 13 AUDIO PLAYER 3 14- DRAWING STORAGE TUBE REFER TO DETAIL 14/AI2 15 MOBILE STOCK SHELVING NOT USED Uo MANAGER'S CHAIR 1� CCTV SYSTEM DVRX MOUNTED TO SHELF 0 4 REFER TO E 01165 18 TRAINING DESK 1 19 LOCKERS (5TANDING) STOCK SHELVING UNIT FX -II HARDWARE BIN STORAGE I 21 GRAPHICS STORAGE UNIT P-1 UTILITY CABINET ` 5T TWNXIN9YSM-4 23 FITTING ROOM GARMENT BAR SEE DETAILS ON I/A13 24 FITTING ROOM ROD AND SEE DETAILS ON I/AI2 0 1 CURTAIN 19T INS R ZM MRR✓R 110 4 13 16 17 TRAINING UTILITY LOCKERS 19 as 18 it 31-011 r cv (E)11 2 4' X 12' SLATWALL PANELS - 8'-0" PX -01 2'X12' 4' X 12' 4' X 12' 4' X 12' TX 12' 4'X12' 4'X11' SUPPORT AREA: 4'X12' 8% 4'X11' 4'X12' 4'X11' 0% N � X w a z , N (LX \ ~ X a � m X2 X - - m S 3'X11' CEDE 4'X11' SQ. FT. RATIO 4'X11' SALES AREA: 4'X11' 65% 4'X11' STOCK AREA: 3'X11' 21% 4'X11' SUPPORT AREA: 4'X11' 8% 4'X11' UN -UTILIZED AREA: 4'X11' 0% T-3 3/4" 5'-3 3/4" "MANIFESTO" FX -02 1 II � - 0------ - _---- ---� Il 4' XI 11' 4' X 12' 4'X 12' 4' X 12 2'X12' PX -06 4' XI 11' 4' X 12' 4' X 12' 4' X 12' 2'X12' II 2 I X C I (E) 2 Fx-v N— — — — — — — — — — — — — — — 4 XI 11 4 X 12 4'X 12 4 X 12 12'X121 4' X 11' 4' X 12' 4' X 12' 4' X 12' 2'X12' X 10 I I v-00 2 1 I I II II II cv CE) a )( N Xi II II II II II II II II II II II II II II II II II II II x_�e 1 4' XI 11' 4' X 12' 4' X 12' 4' X 12' 2'X12' F I I II II II I 4' X 11' 4' X 12' 4' X 12' 4' X 12' 2'X12' = H I I 5LATWALL PANELS - 34'-10 3/8" PX -01 E PX -G9 "X-08 PX -02 x W 0 O X x W o EX -01 n u I I ful rt} I `\ I r` FX -04 E \ \ \ \ /� \ \ FX -09 FX -09 \ �7 \ ---._-------------------------------------- FX -03 TYP. OF 11 FX -03 TYP. OF 13 I e - 3'X12' '" 2 X 0 ------------------ N og 4'X11' 14'X11' 4'X12' 4'X12' 4'X12' X 4' X 11' 4' X 11' 4' X 12' 4' X 12' 4' X 12' a FX -04 E FX -04 E 2 Ell� I I 5A e - 2Ln PX -06 N 1 4' X 11' 4' X III 4''X 11' 4' X 12' 4' X 12' 3'-0" X4'X12' o 0 1 4'X11' 4'X11' 4'IX11' 4'X12' 4'X12' � I 2 W N - 0 FX -13 FX -16 5 2 X 1 4'X11' 4'X11' 1 4'X12' 4'X12' 2'X12' It I 4' X 11' 4' X il' I 4' X 12' 4' X 12' 2'X12' C14I 23 � L— — — — — — — — — — — -- — J - 2 X FX -14 z 61 I X X I 24 o b— — — 2 FX -15 3 `` --- 4'X12' 4'X12' 4'X12' 1 4'X12' 4'X12' I I II II II FIXTURE PLAN GENERAL NOTES ALL WOODWORK ATTACHED TO THE PREMISES, BLOCKING, GROUNDS, ETC. SHALL BE FIREPROOF AND COMPLY WITH THE LANDLORD'S AND GOVERNING BUILDING CODE REQUIREMENTS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT AS TO ANY DISCREPANCIES IMMEDIATELY. ALL CABINET AND DRAWER INTERIORS TO BE CLEAN MAPLE LACQUERED PLYWOOD VENEER, UNLE55 OTHERWISE NOTED. MILLWORK CONTRACTOR TO COORDINATE WITH OTHER TRADES AND PROVIDE CONCEALED GROUNDS AS REQUIRED. PROVIDE CUTOUTS IN FIELD FOR OUTLETS AND EQUIPMENT AS REQUIRED. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. ALL MILLWORK HARDWARE TO BE FURNISHED AND INSTALLED BY MILLWORK CONTRACTOR ALL EXPOSED HARDWARE 15 TO BE SATIN STAINLESS STEEL. ALL MILLWORK 15 TO CONFORM TO AJJJ.l. PREMIUM STANDARDS. MILLWORK CONTRACTOR TO FURNISH 4 INSTALL RUBBER BUMPERS ON ALL DOORS 4 DRAWERS. NO FIELD FINISHING OTHER THAN MINOR TOUGH-UP5 OF MILLWORK WILL BE PERMITTED. PROVIDE 2-1/2" WHITE PLASTIC GROMMETS IN COUNTERTOP AND SATN ST. STL. AT CASHWRAP AS NOTED ON THIS PLAN AND DETAILS. ALL WOOD MILLWORK SHALL BE FINISHED WITH THREE COATS OF SATIN LACQUER OPEN PORE. UNLESS OTHERWISE NOTED, ALL FINISHED WOOD 15 TO BE WHITE LACQUERED TO MATCH ARCHITECT'S SAMPLE. MILLWORK CONTRACTOR TO SU15MI r 12"4" SAMPLES TO OWNER AND ARCHITECT FOR APPROVAL. MILLWORK 15 TO BE HANDLED UNDER SEPARATE CONTRACT BY TENANT. GENERAL CONTRACTOR 15 TO COORDINATE 5C44EDULING WITH MILLWORKER AND PROVIDE GENERAL CONDITIONS REQUIRED FOR INSTALLATION .AND CLEAN UP. GENERAL CONTRACTOR TO PROVIDE METAL BLOCKING AS REQUIRED FOR ALL FIXTURES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO MIRRORS AND LIGHTING IN THE FITTING ROOMS. I PX -08 PX -09 STORE TABULATION SQUARE FOOTAGE CALCULATIONS CEDE 5Q. FT. SQ. FT. RATIO CEILING HEIGHT SALES AREA: 3,584 65% 0'-0II STOCK AREA: 1,504 21% 0'-0" SUPPORT AREA: 415 8% 0'-0" UN -UTILIZED AREA: 0 0% N/A STOREFRONT FRONTAGE 5i'-4" LEASABLE AREA: 5,5031009a MOBILE SHELF UNITS 10'-0" II II II ±0 a --------------------------- 111111 Fx-12 I II II I FX -09 FX -09 FX -09 FX -09 a L'xJ FX -09 FE FX -09 FX -09 FX -09 FX -09 NUMBER OF PAIRS CALCULATED s 32 PAIRS PER LINEAR FOOT FOR 12'-0" HIGH SHELVING. NUMBER OF PAIRS CALCULATED 9 28 PAIRS PER LINEAR FOOT FOR 10'-0" HIGH SHELVING. NUMk3ER OF PAIRS CALCULATE) 6 21 PAIRS PER LINEAR FOOT FOR 9'-0" HIGH SHELVING. NUMBER OF PAIRS CALCULATE[) 19 24 PAIRS PER LINEAR FOOT FOR 8'-0" HIGH SHELVING. W W 0 0 w w PX -02 PX -09 PX -08 C__:1 C_—:1 SLATWALL PANELS - 58'-2 3/4" PX -01 STORE PAIRS TABULATION CEDE SHELVING HEIGHT LINEAR FT. OF SHELVING PAIRS PER LINEAR FOOT PAIRS REGULAR SHELF UNITS 10'-0" 0 28.0 0 0 REGULAR SHELF UNITS 11'-0" 129' 30.0 3,810 5EE PLAN REGULAR SHELF UNITS 12'-0" 253' 32.0 8,092 ® MOBILE SHELF UNITS 10'-0" 0' 28.0 0 4' DOUBLE HANGRO) 10'-0" 12' 3 3 TOTALS I I 394' 0 11,966 TARGET PAIR: 6,100 PX -02 PX -09 C_-1 FIXTURE SCHEDULE - MATRIX 2,530 S.F. FIXTURE SYMBOL CEDE EXIST NEW TOTAL FIXTURE NAME 4 FINISHES PX -01 O 1 1 CA&+*W (2 l e`615fB;r:� 0 6 0 1 1 BAC14*Ap 5EE PLAN FX -03 0 20 20 9 -CE M59 -AY 11EACF06 (2-04 ® FX -04 4 0 4 5000 BN FX -05 0 3 3 M 11NS FLINTY I I FX -O(0 0 1 1 9tE 1AeF AY fiJNM a FX -07.3 0 2 2 Rn.Ji7 RACK 0.0) CLEAR*a FX -0'1.5 0 4 4 RCWNS RKK (5-0) FX -08 0 3 3 R=* RACK - L . FX-OQ 0 16 16 EEN H gA1117 VX -0'1 FX -10 0 4 4 CE99-0M19X11,RE 2 1 3 (5TANDING) FX -II O I I Dn;v mE nEuB WDLL FOXAL FX -12 5EE PLAN ` 5T TWNXIN9YSM-4 2 0 2 BY A1J(5E F1AW a FX -13 0 1 I 19T INS R ZM MRR✓R �—• FX -14 O 1 1 19TTINS ROOM C,� 1368 FX -15 O 1 1 1`97* RCO'4 CU;ZrAIN FX -16 0 1 1 RTT1N5 R ZM EE .H ® FX -160 X -ISO O O O FCOTY`EAR TCKR I II II II I II II II INx4b7 I IF—F � I 11 1 II II II I I II II II I I II II II I FX -06 X- 8 I II II II I II II II I II II II vx-lo 1 I I II II II I II II II I I II II II I I EX -01 � I I� II II II I I II II II I I II II II I li II II I I � SCALE: 1/4" = V-0" FIXTURE SYMBOL CODE EXIST NEW TOTAL FIXTURE NAME 4 FINISHES PX -01 5EE PLAN 1,4= GRAIN RRVM ML 91SIEM nPX -02 0 6 6 P34W7ER 5Y57EM MNAELE VVMl gVRR • PX -05 5EE PLAN MM FMWTM YOLL 6T5Tart ❑ PX -06 O 2 2 FAT NkL 5Y57EM PX -O"1 5EE PLAN FAT WN.1- 5Y51EM PX -08 O 4 4 22'X 27' LED UC+rr WX PX -011 O 5 5 24" X96" LEO UGW EIOX a EX -01 0 3 3 TECH C?EE EX -02 5 0 5 5 71ER TAELE EX -03 2 1 3 FEA7U;E TAS (4) CGNv WBICN K75 FCR FEA1U;;E TAME VX -0'1 MANNEQUIN5 2 1 3 (5TANDING) VX -OS 0 MANNEQUIN5 2 0 2 (51TTINO) VX -10 MANNEQUIN5 2 1 3 (FOLDED ARM5) VX -09 O I I 5T 1T WNXN CAELE 6t57EM FGR FAM -12" WDM - FX -17 0 1 1 FIREEIC� 9E LVeRAY CH-UP500 CH-WF500 0 O 0 6R*MC65TCRAGELNT LC>rATM IN 5TX( RXM AC -461N AC-4BIN 0 0 O F BN LCi'ATED IN 5TC>rK RCGM FooTLoCKER,INC. � STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction cr use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF D =� SPORTS :O:� PROJECT TITLE SEMINOLE TOWNE CENTEI �00 TOWNE CENTER CIRCL SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE FIXTURE PLAN SHEET NO. CH TYRONE PROTOTYPE A5.0 (P VARIES AFF. ROOF DECK INSTALL PER MANUFACTURER'S SHOP DRAWINGS NOTE: SEE FINISH PLANS AND ELEVATIONS FOR FINISHES IN -WALL METAL STRAPPING ROLLING DIVIDER W/ MIRROR FACE INSTALL PER MANUFACTURE SHOP DRAWINGS PREFABRICATED / PREFINISHED SLATWALL PANELS IN -WALL METAL STRAPPING WOOD BASE ELEVATION AT SLATWALL AND ROLLING TRACK SYSTEM 15'-0" A.F.F. TOP OF WF -01 INTERLOCKING FAUX BRICK PANELS U I I � O CD LL z Q APPLIED TO EXIST. GYP. BD. AS ADHESIVE BETWEEN SLATWALL AND GWB. Z 1 9 1'-6" O.G. G.G. TO INSTALL NEW CONTINUOUS 12"W x 16GA. OF METAL STRAPPING FOR STUDS AT 16" O.C. HORIZONTALLY AND AT INSTALLATION OF WALL SYSTEM TRACK ROLLING DIVIDER TRACK (BY FIXTURE MANUF) ATTACH TO EXISTING DEMISING REINFORCEMENT INSERT). SLATWALL AND Q ROLLING MIRROR DIVIDER � O VENDOR LOCATE PANEL JOINTS AT WALL �9 � A5.1 STUDS. _ 6, E m 4 J TDP OF SLAT WALL � Q WHITE FINISHED PLUGMOLD WITH V RECErTACLES SPACED 18" O.G. LOCATED ROLLING DIVIDER TRACK (BY FIXTURE ON TOP OF SLATWALL AND BOTTOM OF MANUF.) ATTACH TO EXISTING DEMISING UPPER TRACK WALL STUDS AS RECOMMENDED BY MANUF. 15'-0" A.F.F. TOP OF WF -01 NEW SLATWALL TO BE SECURED WITH 08-18 x I Y LONG FLAT QUADREX, ZINC PLATED SELF DRILLING SCREWS WITH LIQUID NAILS 1 INTERLOCKING FAUX BRICK PANELS U I I � O CD LL z Q APPLIED TO EXIST. GYP. BD. AS ADHESIVE BETWEEN SLATWALL AND GWB. RECOMMENDED BY MANUF., PAINT PT -01. 1 9 1'-6" O.G. G.G. TO INSTALL NEW CONTINUOUS 12"W x 16GA. OF METAL STRAPPING FOR STUDS AT 16" O.C. HORIZONTALLY AND AT INSTALLATION OF WALL SYSTEM TRACK ROLLING DIVIDER TRACK (BY FIXTURE MANUF) ATTACH TO EXISTING DEMISING REINFORCEMENT INSERT). SLATWALL AND WALL STUDS AS RECOMMENDED BY MANUF. ROLLING MIRROR DIVIDER _ VENDOR LOCATE PANEL JOINTS AT WALL �9 A5.1 STUDS. _ 10'4" AFF. J TDP OF SLAT WALL CONTINUOUS WIREMOLD 20G818 -11A44' WHITE FINISHED PLUGMOLD WITH TYPE RECErTACLES SPACED 18" O.G. LOCATED ROLLING DIVIDER TRACK (BY FIXTURE ON TOP OF SLATWALL AND BOTTOM OF MANUF.) ATTACH TO EXISTING DEMISING UPPER TRACK NEW SLATWALL TO BE SECURED WITH 08-18 x I Y LONG FLAT QUADREX, ZINC PLATED SELF DRILLING SCREWS WITH LIQUID NAILS 1 "LN -940, OR EQUAL, STRUCTURAL U I I � O CD LL z Q 12'-0"8 ADHESIVE BETWEEN SLATWALL AND GWB. 10'-0" 1 9 1'-6" O.G. LOCATE AND INSTALL SCREWS AT WALL STUDS AT 16" O.C. HORIZONTALLY AND AT 8" D.C. VERTICALLY (EVERY OTHER REINFORCEMENT INSERT). SLATWALL AND SCREWS ARE SUPPLIED BY TENANT = _ VENDOR LOCATE PANEL JOINTS AT WALL �9 co STUDS. J SEE CONSTRUCTION PLAN FOR PARTITION TYPE ROLLING DIVIDER TRACK (BY FIXTURE MANUF.) ATTACH TO EXISTING DEMISING I WALL STUDS AS RECOMMENDED BY MANUF. G.C. TO INSTALL NEW CONTINUOUS 12"W x 16GA. OF METAL STRAPPING FOR INSTALLATION OF WALL SYSTEM TRACK N ' esa N FIN. FLOOR WALL BASE. SEE FINISH PLAN SALES AREA SECTION AT SLATWALL AND ROLLING TRACK SYSTEM INSTALL PER MANUFACTURER'S SHOP DRAWINGS NOTE: SEE FINISH PLANS AND ELEVATIONS FOR FINISHES 04" AFF. TOP OF SLAT WALL CONTINUOUS WIREMOLD 20G518 -WH -6' WHITE FINISHED PLUGMOLD WITH RECEPTACLES SPACED 18" O.G. LOCATED ON TOP OF SLATWALL AND BOTTOM OF UPPER TRACK NEW SLATWALL TO BE SECURED WITH "8-18 x I %" LONG FLAT QUADREX, ZINC PLATED SELF DRILLING SCREWS WITH LIQUID NAILS "LN -940, OR EQUAL, STRUCTURAL ADHESIVE BETWEEN SLATWALL AND GWB. LOCATE AND INSTALL SCREWS AT WALL STUDS AT 16" O.C. HORIZONTALLY AND AT 8" O.C. VERTICALLY (EVERY OTHER REINFORCEMENT INSERT). SLATWALL AND SCREWS ARE SUPPLIED BY TENANT VENDOR LOCATE PANEL JOINTS AT WALL STUDS. SEE CONSTRUCTION PLAN FOR PARTITION TYPE WALL BASE. SEE FINISH PLAN FIN. FLOOR SALES AREA SECTION AT SLATWALL 40 11 1'-3 3/4" 70, 5'-3 3/4" 40 MANIFESTO GRAPHIC 2 )1 BACKWRAP ELEVATION d l'-3 3/4" 1'-3 3/4" BACKWRAP 1'-3 3/4" cel 31/8" 21-011 21-811 2'-011 31/8" SCALE: 11/2"=V-0" &3_%'1I WALL SYSTEM DETAILS SCALE: 3/4"=1'-0" CASHWRAP/BACKWRAP PLAN I SCALE: 1/2"=1'-0" I JI NOT USED 5)ISTOCK SHELVING DETAILS z F E� Y[L LU LU _z =' w oa '0 z w OL � CE'_ 3'-0" OR MIN. DIM. ALLOWED BY GOD! 1'-0" _ EQ. I. EQ. CEILING CHAIN SUSPENDED FLUOR LIGHT FIXTURE CONTINUOUS 12" HORIZONTAL STRAP BRACING SECURED TO TOPS OF UNITS s 48" O.G. KNOCK DOWN STORAGE SYSTEM W/ SHELVING AND HANG ROD (REFER TO FIXTURE PLAN LOCATION AND HEIGHT) INSTALL PER MFG. INSTRUCTIONS TYP. DOUBLE ROW SHELVING G.C. TO PROVIDE 1/8" MASONITE SECURED TO THE END OF ANY ROW OF SHELVING INCLUDING THE INTERSECTION OF ANY ADJACENT ROW. TYP. SINGLE ROW SHELVING G.G. TO PROVIDE 1/8" MASONITE SECURED TO THE ENTIRE BACKSIDE. ROLLING LADDER AND RAIL, (1) PER AISLE AS MANUFACTURED BY PUTNAM ROLLING LADDER CO, INC. REFER TO LADDER INSTALLATION MANUAL' PRIOR TO INSTALLING. SHELF QUANTITIES PER UNIT PREP GYP. BOARD (ON WALL BEHIND) TO A LEVEL 5 FINISH FOR INSTALLATION OF WALL GRAPHIC. PRIME WALL WITH MANUF. RECOMMENDED FINISH. TINT TO MATCH GRAPHIC. _ v co U I I � O CD LL z Q 12'-0"8 * 1'40" O.G. 10'-0" 1 9 1'-6" O.G. 8'-0" _ BACKWRAP e N 2 )1 BACKWRAP ELEVATION d l'-3 3/4" 1'-3 3/4" BACKWRAP 1'-3 3/4" cel 31/8" 21-011 21-811 2'-011 31/8" SCALE: 11/2"=V-0" &3_%'1I WALL SYSTEM DETAILS SCALE: 3/4"=1'-0" CASHWRAP/BACKWRAP PLAN I SCALE: 1/2"=1'-0" I JI NOT USED 5)ISTOCK SHELVING DETAILS z F E� Y[L LU LU _z =' w oa '0 z w OL � CE'_ 3'-0" OR MIN. DIM. ALLOWED BY GOD! 1'-0" _ EQ. I. EQ. CEILING CHAIN SUSPENDED FLUOR LIGHT FIXTURE CONTINUOUS 12" HORIZONTAL STRAP BRACING SECURED TO TOPS OF UNITS s 48" O.G. KNOCK DOWN STORAGE SYSTEM W/ SHELVING AND HANG ROD (REFER TO FIXTURE PLAN LOCATION AND HEIGHT) INSTALL PER MFG. INSTRUCTIONS TYP. DOUBLE ROW SHELVING G.C. TO PROVIDE 1/8" MASONITE SECURED TO THE END OF ANY ROW OF SHELVING INCLUDING THE INTERSECTION OF ANY ADJACENT ROW. TYP. SINGLE ROW SHELVING G.G. TO PROVIDE 1/8" MASONITE SECURED TO THE ENTIRE BACKSIDE. ROLLING LADDER AND RAIL, (1) PER AISLE AS MANUFACTURED BY PUTNAM ROLLING LADDER CO, INC. REFER TO LADDER INSTALLATION MANUAL' PRIOR TO INSTALLING. SHELF QUANTITIES PER UNIT UNIT HEIGHT "OF SHELVES 12'-0"8 * 1'40" O.G. 10'-0" 1 9 1'-6" O.G. 8'-0" r o � TYP. SECTION AT SHELVING UNITS NOTE: REFER TO FIXTURE PLAN FOR STOCK SHELVING UNIT SIZES, QUANTITY AND CONFIGURATION. G.G. TO INSTALL PER MANUFACTURERS INSTRUCTIONS. SCALE: 1/2"=V-0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Displov, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law, These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS � NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 D RAW N BY: STAFF D SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE FIXTURE DETAILS SHEET NO. AV . 1 CH TYRONE PROTOTYPE k LINE OF CEILING TRANSITION ABOVE OFFICE EXISTING (NO PAINT) CL -4 Q V-0" AFF. I CL -5 G 13'-6" AFF. 1 EQ. 1-4 I-1-4 NL/EM NEW. GRID TO EXTEND OVER G.W.B. CEILING -01 PTCL-2 LAY -IN CEILING TO EXTEND - ABOVE TOILET ROOMS AND OFFICE 6.. 4 F2-4 (R) FI 4 FI -4 EXISTING PT -01 DIAGONAL PATTERN REPRESENT EXTENT OF LOWER LAY -IN CEILING HEIGHT I CL -5 t1 12'-9" AFF. I CL -5 m 13'4" A.F.F. 3'_211 11 3'_211 IF2-4 (R) FI 4 FI -4 NL/EM 2 '-0" N r II .F2-4 (R) I I FJ -4 (R) I F2-4 (R) NEW. GRID TO EXTEND ABOVE SOFFIT IN MIDDLE OF SALES AREA. G.G. TO PAINT GRID AND TILE PT -02 CL -I �+ 13'-0" AFF. RELOCATED L IGHTHAUSE SYSTEM E2 I 8._ � E2 I � ..... I 2B 7YP. tYP. �n :0 0 Ti T T T CL -2 9'-0" A.F.F. PT -01 111-1 NL N TI O LW:: : NEW ILLUMINATED PDI O PDI o PD! O DI 5P O P I I Rl Rl I I CHAMPS SIGN Pol ..... 0, - — - MT- T2 ....... .... ACCESS PANEL b :O.. . TI I � I o O O O I TI >CI I T2 2' 6" '-0" FLOATING HAT WALL PT -011 CL -4 tv 6-0" AFF. EXISTING. GRID TO EXTEND OVER G.W.B. CEILING REFLECTED CEILING PLAN REFLECTED CEILING GENERAL NOTES 1. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. 2. SMOKE/HEAT DETECTOR SPACING SHALL COMPLY WITH THE REQUIREMENT OF NFPA 12-E. THE INSTALLING CONTRACTOR SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WORK, IF REQUIRED BY LOCAL AUTHORITIES. 3. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR FINISHING 4 PAINTING REQUIREMENTS. 4. THE POSITION OF THE TRACK IS TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. 5. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE TENANTS PROJECT MANAGER 6. G.G. TO ADVISE TENANT PROJECT MANAGER OF MAX CLEAR HEIGHT IN STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS 15 TO ALLOW THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED 1. GC. SHALL FIELD EXAMINE THE CONDITION OF EXISTING TENANT DEMISING PARTITIONS 4 EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAPED, SPACKLED AND PAINTED IN THEIR ENTIRETY. 8. ALL LIGHT FIXTURES, EQUIPMENT, DEVICES, ETC. SHALL BE UL LISTED. 9. SALES AREA OPEN TO DECK ALL STRUCTURE, DECK AND DUCTWORK TO BE PAINTED PT -02, TYP. 10. SEE MECHEANICAL SHEETS FOR DIFFUSER AND DUCTWORK LAYOUT. 11. FIRE SPRINKLER SYSTEM: EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. ALL SPRINKLER HEADS WILL BE SEMI -RECESSED CHROME TYPE CENTERED IN 2X2 CEILING GRID. SPRINKLER HEADS - NOTE: SYMMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS. 12. ALL FIRE ALARM WORK, INCLUDING CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS, AND/OR MODIFICATIONS TO THE FIRE ALARM SYSTEM, MUST BE DONE PER NFPA-12,2002 EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. 13. CONTRACTOR TO COORDINATE LOCATION OF UNITSTRUT AND 3/4" CONDUIT DROPS PAINTED PT -02 WITH VENDORS FOR ALL SECURITY, SOUND AND MAPPING EQUIPMENT SUSPENDED FROM SALES AREA EXPOSED DECK 14. LIGHTHAU5 VENDOR TO SUBMIT WHOP DRAWINGS TO TENANT FOR APPROVAL PPIOR TO SUBMITTING QUOTE. OBTAIN LOW VOLTAGE PERMIT AS REQUIRED. 15. PROMOTIONS TO SUBMIT AUDIO SYSTEM SHOP DRAWINGS TO TENANT FOR APPROVAL PRIOR TO SUBMITTING QUOTE. OBTAIN LOW VOLTAGE PERMIT AS REQUIRED. PT-0� CL -2 is 8'-0" AFF NEW. GRID TO EXTEND OVER G.W.B. CEILING CL -5 Q 13'-6" AFF. LAY -IN CEILING IIIIIIIIIIIN Zr ,Z NZ A Evr MANUFACTURER LAY -IN CEILING LAMP OL -01 I3'-0" AFF VIF - LAY -IN CELING TECH LIGHTING L II" STEM KIT 12'-0" AFF Ilk LIGHT MOUNTING NEW UNISTRUT TRACK SECURE TO UNI5TR1JT ® TRACK HEAD AND LI6HT TRACK 12'-0" A.F.F. ATTACHED TO UNISTRUT ® 12'-0" A.F.F 10' -II" AFF Ilk Im PHILIPS TIPPLE TUBE CFL 4 -PIN PDI rZA4JA pzzrA, 1&4400A P zrzA/,A 40 LIGHTOLIER 120V1211V - NEED 11" STEM KIT WITH LUMINAIRE - FIXTURE TO BE MOUNTED (1) PL -T 42W/835/4P/ALTO TO LAY -IN CEILING SYSTEM _C0 .0 - 6 LIGHTOLIER 8023 CCLP + 58142VU - RECESSED DOWNLIGHT - 120V1211V PHILIPS TIPPLE TUBE CFL 4 -PIN (1) PL -T 42W/835/4P/ALTO R2 - 22 LIGHTOLIER C6T6VW CCDP + C610T&E2 RECESSED DOWNLIGHT - 211V PDI I_ PDI PT -011 CL -4 tv 6-0" AFF. EXISTING. GRID TO EXTEND OVER G.W.B. CEILING REFLECTED CEILING PLAN REFLECTED CEILING GENERAL NOTES 1. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. 2. SMOKE/HEAT DETECTOR SPACING SHALL COMPLY WITH THE REQUIREMENT OF NFPA 12-E. THE INSTALLING CONTRACTOR SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WORK, IF REQUIRED BY LOCAL AUTHORITIES. 3. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR FINISHING 4 PAINTING REQUIREMENTS. 4. THE POSITION OF THE TRACK IS TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. 5. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE TENANTS PROJECT MANAGER 6. G.G. TO ADVISE TENANT PROJECT MANAGER OF MAX CLEAR HEIGHT IN STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS 15 TO ALLOW THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED 1. GC. SHALL FIELD EXAMINE THE CONDITION OF EXISTING TENANT DEMISING PARTITIONS 4 EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAPED, SPACKLED AND PAINTED IN THEIR ENTIRETY. 8. ALL LIGHT FIXTURES, EQUIPMENT, DEVICES, ETC. SHALL BE UL LISTED. 9. SALES AREA OPEN TO DECK ALL STRUCTURE, DECK AND DUCTWORK TO BE PAINTED PT -02, TYP. 10. SEE MECHEANICAL SHEETS FOR DIFFUSER AND DUCTWORK LAYOUT. 11. FIRE SPRINKLER SYSTEM: EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. ALL SPRINKLER HEADS WILL BE SEMI -RECESSED CHROME TYPE CENTERED IN 2X2 CEILING GRID. SPRINKLER HEADS - NOTE: SYMMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS. 12. ALL FIRE ALARM WORK, INCLUDING CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS, AND/OR MODIFICATIONS TO THE FIRE ALARM SYSTEM, MUST BE DONE PER NFPA-12,2002 EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. 13. CONTRACTOR TO COORDINATE LOCATION OF UNITSTRUT AND 3/4" CONDUIT DROPS PAINTED PT -02 WITH VENDORS FOR ALL SECURITY, SOUND AND MAPPING EQUIPMENT SUSPENDED FROM SALES AREA EXPOSED DECK 14. LIGHTHAU5 VENDOR TO SUBMIT WHOP DRAWINGS TO TENANT FOR APPROVAL PPIOR TO SUBMITTING QUOTE. OBTAIN LOW VOLTAGE PERMIT AS REQUIRED. 15. PROMOTIONS TO SUBMIT AUDIO SYSTEM SHOP DRAWINGS TO TENANT FOR APPROVAL PRIOR TO SUBMITTING QUOTE. OBTAIN LOW VOLTAGE PERMIT AS REQUIRED. PT-0� CL -2 is 8'-0" AFF NEW. GRID TO EXTEND OVER G.W.B. CEILING CL -5 Q 13'-6" AFF. CL -2 g 9'-0" AFF. PT -01 - - - - - - - NEW. GRID TO EXTEND OVER G.W.B. CEILING CEILING TYPE SCHEDULE CL -X 6 X' -XX" APP. CALLOUT DESCRIPITION 2'x 4' SECOND LOOK ACOUST. TILE: ARMSTRONG FINE FISSURED MEDIUM TEXTURE't161, ANGLED TEGULAR GL -1 EDGE, FIRE GUARD CLASS 'A' PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID 9 HEIGHT INDICATED ON FLANS. FURNISHED 4 INSTALLED BY TENANT G.C. 5/8" TYPE 'X' GYP. BD. ON MTL. JOISTS, or RIGID "X" SUSPENSION SYSTEM, AT HEIGHT INDICATED CL -2 ON PLAN. TAPE, SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN. FURNISH 4 INSTALL BY TENANT G.C. CL -3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR BLDG CODES. EXISTING G.W.B. CEILING. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN FURNISH 4 CL -4 INSTALL BY TENANT G.G. 2'x 4' NON -DIRECTIONAL ACOUST. TILE: ARMSTRONG CORTEGA "169 FIRE GUARD CLA55 'A' CL -5 PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID 0 HEIGHT INDICATED ON PLANS. FURNISHED 4 INSTALLED BY TENANT G.G. NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. LAY -IN CEILING CFL PENDANT FIXTURE YV/.UNCTION UNI5TRUT 5ECURE TO CEILIN6 GRID BOX MOUNTED DIRECTLY ON MANUFACTURER LAY -IN CEILING LAMP OL -01 I3'-0" AFF VIF - LAY -IN CELING TECH LIGHTING L II" STEM KIT 12'-0" AFF Ilk LIGHT MOUNTING NEW UNISTRUT TRACK SECURE TO UNI5TR1JT ® TRACK HEAD AND LI6HT TRACK 12'-0" A.F.F. ATTACHED TO UNISTRUT ® 12'-0" A.F.F 10' -II" AFF Ilk LIGHT MOUNTING PHILIPS TIPPLE TUBE CFL 4 -PIN PDI ' 40 LIGHTOLIER 120V1211V - NEED 11" STEM KIT WITH LUMINAIRE - FIXTURE TO BE MOUNTED (1) PL -T 42W/835/4P/ALTO TO LAY -IN CEILING SYSTEM _C0 .0 - 6 LIGHTOLIER 8023 CCLP + 58142VU - RECESSED DOWNLIGHT - 120V1211V PHILIPS TIPPLE TUBE CFL 4 -PIN (1) PL -T 42W/835/4P/ALTO R2 - 22 LIGHTOLIER C6T6VW CCDP + C610T&E2 RECESSED DOWNLIGHT - 211V PDI PDI (1) GDM Elite 10/T6/930 PDI SEE PLAN LIGHTOLIER PDI INDIVIDUAL: 8'=fo102NBK, JOINER: 8'=6103N5K IDI PLAIN: 8'=6108N5K, 12'=6112N5K SEE PLAN LIGHTOLIER ADVENT LYTESPAN 1 AND 2 CIRCUIT TRACK - I20V (WHITE FINISH) INDIVIDUAL: 4'=6101NBK . PLAIN: 4'=6104N5K TI 8 - 54 LIGHTOLIER 81225K + MHTbRNF - TRACK LIGHT - 120V (WHITE FINISH) PHILIPS CDM T6 "ELITE" G12 -PIN NT6RNF CLEAR NARROM FLOOD REFLECTOR (SOLD SEPARATELY) (1) CDM Elite 10/T6/930 T2 t t } - 19 LIGHTOLIER 94118K - TRACK LIGHT - 120V (WHITE FINISH) LU (U F54T5/835/HO/ALTO FI -8 - 2 MERCURY MP'1132-0GT/ST-C-EL5-UNI - S' - I LITE TANDEM FLUORESCENT STRIP W/ (2) F032/830 321.11 TO FLUORESCENT LAMP R2 .: Ra • .. - . .},2 R2 ..' . , ..: :..:... .. .: R2 .,.....::: • R2 -' PAL 40TSC CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP FI -4 - 8 MERCURY MM-132-OCT-C-EL5-UNI - 4' - I LITE FLUORESCENT STRIP W/ PAL 40TSC (1) F032/830 32W TO FLUORESCENT LAMP CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP Fl -4 Od TY TY f'. R.' g MERCURY MM-132-OGT-C-EL5-UNI-EMPK/132 - 4' - I LITE FLUORESCENT STRIP W/ (1) F032/830 32W TO FLUORESCENT LAMP EM/NL I PAL 40T8C CRUSH GUARD SAFETY SLEEVE 4 PAL TO CAP F2-4 ..... :..... .. 6� :0. .I� 'R2 (2) F032/830 32W TO FLUORESCENT LAMP I G.G. TO RE -LAMP AS REQUIRED El 8 - I HIGHLITE5 5P -LED -5-R EXIT LIGHT WITH BATTERY PACK E2 - Il ASTRALITE EU -2 -H -W -TD HALOGEN TWO HEAD EMERGENCY LIGHT WITH TIME DELAY MOUNTED AT 13'-6' AFF OR MAX ALLOWABLE BY CODE R2:.: ... r .. 2 R2 .. R2 R H hh • �f... r R2.' R2. 4 LIGHTALARMS EXIT / EMERGENCY 2 -HEAD COMBO, RED LETTERS H Tl I SP O - 6 ROSE :. SW O - I ROSE F53 PENDANT SUBWOOFER MOUNTED AT 12'-0" AFF. ..0 . CCTV - I CCTV MONITOR WITH 9 CAMERAS - BOTTOM AT 12'-0" AFF. CC - 9 VIDEO DOME - CCTV CAMERA (BLACK) 7. .:.. D T I 2 - EXISTING FANLIGHT UNIT O O L O (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES NL z DENOTES NIGHT LIGHTS EM = DENOTES EMERGENCY LIGHT O O I O I CL -2 g 10'-0" AFF. PT -01 PDI PDI PDI PDI DI P I P I TI I T2 0 I :.R2. CL -2 g 9'-0" AFF. MT -03 TI I ;.:........ :•. �2�.. PDI O PDI O PDI O PDI O DI O P I I O P I bw CL -2,5 II' -6" A.F.F.�f=T TI F Cz rIM T2 1 EQ. 1'- 1'- 1'-9" 1'-9" 1'-9" l'-9" EQ. BANNER TRACK NL I NL .. :..R '. Tl -TI PDI O PDI O PDI O PDI O DI O P I O P I T '.. :R20 ' • i'I I LU F7 E UE CL -2 g 9'-0" AFF. PT -01 - - - - - - - NEW. GRID TO EXTEND OVER G.W.B. CEILING CEILING TYPE SCHEDULE CL -X 6 X' -XX" APP. CALLOUT DESCRIPITION 2'x 4' SECOND LOOK ACOUST. TILE: ARMSTRONG FINE FISSURED MEDIUM TEXTURE't161, ANGLED TEGULAR GL -1 EDGE, FIRE GUARD CLASS 'A' PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID 9 HEIGHT INDICATED ON FLANS. FURNISHED 4 INSTALLED BY TENANT G.C. 5/8" TYPE 'X' GYP. BD. ON MTL. JOISTS, or RIGID "X" SUSPENSION SYSTEM, AT HEIGHT INDICATED CL -2 ON PLAN. TAPE, SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN. FURNISH 4 INSTALL BY TENANT G.C. CL -3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR BLDG CODES. EXISTING G.W.B. CEILING. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN FURNISH 4 CL -4 INSTALL BY TENANT G.G. 2'x 4' NON -DIRECTIONAL ACOUST. TILE: ARMSTRONG CORTEGA "169 FIRE GUARD CLA55 'A' CL -5 PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID 0 HEIGHT INDICATED ON PLANS. FURNISHED 4 INSTALLED BY TENANT G.G. NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. LIGHT FIXTURE HEIGHT I NO SCALE W- 7 -BEAM CLAMP UNISTRUT TO BOTTOM OF STRUCTURAL BEAM AND ATTACH 1/2" THREADED RODS in 48" O.C, PAINT PT -02 AT AREA EXPOSED BELOW 13'-0" APF_ \ UNS l m l CHANNEL - SERIES AIOW w/ METAL FURRING CHANNEL CLIP 13'-0" AFF. BTM. CLG. GRID LAY -IN CEILING SYSTEM METAL FURRING BRACING _ II' -0" AFF. TOP OF GYP. METAL FURRING e 16" O.C. 10'-0" AFF. 3,YP. BD. SOFFIT 2� SOFFIT DETAIL SCALE: 3/4"=1'-0" SCALE: 1/4" = V-0" LIGHT FIXTURE AND EQUIPMENT SCHEDULE LAY -IN CEILING CFL PENDANT FIXTURE YV/.UNCTION UNI5TRUT 5ECURE TO CEILIN6 GRID BOX MOUNTED DIRECTLY ON MANUFACTURER LAY -IN CEILING LAMP OL -01 I3'-0" AFF VIF - LAY -IN CELING TECH LIGHTING THREADED ROD (TYPJ II" STEM KIT 12'-0" AFF Ilk LIGHT MOUNTING NEW UNISTRUT TRACK SECURE TO UNI5TR1JT ® TRACK HEAD AND LI6HT TRACK 12'-0" A.F.F. ATTACHED TO UNISTRUT ® 12'-0" A.F.F 10' -II" AFF Ilk LIGHT MOUNTING LIGHT FIXTURE HEIGHT I NO SCALE W- 7 -BEAM CLAMP UNISTRUT TO BOTTOM OF STRUCTURAL BEAM AND ATTACH 1/2" THREADED RODS in 48" O.C, PAINT PT -02 AT AREA EXPOSED BELOW 13'-0" APF_ \ UNS l m l CHANNEL - SERIES AIOW w/ METAL FURRING CHANNEL CLIP 13'-0" AFF. BTM. CLG. GRID LAY -IN CEILING SYSTEM METAL FURRING BRACING _ II' -0" AFF. TOP OF GYP. METAL FURRING e 16" O.C. 10'-0" AFF. 3,YP. BD. SOFFIT 2� SOFFIT DETAIL SCALE: 3/4"=1'-0" SCALE: 1/4" = V-0" LIGHT FIXTURE AND EQUIPMENT SCHEDULE TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP OL -01 - 3 TECH LIGHTING 100 TD PSP24 SW S - PENDANT LIGHT - 120V (FACTORY FINISH) PHILIPS 2,100'K CFL SCREW-IN MOUNTED TO 1'4o" AFF BTM. OF FIXTURE. (1) EL/mdT 23W C51142VUCCL + FA CSA36 (WHITE FINISH) - COMPACT FLUORESCENT - PHILIPS TIPPLE TUBE CFL 4 -PIN PDI - 40 LIGHTOLIER 120V1211V - NEED 11" STEM KIT WITH LUMINAIRE - FIXTURE TO BE MOUNTED (1) PL -T 42W/835/4P/ALTO TO LAY -IN CEILING SYSTEM RI .0 - 6 LIGHTOLIER 8023 CCLP + 58142VU - RECESSED DOWNLIGHT - 120V1211V PHILIPS TIPPLE TUBE CFL 4 -PIN (1) PL -T 42W/835/4P/ALTO R2 - 22 LIGHTOLIER C6T6VW CCDP + C610T&E2 RECESSED DOWNLIGHT - 211V PHILIPS CDM T6 "ELITE" G12 -FIN (1) GDM Elite 10/T6/930 SEE PLAN LIGHTOLIER ADVENT LYTESPAN I AND 2 CIRCUIT TRACK - 120V (WHITE FINISH) INDIVIDUAL: 8'=fo102NBK, JOINER: 8'=6103N5K PLAIN: 8'=6108N5K, 12'=6112N5K SEE PLAN LIGHTOLIER ADVENT LYTESPAN 1 AND 2 CIRCUIT TRACK - I20V (WHITE FINISH) INDIVIDUAL: 4'=6101NBK PLAIN: 4'=6104N5K TI 8 - 54 LIGHTOLIER 81225K + MHTbRNF - TRACK LIGHT - 120V (WHITE FINISH) PHILIPS CDM T6 "ELITE" G12 -PIN NT6RNF CLEAR NARROM FLOOD REFLECTOR (SOLD SEPARATELY) (1) CDM Elite 10/T6/930 T2 t t } - 19 LIGHTOLIER 94118K - TRACK LIGHT - 120V (WHITE FINISH) PHILIPS T5 HO LINEAR FLUORESCENT (U F54T5/835/HO/ALTO FI -8 - 2 MERCURY MP'1132-0GT/ST-C-EL5-UNI - S' - I LITE TANDEM FLUORESCENT STRIP W/ (2) F032/830 321.11 TO FLUORESCENT LAMP PAL 40TSC CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP FI -4 - 8 MERCURY MM-132-OCT-C-EL5-UNI - 4' - I LITE FLUORESCENT STRIP W/ PAL 40TSC (1) F032/830 32W TO FLUORESCENT LAMP CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP Fl -4 - g MERCURY MM-132-OGT-C-EL5-UNI-EMPK/132 - 4' - I LITE FLUORESCENT STRIP W/ (1) F032/830 32W TO FLUORESCENT LAMP EM/NL I PAL 40T8C CRUSH GUARD SAFETY SLEEVE 4 PAL TO CAP F2-4 20 - EXISTING 4'-0" EXPOSED DOUBLE LAMP FLUORESCENT LIGHT FIXTURE. (2) F032/830 32W TO FLUORESCENT LAMP G.G. TO RE -LAMP AS REQUIRED El 8 - I HIGHLITE5 5P -LED -5-R EXIT LIGHT WITH BATTERY PACK E2 - Il ASTRALITE EU -2 -H -W -TD HALOGEN TWO HEAD EMERGENCY LIGHT WITH TIME DELAY MOUNTED AT 13'-6' AFF OR MAX ALLOWABLE BY CODE E3 - 4 LIGHTALARMS EXIT / EMERGENCY 2 -HEAD COMBO, RED LETTERS PART 0- UQLXN500R-2SQ SP O - 6 ROSE DSI&F PENDANT SPEAKER MOUNTED AT 12'-0" AFF. SW O - I ROSE F53 PENDANT SUBWOOFER MOUNTED AT 12'-0" AFF. CCTV - I CCTV MONITOR WITH 9 CAMERAS - BOTTOM AT 12'-0" AFF. CC - 9 VIDEO DOME - CCTV CAMERA (BLACK) D ® 2 - EXISTING FANLIGHT UNIT (1) 100 WATT INCANDESCENT LAMP G.C. TO RE -LAMP AS REQUIRED (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES NL z DENOTES NIGHT LIGHTS EM = DENOTES EMERGENCY LIGHT FOOT LdCKER, I NC. STORE PLANNING DEPT 112 WEST 34TH STRcET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as on architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF D -AM-P srors� PROJECT TITLE I' SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A6mO CH TYRONE PROTOTYPE A) MECHANICAL PLAN A 6_ C M2.0 M2.m M2.0 (E) UNIDENTIFiED DUCT UP THROUGH C (E) MALL SUPPLY / AIQ r)lle-T (E) MALL SUPPLY AIR DUCT-\ ROOF lE) UNIDENTIFIED (E) UNIDENTIFIED DUCTWORK ,W 13'-10" AFF DUCT DOWN LTHROUGH FLOOR P �T T/�� 7/7 CONNECT TO EXISTING HSW HIGH SIDE WALL LSW LOW SIDE WALL MC. MECHANICAL CONTRACTOR EC, ELECTRICAL CONTRACTOR 5 T r AL II II it II II II II II II II II II II II II II II II II II II II II II I MI(R) D 4 I I II II II II II II _ II II II 014/ _J II II II u u u r F r// (E) SDOB �� , - - — — — v _ CE) EF I i R1 e I EF 75 (E) 12 (P — — — (R) SD 4 ( )Sp)SD A- 4 (R) dD _ 'ICY E) 14"x14" 7 m13'-1" AF — — T H(E) I -- VA\,' -2 __ (E) AV- E) 14'�I I E) i 1 ( "0I (E) I ---T— I _ I rz 4 I --- (E) 10°4 --- --- I _ l Y� -�� R) R 7 -- I \ CR RG I I (R) 5D 4 - 4 -1 R) I R) 7 O le ' I I I I I I I I I 6 R� RG I _ef �' I I I I (E) 12"0 I I(E)12 ✓;� I NON SALE \ D_ SA L E I I �— -, I x II (E) 8"XI 3'-5" AFF lz I / J I (E)TE�)I v,/1 ICE / 12"0 —� 10"m 4 (R) SD ---- (R) SDC4 7 I I ► — — — (R) 5D I��I ( )SD q I� O I --� -- �� vAv-I r / (E) 8110 � ^^ II / /1 l N\ -(E) UNIDENTIFIED DUCT VERIFY ALL CONDITIONS IN THE FIELD BEFORE STARTING WORK. HVAC SYSTEM IS TO BE A NEW UNIT BY MECHANICAL CONTRACTOR, REUSING EXISTING DUCTWORK HVAC SYSTEM 15 TO BE NEW, WITH NEW DUCTWORK BY MECHANICAL CONTRACTOR XHVAC SYSTEM IS EXISTING TO REMAIN, MECHANICAL CONTRACTOR TO REUSE/MODIFY DUCTWORK AND PROVIDE SERVICE AND RE -BALANCE AIR -SIDE AS PER LANLORD CRITERIA. HVAC SYSTEM 15 EXISTING TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. 1. CONICAL BELLMOUTH FITTINGS WITH MANUAL BALANCING DAMPER TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE ACCESSIBLE LAY -IN CEILINGS. CONICAL BELLMOUTH FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE INACCESSIBLE DRYWALL CEILINGS WITH BALANCING REQUIRED WITHIN 2 FT. OF DIFFUSER WITH PLASTER FRAME. 2. ROUND RIGID SUPPLY AIR DUCTS SHALL BE EXTERNALLY INSULATED WITH 1.5" THICK, 1.5 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION. 3• FLEX CONNECTIONS TO DIFFUSERS ARE INSULATED FLEX WITH A MAXIMUM LENGTH OF 5 FT. 4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANY DUCTWORK OR ORDERING OF ANY EQUIPMENT. 5. MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. 6. MECHANICAL CONTRACTOR IS TO PROVIDE AND INSTALL FIRE DAMPERS IN ANY EXISTING OR NEW DUCTWORK THAT PENETRATES A FIRE RATED PARTITION AS REQUIRED BY CODE. I. NO FIBERGLASS OR FIBERBOARD DUCTWORK ALLOWED. 8. CONTRACTOR TO SEAL ALL DUCTWORK AIR TIGHT AND IN ACCORDANCE WITH SMACNA AND ASHRAE. 9. CONTRACTOR TO PAINT ALL EXISTING AIR DEVICES TO MATCH NEW FINISHES. COORDINATE WITH GC. SCALE: 3/16"=V-0" ag MECHANICAL GENERAL NOTES (E) UNIDENTIFIED DUCT (E) MALL SUPPLY AIR DUCT SPRI N<LER HEAD -a THE TENANT'S GENERAL CONTRACTOR SHALL RETAIN THE SERVICES OF A STATE LICENSED FIRE PROTECTION CONTRACTOR TO PROVIDE COMPLETE DESIGN SERVICES AND MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM. FIRE PROTECTION CONTRACTOR MUST BE LANDLORD APPROVED. SPRINKLER LOCATIONS MUST BE COORDINATE WITH TENANT REFLECTED CEILING PLAN. ALL MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM MUST BE COORDINATED AND SCHEDULED IN ADVANCE WITH THE MALL OPERATIONS MANAGER SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF THE JOB SITE. VERIFY ALL EXISTING CONDITIONS AND LOCAL CODE REQUIREMENTS PRIOR TO BIDDING. ALL SPRINKLER WORK IS BY LANDLORD CONTRACTOR, AT TENANT EXPENSE, AND SHALL BE COORDINATED WITH ON SITE OPERATIONS DIRECTOR ALL SPRINKLER WORK SHALL BE APPROVED BY THE LANDLORD'S INSURER INSTALL CONCEALED SPRINKLER HEADS IN GYP BOARD CEILINGS THE HVAC SYSTEM AND TEMPERATURE CONTROL SYSTEM SHALL BE IN COMPLIANCE WITH THE LANDLORD'S CURRENT DESIGN/CONSTRUCTION CRITERIA. THE TENANT'S CONTRACTOR MUST OBTAIN A COPY OF THE LANDLORD'S DESIGN CRITERIA AND INSTALLATION DETAILS PRIOR TO BIDDING AND VERIFY ALL EXISTING CONDITIONS AT THE JOB SITE. COORDINATE ALL REQUIRED WORK RELATED TO MALL SYSTEMS WITH THE MALL OPERATIONS MANAGER. lO EXISTING TRANE SIZE 16 FAN POWERED, PARALLEL VAV BOX WITH 10.0 KW ELECTRIC HEAT TO REMAIN. CONTRACTOR SHALL VERIFY PROPER WORKING ORDER AND REPAIR AS REQUIRED. MAINTAIN EXISTING CONTROL WIRING AND LANDLORD INTERFACES. MAINTAIN MAXIMUM VAV BOX AIRFLOW. O EXISTING TRANE SIZE 11 FAN POWERED, PARALLEL VAV BOX WITH 3.0 KW ELECTRIC HEAT TO REMAIN. CONTRACTOR SHALL VERIFY PROPER WORKING ORDER AND REPAIR AS REQUIRED. MAINTAIN EXISTING CONTROL WIRING AND LANDLORD INTERFACES. MAINTAIN MAXIMUM VAV BOX AIRFLOW. O3 EXISTING I5 CFM TOILET EXHAUST FANE� AND EXHAUST DUCTWORK TO REMAIN. CLEAN DEVICE AND REPAIR/REPLACE AS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM O REMOVE SUPPLY AIR DEVICE FROM EXISTING LAY -IN CEILING AND RELOCATE INTO NEW LAY -IN CEILING AS SHOWN ON PLAN. EXTEND DUCTWORK OF EQUAL SIZE AS REQUIRED TO REACH THE NEW LOCATION. MAINTAIN EXISTING SUPPLY AIR BALANCE. O RELOCATE EXISTING LIGHTSTAT THERMOSTAT TO NEW LOCATION SHOWN. EXTEND CONTROL WIRING AS REQUIRED FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. MOUNT THERMOSTAT AT 48" AFF AND COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE. O REMOVE RETURN AIR GRILLE FROM EXISTING LAY -IN CEILING AND RELOCATE INTO NEW LAY -IN CEILING AS SHOWN ON PLAN. O REMOVE ALL RETURN AIR GRILLES FROM EXISTING LAY -IN CEILING CIN SALES AREA) AND RELOCATE INTO NEW LAY -IN CEILING ABOVE CENTER CEILING SOFFIT AREA AS SHOWN ON PLAN. EXISTING QUANTITY OF RETURN AIR GRILLES IS SUFFICIENT TO PROVIDE TENANT RETURN AIR PLUS ADDITIONAL LANDLORD REQUIRED RETURN AIR BASED UPON STOREFRONT OPENING. (50 CFM PER LINEAR FOOT.) O EXISTING SUPPLY AIR DEVICE TO REMAIN. CLEAN AIR DEVICE AND MAINTAIN EXISTING AIRFLOW. O CONTRACTOR SHALL VERIFY THE EXISTENCE OF TRANSFER AIR OPENINGS IN THE DEMISING WALLS TO ALLOW FOR RETURN AIR BACK TO THE LANDLORD'S HVAC SYSTEM. MINIMUM 16 FOOT SQUARE FOOT OPENINGS REQUIRED IN EACH DEMISING WALL. OPENINGS SHALL OCCUR ABOVE THE LAY -IN CEILING. © MECHANICAL CODED NOTES (E) MALL SUPPLY AIR DUCT SYM50L I DESCRIPTION NOTE: ALL SUPPLY AIR DUCTWORK SHALL BE FULLY INSULATED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. ALL DUCTWORK SHALL BE SHEET METAL. FLEX DUCT IS PERMITTED IN 5'-0" MAXIMUM LENGTHS ONLY. THIS CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT SHOWN TO REMAIN 15 FULLY REMOVED AND NOT ABANDONED. REFER TO DEMOLITION PLAN ON SHEET D1.0 FOR ADDITIONAL INFORMATION. NOTE: THE TENANT'S CONTRACTOR MUST RETAIN THE SERVICES OF A LOCAL. REGISTERED, PROFESSIONAL ENGINEER TO DETERMINE EXISTING ROOF FRAMING CONDITIONS AND PROVIDE COMPLETE DESIGN / SHOP DRAWINGS FOR METHOD OF SUPPORT FOR NEW ROOFTOP A/C UNITS. SHOP DRAWINGS / CALCULATIONS MUST BE SUBMITTED TO THE LANDLORD, FOR APPROVAL, PRIOR TO COMMENCING WORK. ALL REQUIRED ROOFING WORK MUST BE PERFORMED BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AT THE TENANT CONTRACTOR'S EXPENSE IN ORDER TO MAINTAIN THE WARRANTY AND INTEGRITY OF THE ROOFING SYSTEM. ® I SUPPLY AIR DIFFUSER SHADING DENOTES BLANK -OFF SYM50L I C)ESGRIPTION r r , MECHANICAL EQUIPMENT I I AS NOTED L_J FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Z Prohibition On Re—use and Copyright Notice: The information and spec ifiu1tions contained within these drawings was prepared for use with the scope of work of the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. L I REVISIONS NO. I DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 31584 SQ. FT. PROJECT #: FL -086 DRAVVN BY: STAFF 0--4, Op DUCT MOUNTED DIFFUSER ® EXISTING TOILET EXHAUST FAN Z RETURN AIR GRILLE OR DUCT OT THERMOSTAT (S -DENOTES SENSOR) A • SPORTS SUPPLY AIR DUCT RISE JJJ TURNING VANES SIMILAR FOR RETURN AIR JJ TV X I SUPPLY AIR DUCT DROP SIMILAR FOR RETURN AIR DUCT TRANSITIONS PROJECT TITLE EXISTING DUCT WORK TO REMAIN. THE TENANT'S CONTRACTOR MUST VERIFY — — — -1 EXACT SIZES AND ROUTING AT THE JOB SITE. EXISTING DUCT WORK TO BE REMOVED _ — — NEW DUCTWORK TO BE FURNISHED AND INSTALLED BY THE TENANT'S CONTRACTOR. CONNECT TO EXISTING — — — DUCTWORK AS REQUIRED. INSULATE TO MATCH EXISTING. @ DRAWING LEGEND BRANCH DUCT SPIN -IN FITTING AND VOLUME DAMPER SD DUCT SMOKE DETECTOR Q5 CONNECT TO EXISTING HSW HIGH SIDE WALL LSW LOW SIDE WALL MC. MECHANICAL CONTRACTOR EC, ELECTRICAL CONTRACTOR SEMINOLE TOWNE CENTER 00 TOWN E CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE MECHANICAL PLAN SHEET NO. M 1 ■ O CH TYRONE PROTOTYPE (�) (E) LUH OI ALL WATER LINES, VENT LINES, DRAIN LINES, SPRINKLER LINES, ETC. SHALL BE OFFSET BELOW PLATFORM AND CONCEALED IN WALL ABOVE PLATFORM. DO NOT ROUTE PIPING, ETC. THROUGH STORAGE SPACE ABOVE PLATFORM OR ABOVE ELECTRICAL EQUIPMENT. O CONNECT NEW 1-1/2" VENT PIPING INTO EXISTING VENT PIPING SYSTEM. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. 0 EXISTING WATER HEATER AND ACCESSORIES (ABOVE RESTROOM PLATFORM) TO REMAIN. VERIFY PROPER WORKING OPERATION, REPLACE WITH EQUAL IF REQUIRED. EXTEND DRAIN/DISCHARGE LINES TO NEW SERVICE SINK LOCATION AS REQUIRED, TERMINATE WITH PROPER AIR GAP. O PROVIDE AND INSTALL NEW HI -LO DRINKING FOUNTAIN EQUAL TO OASIS "PACSL, NON REFRIGERATED. CABINET FINISH: GREYSTONE. NOTE: UPPER UNIT REQUIRED ACCESSORY APRON TO MEET ADA. EXTEND 1/2" CW PIPING FROM NEW LOCATION AND RECONNECT TO EXISTING CW MAIN. PROVIDE NEW 2" WASTE PIPING FROM NEW LOCATION AND TIE INTO EXISTING WASTE/VENT PIPING. REFER TO STACK DIAGRAM ON THIS SHEET FOR ADDITIONAL INFORMATION. VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDINCa. ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED IN AGGORDANGE WITH LANDLORD GRITERIA. GONNEGTION TO EXI5TIN6 UTILITIES MUST BE GOORDINATED AND SGHEDULED IN ADVANGE WITH THE MALL OPERATIONS MANAGER. NOTE: ALL WATERPROOFING IN TOILET ROOM 5HALL BE IN5TALLED BY A LANDLORD APPROVED GONTRAGTOR AT THE TENANT GONTRAGTOR'S EXPENSE AND SHALL BE IN5PEGTED BY THE LANDLORD'5 REPRE5ENTATIVE PRIOR TO THE IN5TALLATION OF THE FIN15H MATERIAL5. VERIFY ALL REQUIREMENTS WITH THE LANDLORD'S DE516N GRITERIA. (E) VTR II IL I I I "(E) 2" I I 1 I I I i I I r. I I ter, (E) 2" J \rFJ "I",lE) 1-1/2° (E) WG �r (E) Q (E) FD(E) 3"(E) 4 I' �y CAP OFF ,.-� I (E) FD (E) 1-1/2"-! (R) LV (E) 3" (R) Lv I *-(E) 1-1/2" CAP OFF I (E) 2" I (E) WCO 5 DE 2 (E) 3 2"-1 (E) 3 JQ�)J PLUMBING PLAN SCALE: 1/2" =1'-0" PLUMBING CODED NOTES C SANITARY STACK _'J Design Weather Parameters & MSHGs FL 086 Seminole FL, 12/11/201'A ,^,owan + Associates 01:52PN Design Parameters: FOOT LOCKER, INC. STARE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL % 5A. ,. EN No (34138 $TATE 4F kr :�► City Name _Sanford DESIGN COOLING:. OA OA PEOPLE AREA DESIGN'HEATING:` O NSTALLED WITH STOP VALVES TO LL PLUMBING FIXTURES SHALL BTO (RISER AISO COOLING DATA AT Jul 1300 , ; , HEATINGDATA AT; DES HTG - COOLING OA DB / Wl390.2°F7,75.0 °F HEATING OA DB 11 / WB,; 37.0 11 OF / 31.1 OF Latitude .._.. ___ _ _ _ _ _ .... .......... .... 28.4 Deg. (E) WC Sensible ," (BTU/hr) " Latent (BTU/hr} Sensible Latent 'D etails(BTUIhr) (BTU/hr) ATE EACH F XTU+RE REFER DIAGRAM Ai` D PLUMB NG Longitude _ _...... _. _._._ _ _.... 81.3 Deg. Elevation .............. ........ _ __._... _..... ..... ._......... _ . _ _._. _ _ ....... ._.. .... .._.............. ........ 105.0 ft OF Summer Design Dry -Bulb .......................... ............................... .............._............ _ ...... ___ ......... ..._ 94.0 F Summer Coincident Wet -Bulb ................ ............ _....... _ _ ........... .._ .... ... ................. ....... ..........__ 76.0 °F Summer Daily Range __ ...................__............... _ ..............._ .._ ... _.__... ......... ..................... ....... ..... 16.6 OF 0 - _t) F[) / 1 - Prohibition On Re use and Copyright Notice: - The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. Winter Design Dry-Bulb........................................_................ .... ............... . 37.0 OF • ••-• • •••- •• ••-• � •�• � - � Winter Design Wet -Bulb ..... ......... ......... ........... __... ... ... ...._..... ........... ......... ........ .................. ... .......... 31.1 °F Atmospheric Clearness Number._, ............ . . _ _ _. .._ _ _. _............................. .._....._... 0.90 SPECIFICATIONS FOR FURTHER INFORMATION. - These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written signing architect and engineer of record authoring these authorization from lyp prohibited documents is strict) rohibited b the law. Average Ground Reflectance .... ....................... ........ ................... ... .................................. ...... .... 0.20 Soil Conductivity 0.800 BTU/(hr-ft-°F) .._.................._ .........._.. .. .. . - ...__................ ..• .Protection Local Time Zone (GMT +/- N hours) . _ . _ _... 5.0 hours / O OR)V C4Y 5323 ft2 D2 O RELOCATE EXISTING SERVICE SINK TO NEW LOCATION SHOWN. EXTEND 1/2" Consider Daylight Savings Time...... ............. . .... .... ............... ................. Yes Daylight Savings Begins..... .... .................. March, 7 Window Transmission 0 ft2 0 - 0 ft2 0 REVISIONS Skylight Transmission Daylight Savings Ends ......... __..................... _ ............_ ............_ ...... ___ . _ .. November, 15 Simulation Weather Data .........._ ........................... ...... _.__....__ _ __ _ _..................... noneN/A 0 HW AND CW PIPING FROM NEW LOCATION AND RECONNECT TO EXISTING HW NO. DESCRIPTION DATE 0 ft2 0 - 0 ft2 0 CurrentData is ... .......................... -----..............._...._............................................_........... User Modified Floor Transmission 3428 ft2 0 - AND CW FEEDS. PROVIDE NEW 3" PVC WASTE PIPING FROM NEW LOCATION Partitions 0 ft2 0 Design Cooling Months ._....... _. __ ____ __._ _ _ _ _ _._._ .. January to December C5 Ceiling 0 ft2 AND TIE INTO EXISTING WASTE/VENT PIPING. REFER TO STACK DIAGRAM 0 ft2 0 - Overhead Lighting 1780 W 4975 - 0 0 - ON THIS SHEET FOR ADDITIONAL INFORMATION. 9218 W 28292 - 0 0 Electric Equipment 600 W 1882 O RELOCATE EXISTING LAVATORY TO NEW LOCATION SHOWN. EXTEND 1/2" HE) 5,4N People _ _o 8174 � fR) 2 0 0 HW AND CW PIPING FROM NEW LOCATION AND RECONNECT TO EXISTING HW Infiltration - 0 0 15153 0 AND CW FEEDS. PROVIDE NEW 1-1/2" PVC WASTE PIPING FROM NEW 0 0 0 0 Safety Factor 10%/10% 6842 1020 10% 1153 LOCATION AND TIE INTO EXISTING WASTE/VENT PIPING. REFER TO STACK » Total Zone Loads. .. .". ". _ 75264 ., ' ... 11220 - = ,. 12879 Zone Conditioning - 90936 11220 - 12179 0 DIAGRAM ON THIS SHEET FOR ADDITIONAL INFORMATION. 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 O CAP OFF PIPING TO DEMOLISHED DRINKING FOUNTAIN. 0% 0 - 0 0 (Return Fan Load 4300 CFM 0 1009 CFM 0 O CONNECT NEW 2" SANITARY LINE INTO THE EXISTING 0 CFM 0 0 0 CFM 0 C®1 Is� I\/ Supply Fan Load 4300 CFM 0 SANITARY. FIELD VERIFY EXACT LOCATION OF 1009 CFM 0 Space Fan Coil Fans 0 - 0 - SANITARY PIPING BEFORE STARLING WORK. COORDINATE 0% 0 0% 0 - Total System Loads" 90936 11220 WITH LANDLORD'S REPRESENTATIVE. O CONNECT NEW 1-1/2" VENT PIPING INTO EXISTING VENT PIPING SYSTEM. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. 0 EXISTING WATER HEATER AND ACCESSORIES (ABOVE RESTROOM PLATFORM) TO REMAIN. VERIFY PROPER WORKING OPERATION, REPLACE WITH EQUAL IF REQUIRED. EXTEND DRAIN/DISCHARGE LINES TO NEW SERVICE SINK LOCATION AS REQUIRED, TERMINATE WITH PROPER AIR GAP. O PROVIDE AND INSTALL NEW HI -LO DRINKING FOUNTAIN EQUAL TO OASIS "PACSL, NON REFRIGERATED. CABINET FINISH: GREYSTONE. NOTE: UPPER UNIT REQUIRED ACCESSORY APRON TO MEET ADA. EXTEND 1/2" CW PIPING FROM NEW LOCATION AND RECONNECT TO EXISTING CW MAIN. PROVIDE NEW 2" WASTE PIPING FROM NEW LOCATION AND TIE INTO EXISTING WASTE/VENT PIPING. REFER TO STACK DIAGRAM ON THIS SHEET FOR ADDITIONAL INFORMATION. VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDINCa. ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED IN AGGORDANGE WITH LANDLORD GRITERIA. GONNEGTION TO EXI5TIN6 UTILITIES MUST BE GOORDINATED AND SGHEDULED IN ADVANGE WITH THE MALL OPERATIONS MANAGER. NOTE: ALL WATERPROOFING IN TOILET ROOM 5HALL BE IN5TALLED BY A LANDLORD APPROVED GONTRAGTOR AT THE TENANT GONTRAGTOR'S EXPENSE AND SHALL BE IN5PEGTED BY THE LANDLORD'5 REPRE5ENTATIVE PRIOR TO THE IN5TALLATION OF THE FIN15H MATERIAL5. VERIFY ALL REQUIREMENTS WITH THE LANDLORD'S DE516N GRITERIA. (E) VTR II IL I I I "(E) 2" I I 1 I I I i I I r. I I ter, (E) 2" J \rFJ "I",lE) 1-1/2° (E) WG �r (E) Q (E) FD(E) 3"(E) 4 I' �y CAP OFF ,.-� I (E) FD (E) 1-1/2"-! (R) LV (E) 3" (R) Lv I *-(E) 1-1/2" CAP OFF I (E) 2" I (E) WCO 5 DE 2 (E) 3 2"-1 (E) 3 JQ�)J PLUMBING PLAN SCALE: 1/2" =1'-0" PLUMBING CODED NOTES C SANITARY STACK _'J Design Weather Parameters & MSHGs FL 086 Seminole FL, 12/11/201'A ,^,owan + Associates 01:52PN Design Parameters: FOOT LOCKER, INC. STARE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL % 5A. ,. EN No (34138 $TATE 4F kr :�► City Name _Sanford DESIGN COOLING:. OA OA PEOPLE AREA DESIGN'HEATING:` Location...... ................. . _.... _ . _. _ _ _ _. _ _ _.... _ Florida 15 3428 1.5 0.12 COOLING DATA AT Jul 1300 , ; , HEATINGDATA AT; DES HTG - COOLING OA DB / Wl390.2°F7,75.0 °F HEATING OA DB 11 / WB,; 37.0 11 OF / 31.1 OF Latitude .._.. ___ _ _ _ _ _ .... .......... .... 28.4 Deg. Details Sensible ," (BTU/hr) " Latent (BTU/hr} Sensible Latent 'D etails(BTUIhr) (BTU/hr) Window & Skylight Solar Loads Longitude _ _...... _. _._._ _ _.... 81.3 Deg. Elevation .............. ........ _ __._... _..... ..... ._......... _ . _ _._. _ _ ....... ._.. .... .._.............. ........ 105.0 ft OF Summer Design Dry -Bulb .......................... ............................... .............._............ _ ...... ___ ......... ..._ 94.0 F Summer Coincident Wet -Bulb ................ ............ _....... _ _ ........... .._ .... ... ................. ....... ..........__ 76.0 °F Summer Daily Range __ ...................__............... _ ..............._ .._ ... _.__... ......... ..................... ....... ..... 16.6 OF 0 - 0 ft2 - Prohibition On Re use and Copyright Notice: - The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. Winter Design Dry-Bulb........................................_................ .... ............... . 37.0 OF • ••-• • •••- •• ••-• � •�• � - � Winter Design Wet -Bulb ..... ......... ......... ........... __... ... ... ...._..... ........... ......... ........ .................. ... .......... 31.1 °F Atmospheric Clearness Number._, ............ . . _ _ _. .._ _ _. _............................. .._....._... 0.90 0 - These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written signing architect and engineer of record authoring these authorization from lyp prohibited documents is strict) rohibited b the law. Average Ground Reflectance .... ....................... ........ ................... ... .................................. ...... .... 0.20 Soil Conductivity 0.800 BTU/(hr-ft-°F) .._.................._ .........._.. .. .. . - ...__................ ..• .Protection Local Time Zone (GMT +/- N hours) . _ . _ _... 5.0 hours Roof Transmission 5323 ft2 These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Act of 1990. - 5323 ft2 11527 Consider Daylight Savings Time...... ............. . .... .... ............... ................. Yes Daylight Savings Begins..... .... .................. March, 7 Window Transmission 0 ft2 0 - 0 ft2 0 REVISIONS Skylight Transmission Daylight Savings Ends ......... __..................... _ ............_ ............_ ...... ___ . _ .. November, 15 Simulation Weather Data .........._ ........................... ...... _.__....__ _ __ _ _..................... noneN/A 0 - NO. DESCRIPTION DATE 0 ft2 0 - 0 ft2 0 CurrentData is ... .......................... -----..............._...._............................................_........... User Modified Floor Transmission 3428 ft2 0 - 3428 ft2 0 Partitions 0 ft2 0 Design Cooling Months ._....... _. __ ____ __._ _ _ _ _ _._._ .. January to December 0 ft2 0 Air System Design Load Summary for (E) Vav's project Name: FL 086 Seminole FL 12/11/201: 'repared by: Cowan + Associates 01:52PN MINIMUM OA PER ASHRAE 62.1 2010 SPACE DESIGN COOLING:. OA OA PEOPLE AREA DESIGN'HEATING:` 5ALE5 15 3428 1.5 0.12 COOLING DATA AT Jul 1300 , ; , HEATINGDATA AT; DES HTG - COOLING OA DB / Wl390.2°F7,75.0 °F HEATING OA DB 11 / WB,; 37.0 11 OF / 31.1 OF ZONE LOADS Details Sensible ," (BTU/hr) " Latent (BTU/hr} Sensible Latent 'D etails(BTUIhr) (BTU/hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - Wall Transmission 0 ft2 0 - 0 W 0 Roof Transmission 5323 ft2 25098 - 5323 ft2 11527 - Window Transmission 0 ft2 0 - 0 ft2 0 Skylight Transmission 0 ft2 0 - 0 ft2 0 Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 3428 ft2 0 - 3428 ft2 0 Partitions 0 ft2 0 0 ft2 0 Ceiling 0 ft2 0 0 ft2 0 - Overhead Lighting 1780 W 4975 - 0 0 - Task Lighting 9218 W 28292 - 0 0 Electric Equipment 600 W 1882 0 0 People 51 8174 10200 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous 0 0 0 0 Safety Factor 10%/10% 6842 1020 10% 1153 0 » Total Zone Loads. .. .". ". _ 75264 ., ' ... 11220 - = ,. 12879 Zone Conditioning - 90936 11220 - 12179 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 (Return Fan Load 4300 CFM 0 1009 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 4300 CFM 0 1009 CFM 0 Space Fan Coil Fans 0 - 0 - Duct Heat Gain / Loss 0% 0 0% 0 - Total System Loads" 90936 11220 2 :12179 Central Cooling Coil 90936 11225 -14763 0 Preheat Coil 0 - 0 Terminal Reheat Coils - 01 _ 26942 _ >> Total Condltioning .:. ; ; .. • . . , r 90936[1' . ; . 11225 .. :. >- 12179 ; ;: 0 Key: ; : " Positive values "are clg loads Negative values are hit loads. . ;Positive values are; htg,loads ;.." .. . Negatift values are clg' loads MINIMUM OA PER ASHRAE 62.1 2010 SPACE MAX. OCCUPANCY AREA NO. OUTDOOR AIR OA CFM/SF PERSONS/1000 50. FT. 50. FT. PEOPLE CFM PER PERSON OA OA PEOPLE AREA OA SUBTOTA 5ALE5 15 3428 1.5 0.12 383 CORRIDOR - 212 - - 0.06 - 13 13 5TOCK RM - 1683 - - 0.12 - 202 202 TOTAL REQUIRED: 1009 CFM 010 CFM MINIMUM OA PROVIDED THROUGH MALL'S SUPPLY AIR TOTAL PROVIDED: 1010 CFM HVAC LOAD SUMMARY & MINIMUM VENTILATION REQUIREMENTS DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF Cl-LAMPS SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE MECHANICAL DETAILS SHEET NO. M2mO_ CH TYRONE PROTOTYPE FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET WHITE PLUGMOLD (TYP.) 14 WHITE PLUGMOLD WHITE PLUGMOLD 19 NEW YORK, NY 10120 g B-2 B-46.8 , TO TELEPHONE BOARD . . . . . . . .I . .. . . . . . . . . . . . . PROJECT COORDINATOR: — — — J B-1 B-20 13 T(T2 5 (TYP.) COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. O NETWORKING CABINET SEE � 1 I�1.® B-33 B-35 ' DETAIL '2' AND DETAIL '5' ON B-31 6 8 B-7 SUITE 100 SHEET E4.0 FOR MOUNTING VAV-2 62 2 l WORTHINGTON, OH 43085 INFQR1vCAfit01�1.- _ 7- O _ _ _ — _ _ _ _ r I PHONE: (614) 436-0100 — I FI L_� �__— LJ 4 7 CONTACT: BRUCE MOODY 21 B-21 0 26 4 B-18 B-16 ARCHITECT: 20 8�G. B-4 72"i. F--_F -F --T --- _� 30 /3 Pa/ „ B-28 --+----�---+-- -{-- NF�DISC. 8-19 " L _ _ _ _ —1 _ _ _ _ _I� _ _ II WILLIAM PHILIP WHITE 10 438 E. WILSON BRIDGE RD. I�I ---BLACK PLUGMOLD E VAV-2aSUITE 3 OS 100 r---T---T---T----F 13 TYP.) WORTHINGTON, OH 43085 -1 —+—+---+---+— I PHONE: (614) 436-0100 II _ CONTACT: BRUCE MOODY 15 r I 60A/3 POLE/ O0I I NF DISC. ENGINEER: GFI r--_T_ _T---T---T—� I 3 11 i ----} ------+---+—� I L-_ F 1 l (E) vav-1 I I JAMES A. KNOCHEL P.E. O GFI I A-14 438 E. WILSON BRIDGE RD. B-13 B-15——— —— —— ——-I- — --I I SUITE 100 T—T—T— WORTHINGTON, OH 43085 L —_—_L---__L _L _— -- —J_L _ _ — _ _ _ _ _ _ _ PHONE: (614) 436-0100 F o _ _ _ _ CONTACT: JIM KNOCHEL I--Jl o 0 GF I F-- -r—__T._-----T---� F _ +----+----+---+---� B-9 L-----------�---J SEAL I F .� GEN •• �'•� I L___—L_ _.�___�—_—�— —� — — �i No 64138 i I I I . :b IRSTATE OF Z1 ' �� II 13 TYP. A • • ,, �4NAL.��r�` B-5 BLACK PLUGMOLD O I I L SF $ B-10 6 B-3a (TYP.) B-32 WHITE PLUGMOLD -34 B-36 13 B-14 Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared �~ B_5 B-14 VA1/-I for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work 16 B_24 • unless expressly authorized in writing by the signing architect and engineer of these documents is by the law. (TIE) " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . record authoring strictly prohibited These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written WHITE PLUGMOLD authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. DATE: 12-13-12 SCALE: AS NOTED SCALE: 1 ELECTRICAL POWER PLAN 3/1611 = 1 1-011 GROSS AREA: 5,503 SQ. FT. ALL SYMBOLS DO NOT NECESSARILY APPLY (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES SALES AREA: 31584 SQ. FT. PROJECT #: FL-086 SYMBOL DESCRIPTION MOUNTING HGT. TO CENTERLINE UNLESS OTHERWISE NOTED SYMBOL DESCRIPTION MOUNTING HGT. TO CENTERLINE UNLESS OTHERWISE NOTED SYMBOL DESCRIPTION MOUNTING HGT. TO CENTERLINE UNLESS OTHERWISE NOTED Q WIRED JUNCTION BOX SEE DRAWINGS MANUAL MOTOR STARTING SWITCH W/ PILOT LIGHT 46" A.F.F. (TYP) FIRE ,ALARM BREAK STATION 48" A.F.F. (TYP) DRAWN BY: STAFF DUPLEX RECEPTACLE, 3 WIRE GRD. TYPE, 20A 18" AFF. (TYP) N TELEPHONE OUTLET IS" A.F.F. (TYP) El FIRE ALARM AUDIO/VISUAL SIGNAL DEVICE 80" A.F.F. (TYP) UIP DUPLEX RECEPTACLE, WEATHERPROOF,20A 10" AFF. (TYP) < DATA OUTLET 16" A.F.F. (TYP) Qs SMOKE DETECTOR AT FINISH CEILING • SPORTS :3QCsFI GROUND FAULT PROTECTED DUPLEX RECEPTACLE, 20A 18" AFF. (TYP) 15" AFF. (TYP) FIRE ALARM VISUAL SIGNAL DEVICE 60" A.F.F. (TYP) QUADRAPLEX WALL RECEPTACLE, 20A IS" A.F.F. (TYP) 18" A.F.F. (TYP) PANIC EXIT DOOR LOCK G.F.I. LU/LIGHT a SWITCH AS REQUIRED =ZZP SAFETY SWITCH AS REQUIRED ® HVAC DUCT MOUNTED SMOKE DETECTOR Eil PUSHBUTTON STATION 48" AFF. (TYP) ® MAGNETIC MOTOR STARTER AS REQUIRED ® LOW VOLTAGE BUZZER TRANSFORMER AS REQUIRED COMBINATION STARTER/SAFETY SWITCH AS REQUIRED a DOOR BUZZER 54" AFF. (TYP) ® MOTOR OUTLET - I PHASE AS REQUIRED 0 20AMP, 120V., ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLE (HUBBELL #IG-5362) 08 WIRE THROUGH LIGHTING CONTACTOR LC-2 CONTROLLED BY TIME 18 (NOT USED) 81-p1. PROJECT TITLE FOR CASH REGISTERS. DO NOT INSTALL WITH ANY OTHER CIRCUITS. LOCATE CLOCK. REFER TO SHEET E3.0 FOR MORE INFORMATION. J RECEPTACLES AT CASH/WRAP COUNTER AS DIRECTED BY OWNER/ARCHITECT. RUN 2 010, 1 #12 THHN AND 1 #12 ISOLATED GRD. PER CIRCUIT IN A COMMON 1" CONDUIT IN FLOOR O MOUNT DUPLEX RECEPTACLE VERTICALLY BELOW COUNTER AT 18" A.F.F. TO CENTER OF 19 MOUNT SALES AREA DUPLEX RECEPTACLES AND GOVERPLATE5 AT 18" A.F.F., WHERE 1111 SLAB TO WALL, UP WALL AND TO PANEL. RECEPTACLE, AND 38-1/2" RIGHT OF BACKWRAP CENTERLINE. RECEPTACLES ARE LOGATED BEHIND WALL PANELS, MOUNT HORIZONTALLY AT 8" A.F.F.. M M i SEMINOLE TOWNE CENTER ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL AT PANELS 'A' 4 'B' TYPED O „ 1 CONDUITS RUN IN FLOOR. CUT AND PATCH FLOOR REQUIRED. COORDINATE FLOOR CUTTING WITH LANDLORD PRIOR TO STARTING WORK. 10 EXISTING VARIABLE AIR VOLUME UNITS (VAV-1,VAV-2). REUSE EXISTING CONDUCTORS CIRCUIT TO PANEL AS INDICATED. RECEPTACLES AND GOVERPLATES SHALL BE WHITE WHERE MOUNTED ON GOLUMN5. RECEPTACLES AND GOVERPLATES SHALL BE BROWN WHERE a �^ �� 00 TOWNE CENTER CIRCLE PANEL DIREGTORY WITH ALL 6IRGUIT5 AGGURATELY DESCRIBED PRIOR TO AND CONDUIT. MOUNTED ON SALES WALLS. STORE OPENING. O RECEPTACLES AND COVERPLATES WITH AN "SF" DESIGNATION SHALL BE FLUSH MOUNTED 20 IF NOT EXISTING PROVIDE 20AMP, 120V., ISOLATED 6ROUND/DEDIGATED CIRCUIT, SANFORD, FL 32771 IN CEILING AT STOREFRONT, PARALLEL TO STOREFRONT GLASS, CIRCUIT TO PANEL AS 11 EXISTING WATER HEATER-120V, 1.5KW TO REMAIN FIELD VERIFY EXACT LOCATION. #I6-5362) PANEL SPACE K04 ALL REGEPTAGLES AND SWITCH PLATES IN SALES AND NON-SALES AREA SHALL INDICATED. (NEC ART. 210-62) RECEPTACLE (HUBBELL MOUNTED AT 48" A.F.F. DO NOT INSTALL WITH ANY OTHER �� BE WHITE UNLESS DIRECTED OTHERWISE.GIRGUIT5 TYPICAL MOUNTING HEIGHT 15 Ib" A.F.F. O TELEPHONE OUTLET (VOICE). USE 4" SQUARE JUNCTION BOX WITH PHONE JACK AND RUN 2 #12 THWN AND 1 #12 ISOLATED ORD. IN 51N6LE 3/4" GONDUIT BACK TO PANEL FOR COMPUTER TERMINAL. LOCATION / EXCEPT AT COUNTERS OR MANAGERS DECK. COVERPLATE. RUN 1" EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. 12 (NOT USED) 21 IF NOT EXISTING PROVIDE A DEDICATED QUAD RECEPTACLE FOR A/V SYSTEM MOUNTED AT � 14508 SUMMARY nF TELEPHONE LINE REQUIREMENTS- 13 E.C. SHALL FURNISH AND INSTALL NEW 6' PLUGMOLD SECTION MOUNTED ABOVE NEW 48" A.F.F. TO BE FURNISHED AND INSTALLED BY AUDIO/VIDEO CONTRACTOR. TENANI E.G. TO — — — — —� — — — — STORE NO. ALL CONDUITS SHALL BE CONGEALED IN WALLS AND OUTLET BOXES SHALL BE (1) LINE REQUIRED AT MANAGER S DESK FOR HANDSET. SLAT-WALL AROUND W-10" A.F.F. RECEPTACLES TO BE LOCATED ALONG PLUGMOLD AL50 FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V LOGATION5 AS REQUIRED / FLUSH WITH FINISHED WALL UNLE55 OTHERWISE (1) LINE REQUIRED AT NETWORKING CABINET. ASSEMBLY AT 24" O.C. WIREMOLD CAT# 24S7218GBX991V OR EQUAL. E.C. SHALL INSTALL BY AN VENDOR. CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. / (1) DEDICATED PHONE LINE AT CASHWRAP FOR CREDIT VERIFICATION, EQUIPMENT, COUPLINGS BETWEEN TO CONNECT CIRCUITING BETWEEN SECTIONS OF PLUGMOLD (NO ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRIC CODE MODEM, ETC. REFER TO CABLE BLOCK DIAGRAM ON SHEET E4.0. MORE THAN (5) 6' SECTIONS PER 20A CIRCUIT). SUBMIT COLOR TO TENANT FOR SHEET TITLE AND ALL LOCAL CODES AND ORDINANCES. 5 O 20AMP, 120V., DUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER. APPROVAL PRIOR TO PROCUREMENT. LOCATE RECEPTACLES AT CASH WRAP COUNTER AS DIRECTED BY OWNER. RUN 2 #12 14 EXISTING ELECTRIC SERVICE EQUIPMENT TO REMAIN. SEE RISER DIAGRAM AND PANEL II THW AND 1 #12 GRD IN 1" CONDUIT IN FLOOR SLAB TO WALL, RUN UP WALL TO JUNCTION BOX AND CONNECT TO CIRCUIT INDICATED. REFER TO CABLE BLOCK DIAGRAM SCHEDULES ON SHEET E3.0 FOR ADDITIONAL INFORMATION. I I I ELECTRICAL NS 15 POWER AND SECURITY CAMERAS TO BE FURNISHED AND INSTALLED BY CHAMPS VENDOR. ON SHEET E4.0. TEL. CONDUIT_ I POWER PLAN 60 INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARDS #1786C-B PUSH 16 IF NOT EXISTING TENANT E.0 TO PROVIDE DEDICATED 120V., 1 PH. FOR EXIT DEVICE. THIS BUTTON AT REAR DOOR, #590 TRANSFORMER, #725 BUZZER AT MANAGER'S DESK AND AT PANIC DEVICE TO BE INSTALLED BY THE TENANT'S CONTRACTOR-A POWERSUPPLY FOR SPARE CASH WRAP AS INDICATED. REUSE EXISTING DEVICES WHERE POSSIBLE. ALARM NEEDS TO BE INSTALLED ADJACENT TO THE DOOR FRAME. SEE DETAIL '6' ON ISOLATED GROUND -- — — — — — — O PROVIDE JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN CONCEALED LOCATION AND FINAL CONNECTION FOR 120 VOLT SIGNS. SIGNS FURNISHED BY TENANT. COORDINATE EXACT SHEET E4.1. 17 1/2" EMPTY CONDUIT WITH PULL STRING FROM AC UNIT TO THERMOSTAT. REFER TO CIRCUIT CONDUIT UTILITY POWER CONDUIT SHEET NO. El LOCATIONS WITH TENANT'S CONSTRUCTION MANAGER. MECHANICAL DRAWINGS FOR EXACT LOCATION, ■ 2 GENERAL POWER NOTES 3 POWER CODED NOTES @ TYP. CONDUIT STUB-UP @ CASHWRAP CH TYRONE PROTOTYPE FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE i=LANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ELECTRICAL CONTRACTOR TO POSITION TRACK LIGHTS TOWARD MERCHANDISE DISPLAYS ON PERIMETER 4 IN SHOW WINDOWS. IC3�I LIGHTING GENERAL NOTES I. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS CF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COOrDINATION OF THIS WORK ANL) THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 2. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. 3. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES. 4. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE 120 VOLT WITH BATTERY BACKUP. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. LIGHT FIXTURE AND EQUIPMENT SCHEDULE TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP DL -01 ffa 3 TECH LIGHTING 100 TD PSP24 SW S - PENDANT LIGHT - 120V (FACTORY FINISH) PHILIPS 2,100% CFL SCREW -N O 10 O O MOUNTED TO 1'-b" AFF BTM. OF FIXTURE. lU EL/mdT 23W TIME OVERRIDE GEN. SALES 50% GEN. CS1142VUCCL + FA CSA36 (WHITE FINISH) - COMPACT FLUORESCENT - PHILIPS TIPPLE TUBE CFL 4 -PIN PDI LTG. - 40 LIGHTOLIER 120V/211V - NEED 11" STEM KIT WITH LUMINAIRE - FIXTURE TO BE MOUNTED (1) PL -T 42W/835/4P/ALTO TO LAY -N CEILING SYSTEM R1 ¢ - 6 LIGHTOLIER 8023 CCLP + 881424 - RECE88ED DOWNLIGHT - 120V1211V PHILIPS TIPPLE TUBE CFL 4 -PN (1) PL -T 42UY835/4P/ALTO R2 22 LIGHTOLIER C&T&YW CCDP + C610T6E2 RECESSED DOWNLIGHT - 211V PHILIPS CDM Tb "ELITE" G12 -PN (l) CDM Elite 10/76/930 SEE PLAN LIGHTOLIER ADVENT LYTESPAN 1 AND 2 CIRCUIT TRACK - 120V (WHITE FINISH) INDIVIDUAL+ 8'■6101NIK JOINER 81-6103NBK PLAN: 8'-610&4 K, 12'■6112NIX SEE PLAN LIGHTOLIER ADVENT LYTESPAN 1 AND 2 CIRCUIT TRACK - 120V (WHITE FINISH) INDIVIDUAL: 4'■&IVNBK PLAIN: 4'■6104NBK TI 7 54 LIGHTOLIER 812219K + MHT6RNF - TRACK LIGHT - 120V (WHITE FINISH) PHILIPS CDM T6 "ELITE" G12 -PN NT&W CLEAR NARROM FLOOD REFLECTOR (SOLD SEPARATELY) (1) CDM Elite 10/Tb/930 T2 o - 19 LIGHTOLIER 13411BK - TRACK LIGHT - 120V (WHITE FNISH) PHILIPS T5 HO LINEAR FLUORESCENT (U F54T5/835/140/ALTO FI -8 _ 2 MERCURY MM132-OGT/BT-C-ELB-UNI - 8' - I LITE TANDEM FLUORESCENT STRIP W/ (2) P032/830 32W T8 FLUORESCENT LAMP PAL 40TSC CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP FI -4 1233333MM 8 MERCURY MM-132-OCT-C-EL5-UNI - 4' - I LITE FLUORESCENT STRIP W1 PAL 40TOC (1) F032/830 324 T8 FLUORESCENT LAMP CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP FI -4 ® 9 MERCURY MM-132-OCT-C-ELB-UNI-EMPK/132 - 4' - I LITE FLUORESCENT STRIP W/ EM/NL PAL 40TSC CRUSH GUARD SAFETY SLEEVE t PAL T8 CAP (1) F032/830 324 T8 FLUORESCENT LAMP F2-4 20 - EXISTING 4'-0" EXPOSED DOUBLE LAMP FLUORESCENT LIGHT -FIXTURE. (2) P032/830 32W T8 FLUORESCENT LAMP G.C. TO RE -LAMP AS RECIUIRED EI ® - I HIGHLITES BP -LED -5-R EXIT LIGHT WITH BATTEPY PACK E2 II ASTRALITE EU -2 -H -W -TD HALOGEN TWO HEAD EMERGENCY LIGHT WITH TIME DELAY MOUNTED AT 13'-b' AFF OR MAX ALLOWABLE BY CODE E3 4 LIGHTALARMS EXIT / EMERGENCY 2 -HEAD COMBO, RED LETTERS PART a 0000GO0R-28Q SP _ ® 6 BOSE 0816F PENDANT SPEAKER MOUNTED AT I2'-0" AFF. SW ® - 1 BOSE F83 PENDANT SUBWOOFER MOUNTED AT 12'-0" AFF. CCN I CCTV MONITOR WITH 9 CAMERAS - BOTTOM AT 12'-0" AFF. CC - 9 VIDEO DOME - CCTV CAMERA (BLACK) D ® 2 i i EXISTING I FANLIGHT UNIT G.G. TO RE -LAMP AS REQUIRED (U 100 WATT INCANDESCENT LAMP (E) - EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) ■ EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES NL - DENOTES NIGHT LIGHTS EM - DENOTES EMERGENCY LIGHT �I ELECTRICAL LIGHTING PLAN FOOT LOCKER, INC. 0 2 (1 STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ELEGTRIGAL 5YMBOLS MOUNTING HCGT. TO CENTERLINE ALL SYMBOLS DO NOT NECESSARILY APPLY UNLESS OTHERY415E NOTED ® 15" VGA MONITOR (Q) MINI DOME CAMERA APV MONITOR WITH CAMERA CCTV SYSTEM: G.G. TO MOUNT ELECTRICAL BOX, PAINTED BLACK, AT UNDERSIDE OF UNISTRUT WITH 3/4" DIA. BLACK CONDUIT TO ELECTRICAL BOX, PAINTED BLACK AT 12'-0" A.F.F. FOR EACH CAMERA LOCATION. CCTV VENDOR TO ENSURE ALL WIRES ARE BLACK, PLENUM RATED AND BUNDLED WITH BLACK NYLON TIES. VERIFY LOCAL CODE REQUIREMENTS FOR LOW VOLTAGE CCTV. 2)I LIGHTING CODED NOTES TELEVISIONS: TO BE INSTALLED BY VENDOR WTH PEERLESS CEILING MOUNT. TENANT G.C. TO COORDINATE ELECTRICAL. G.C. TO SUPPLY AND INSTALL UNISTRUT FROM STRUCTURE ABOVE. TO BE MOUNTED AT V-0" A.F.F. TO BOTTOM OF MONITOR AND BRACKET. AIV VENDOR TO MAKE FINAL CONNECTION BETWEEN MONITORS AND TO A55URE COMPATIBLE PICTURE DISPLAY. G.G. TO ENSURE ALL TELEVISION MONITORS HAVE SAFETY STRAPS PROPERLY SECURED PER TRUSS SYSTEM MFG'S INSTRUCTIONS AND SPECIFICATIONS. OI FIXED CAMERA (MINI DOME) SALES FLOOR - REFER TO CAMERA DIRECTIONAL ARROW ON PLAN - COLOR CAMERA W/4-8.0mm AIVF LENS O WIRE THRU LIGHTING CONTACTOR 'LC -2' CONTROLLED BY TIME CLOCK. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0. O WIRE THRU LIGHTING CONTACTOR 'LC3', CONTROLLED BY THE TIME CLOCK AND THRU SWITCH 'd'. SEE SWITCH BANK DETAIL 4 ON THIS SHEET. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0 4O ALL SALES EMERGENCY EGRESS LIGHTS/EXIT SIGNS TO BE CIRCUITED TO LIGHTING CIRCUIT A-4 AHEAD OF ANY SWITCHES OR LIGHTING CONTACTORS. O SALES NIGHT LIGHTS TO BE WIRED TO CIRCUIT A-4. © WIRE THROUGH LIGHTING CONTACTOR LC -I CONTROLLED BY SWITCH "c" AND TIMECLOCK. SEE LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0. CONTACTOR SHALL BE WALL MOUNTED ADJACENT TO LIGHTING PANEL. SEE SWITCH BANK DETAIL ON THIS SHEET AND "POWER RISER" ON SHEET E3.0. O CAMERA 0 1 FRONT ENTRANCE PUBLIC VIEW (MINI D01"!E)ADVANCED PUBLIC VIEW (PENDANT MOUNT)COLOR CAMERA w/4-8.0mm AIVF LENS. ® MASTER SWITCH BANK TO BE LOCATED AT REAR DOOR TO SALES AREA. SEE DETAIL '4' ON THIS SHEET. O WIRE THRU LIGHTING CONTACTOR LC3 FOR GENERAL SALES LIGHTING CONTROLLED BY TIME CLOCK AND THRU SWITCH 'a'. SEE SWITCH BANK DETAIL 4 ON THIS SHEET. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0 10 WIRE THRU LIGHTING CONTACTOR LC3 FOR 50% GENERAL SALES LIGHTING CONTROLLED BY TIME CLOCK AND THRU SWITCH V. SEE SWITCH BANK DETAIL 4 ON THIS SHEET. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0 II EMERGENCE FIXTURES TO BE AIRED TO LOCAL CIRCUIT AHEAD OF ALL SAITCHING AND ENERGY MANAGEMENT 5Y5TEM CONTROL. 12 EXISTING LIGHTHAUSE TO BE RELOCATE TO THIS LOCATION. 13 WIRE THRU LIGHTING CONTACTOR 'LC3', CONTROLLED BY THE TIME CLOCK AND THRU SWITCH INDICATED. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0 SALES SALES 5ALE5 NON -SALES STORE AREA AREA AREA AREA ffa ffb ffc ffd O 10 O O TIME OVERRIDE GEN. SALES 50% GEN. SALES DISPLAY STOCK ROOM SWITCH LTG. SALES LT6. LT(5. LTG. 'TOS -I' 4)1 MASTER LIGHTING SWITCH BANK I SCALE: 3/16° = 1'-O" PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL "Y'/Z Prohibition On Re—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF LLCfiAM- � PS S P 0 R T t:�� PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE ELECTRICAL LIGHTING PLAN SHEET NO. E2nO CH TYRONE PROTOTYPE PORT A55IGNMENT DATA JACK 1 (DATA 01)17771 U -+ DATA JACK 3 (DATA 03) REFERENCE GUIDE — CASHWRAP: VOICE OUTLET SCREW (l) BLUE PAIR LOCATION RECEIVES ITS OWN VOICE OUTLET). (2) ORANGE PAIR 20 AMPS) WOOD SHELF. REAR SERVICE DOOR BUZZER (TYP 2) (3) GREEN PAIR Prohibition ti Re -use and Copyright c Notice: P)T9 The information and specifications contained within these drawings was prepared (4) BROWN PAIR CASHWRAP COUNTERS MAY REQUIRE MORE CABLE AND JACKS TO BE INSTALLED (SEE MANAGER'S DESK: o o e (5) BLUE PAIR IVORY COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL VOICE (ro) ORANGE PAIR DSL (1) GREEN PAIR information for other projects at other locations or differing scopes gi work unless expressly authorized in writing by the signing architect and engineer of (8) BROWN PAIR ORANGE COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL DATA LOCATIONS. NETWORKING CABINET: (9) BLUE PAIR PHONE (10) ORANGE PAIR ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER). (11) GREEN PAIR NETWORKING BOX. (12) BROWN PAIR These drawings and specifications, and the information contained within, are THESE LINES REPRESENT A JUMPER WIRE THAT TIES MAIN PHONE TO BACK OFFICE VOICE AND BACKUP MODEM JACK 1�11)I 66 BLOCK WIRING DETAIL (2) VOICE LINE 1 (1) DSL ONLY VOICE 66 BLOCK- STORE DEMARC (25 PAIR 6(o BLOCK) l \ CASH WRAP VOICE OUTLET WIRING DETAIL CAT 5E CABLE TO CASHWRAP VOICE OUTLET CAT 5E GABLE TO MANAGER'S DESK VOICE OUTLET CAT 5E GABLE TO NETWORKING CABINET VOICE OUTLET NO SCALE '4) BACKUP MODEM -INE ONLY CAT 5E CABLE TO 66 BLOCK 3) VOICE LINE 2 DATA JACK 6 (DATA 06. DRAWING REPRESENTS (2) GAT 6 CABLES PER SIDE TO CABINET PANEL DATA JACK 5 (DATA 05) MANAGER'S DESK DATA OUTLET WIRING DETAIL DATA JACK 8 (DATA 08) DRAWING REPRESENTS (2) CAT 6 CABLES PER SIDE TO CABINET PANEL DATA JACK 7 (DATA 01) ONE CAT 6 QUAD OUTLET TO BE LOCATED AT EACH BACK OFFICE MANAGER'S DESK LOCATION. (COMBO 5TORE5 MAY HAVE MORE THAN ONE BACK OFFICE LOCATION). ORANGE COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL DATA LOCATIONS. (MANUFACTURE BRANDS t0 BE USED- BELKIN, LEVITON, AND ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER). ALL CABLE RUNS WILL TERMINATE TO A CAT 6 PATCH PANEL IN THE NETWORKING CABINET. (REFERENCE 5/E4.0- WALL MOUNTED NETWORKING CABINET WIRING DETAIL) ALL WIRING t0 BE TERMINATED TO TIA/EIA-B STANDARD WITH T5685 rIN OUT. 7 )1 MANAGER'S DESK DATA WIRING DETAIL DATA JACK 2 (DATA 02) DRAWING REPRESENTS (2) CAT 6 CABLES PER SIDE TO CABINET PANEL. CASHWRAP DATA OUTLET WIRING DETAIL NO SCALE DATA JACK 4 (DATA 04) DRAWING REPRESENTS (2) CAT 6 CABLES PER SIDE TO CABINET PANEL. NOTIGE TO GENERAL GONTRAGTOR: SEE IO/E4.1 AND I/E4.1 FOR DATA AND PHONE SY5TEM5 5PEG11= GATION5. 3" GROMMET HOLES (TYPICAL) / RIGHT REGISTER VOICE OUTLET SCREW SECURELY IN PLACE. SEE WIRING DETAIL 10/E4.0 FOR PIN OUT. DATA OUTLET SCREW SECURELY IN PLACE. — — SEE WIRING DETAIL &/E4.0- 1020 0@� GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED FOUR- 1" CONDUITS WITH PULL STRINGS TO CASHWRAP COUNTER NOTE: THERE SHALL BE I" CLEAR SPACE BETWEEN CONDUITS. CONDUITS SHALL BE CENTERED UNDER THE RIGHT MOST REGISTER WELL. 01- FOR CAT 5E TELEPHONE AND CAT 6 DATA CABLE 02- FOR FUTURE TELEPHONE AND DATA CABLE USE- e3- FOR DEDICATED ELECTRICAL OUTLETS 04- FOR GENERAL ELECTRICAL POWER TENANT'S GENERAL CONTRACTOR SHALL TERMINATE THE OTHER END OF SPARE CONDUIT WITH PULL STRING AT I4'-0" AFF. ON STOCKROOM SIDE OR SALES/STOCK WALL. TENANT'S GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL) WIRED TO PANEL BOARD. RECEPTACLES SHALL BE HUBBELL "ICs -5362. 3 CASHWRAP WIRING DETAIL / LEFT REGISTER WELL TENANT'S GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED — ONE DEDICATED DUPLEX OUTLET (120 VOLTS, 20 AMPS) WIRED TO PANEL BOARD. NO SCALE FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL `�`��`�� •��GE NSA No 64138 •,_ STATE OF ONE PHONE OUTLET TO BE INSTALLED AT EACH CASHWRAP. (THERE MAY BE MORE THAT ONE CASHWRAP IN A COMBO STORE CONFIGURATION, EACH DATA JACK 1 (DATA 01)17771 U -+ DATA JACK 3 (DATA 03) TENANT'S GENERAL/A��Z TENANT'S GENERAL TENANT'S GENERAL CONTRACTOR TO CONTRACTOR TO CONTRACTOR. TO PROVIDE A QUAD OUTLET FOR A/V EQUIPMENT 0120 PROVIDE A DUPLEX INSTALL AND PLUG VOLTS, 20 AMPS) OUTLET FOR LIGHT IN PROVIDED LIGHT FIXTURES (120 VOLTS, FIXTURE UNDER — ' VOICE OUTLET SCREW LOCATION RECEIVES ITS OWN VOICE OUTLET). ONE CAt6 QUAD DATA OUTLET TO BE LOCATED AT EACH DOUBLE CASHWRAP. LARGER 20 AMPS) WOOD SHELF. REAR SERVICE DOOR BUZZER (TYP 2) e Prohibition ti Re -use and Copyright c Notice: P)T9 The information and specifications contained within these drawings was prepared — e CASHWRAP COUNTERS MAY REQUIRE MORE CABLE AND JACKS TO BE INSTALLED (SEE NOTE: TENANT'S GENERAL o o e for use with the scope of work at the specific location indicated. Use of this IVORY COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL VOICE DETAILS ON 11/E4.1 LINE 1) CONTRACTOR SHALL information for other projects at other locations or differing scopes gi work unless expressly authorized in writing by the signing architect and engineer of LOCATIONS. (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND ORANGE COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL DATA LOCATIONS. PROVIDE BLOCKING FOR record authoring these documents is strictly prohibited by the law. ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER). (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND ORTRONICS ARE PRE NETWORKING BOX. These drawings and specifications, and the information contained within, are TENANT'S GENERAL APPROVED FOR USE BY FOOT LOCKER). BLOCKING MUST BE ABLE CONTRACTOR SHALL and shall remain the property of the outhor(s). Display, reproduction or use ALL CABLING TO PHONE JACKS WILL TERMINATE AT THE STORE DEMARC. ALL CABLE RUNS WILL TERMINATE TO A CAT 6 PATCH PANEL IN THE NETWORKING CABINET. TO SUPPORT 150 LBS. for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these (REFERENCE (11/E4.0) 66 BLOCK WIRING DETAIL). (REFERENCE (5/E4.0) WALL MOUNTED NETWORKING CABINET WIRING DETAIL) -UT mnn�� documents is strictly prohibited by the low. ALL WIRING TO BE TERMINATED TO TIA/EIA-B STANDARD WITH T5685 PIN OUT.. v These drawings and specifications are subject without limitation to copyright I CONTRACTOR SHALL SECURELY IN PLACE. protection as an architectural work under the Architectural Works Copyright OUTLET FOR CCTV 9/E4.0 FOR PIN OUT. DVR 3'-0° CLEAR AREA Protection Act of 1990. CASHWRAP VOICE OUTLET WIRING DETAIL (6) VOICE LINE 1 (5) DSL ONLY MANAGER'S DESK VOICE OUTLET WIRING DETAIL ONE PHONE OUTLET TO BE INSTALLED AT MANAGER'S DESK '8) BACKUP MODEM -INE ONLY CAT 5E CABLE TO 66 BLOCK U VOICE LINE 2 IVORY COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL VOICE LOCATIONS. (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER). ALL CABLING TO PHONE JACKS WILL TERMINATE At THE STORE DEMARC. (REFERENCE (11/E4.1) (o6 BLOCK WIRING DETAIL). 1(9)I MANAGER'S DESK VOICE OUTLET WIRING DETAIL (10) OPEN FOR FUTURE (9) DSL ONLY NETWORKING CABINET VOICE JACK WIRING DETAIL NO SCALE NO SCALE '12) BACKUP '10DEM LINE ONLY CAT 5E CABLE TO 66 BLOCK (STORE DEMARC) '11) OPEN FOR =UTURE ONE PHONE OUTLET TO BE INSTALLED AT NETWORKING CABINET LOCATION. IVORY COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL VOICE LOCATIONS. (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER). ALL CABLING TO PHONE JACKS WILL TERMINATE AT THE STORE DEMARC. (REFERENCE (11/E4.1) 66 BLOCK WIRING DETAIL). 1(8)1 NETWORKING CABINET VOICE WIRING DETAIL (6)1 CASHWRAP DATA OUTLET WIRING DETAILNO SCALE WALL MOUNTED 9U EQUIPMENT (NETWORKING) CABINET 1 24 PORT CAT& IU RACK MOUNT RECEPTACLE (120 VOLT, PATCH PANEL (TENANT'S 20 AMP CIRCUIT. VENDOR TO SUPPLY) SEE WIRING DIAGRAM 4/E410. TENANT'S VENDOR TO SUPPLY ONE U RACK MOUNTED SHELF TENANT S VENDOR TO SUPPLY - ONE U RACK MOUNTABLE POWER STRIP WITH SURGE SUPPRESSION, 15 AMP, 1800 WATT POWER RATING, 8 REAR FACING OUTLETS MINIMUM. TENANT'S VENDOR TO SUPPLY A 9U MINIMUM FIXED WALL MOUNTABLE CABINET 20" MINIMUM CABINET DEPTH. CABINET TO HAVE UNIVERSAL SQUARE HOLE MOUNTING RAILS, LOCKABLE FRONT DOOR, REMOVABLF. SIDE PANELS AND SLOTS FOR CABLE ROUTING ACCESS. FOR STORES BEING RETROFITTED, THE 9U CABINET IS TO BE MOUNTED IN THE BEST AVAILABLE LOCATION NEAREST THE MANAGER'S DESK IN THE BACKROOM. THE CABINET IS TO BE MOUNTED NO HIGHER THAN 6' TO THE TOP OF THE CABINET. CABINET SHALL aE INSTALLED SECURELY TO THE WALL AND BE ABLE TO HANDLE 150 POUNDS OF WEIGHT. IN NEW STORES BUILD THE CABINET IS TO BE MOUNTED CLOSE TO THE MANAGER'S OFFICE IN THE BACKROOM. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE NECESSARY BLOCKING AS REQUIRED TO 5 NETWORKING CABINET WIRING DETAIL IU RACK MOUNTED PATCH PANEL DETAILS NO SCALE — VOICE OUTLET SCREW SECURELY IN PLACE (SEE ° e WIRING DETAIL 8/E4Z — e e FOR PIN OUT) o o e e ° — TENANT'S GENERAL a CONTRACTOR SHALL • t PROVIDE A QUAD TENANT'S GENERAL m�n�nni CONTRACTOR SHALL PROVIDE A DEDICATED mnnr�rani SINGLE OUTLET FOWER 1 24 PORT CAT& IU RACK MOUNT RECEPTACLE (120 VOLT, PATCH PANEL (TENANT'S 20 AMP CIRCUIT. VENDOR TO SUPPLY) SEE WIRING DIAGRAM 4/E410. TENANT'S VENDOR TO SUPPLY ONE U RACK MOUNTED SHELF TENANT S VENDOR TO SUPPLY - ONE U RACK MOUNTABLE POWER STRIP WITH SURGE SUPPRESSION, 15 AMP, 1800 WATT POWER RATING, 8 REAR FACING OUTLETS MINIMUM. TENANT'S VENDOR TO SUPPLY A 9U MINIMUM FIXED WALL MOUNTABLE CABINET 20" MINIMUM CABINET DEPTH. CABINET TO HAVE UNIVERSAL SQUARE HOLE MOUNTING RAILS, LOCKABLE FRONT DOOR, REMOVABLF. SIDE PANELS AND SLOTS FOR CABLE ROUTING ACCESS. FOR STORES BEING RETROFITTED, THE 9U CABINET IS TO BE MOUNTED IN THE BEST AVAILABLE LOCATION NEAREST THE MANAGER'S DESK IN THE BACKROOM. THE CABINET IS TO BE MOUNTED NO HIGHER THAN 6' TO THE TOP OF THE CABINET. CABINET SHALL aE INSTALLED SECURELY TO THE WALL AND BE ABLE TO HANDLE 150 POUNDS OF WEIGHT. IN NEW STORES BUILD THE CABINET IS TO BE MOUNTED CLOSE TO THE MANAGER'S OFFICE IN THE BACKROOM. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE NECESSARY BLOCKING AS REQUIRED TO 5 NETWORKING CABINET WIRING DETAIL IU RACK MOUNTED PATCH PANEL DETAILS NO SCALE 24 PORT CAT 6 IU RACK MOUNT PATCH PANEL (TENANT'S VENDOR TO SUPPLY) DATA CABLING TO BE TERMINATED TO TIAVEIA-B STANDARD WITH T568B PIN OUT. ALL DATA CABLING WILL BE TESTED AND CERTIFIED TO PASS CATEGORY & IEEE STANDARDS. PATCH PANEL TO BE MOUNTED IN WALL MOUNTED NETWORK CABINET, SEE DETAIL 5/E4.0 SINGLE STORE CONFIGURATION: START WITH JACK I AND ASS AS NEEDED FOR EACH CABLE RUN LABELING AT BOTH ENDS OF CABLE MUST MATCH (EX: PORT 1 ON THE PATCH PANEL - DATA 01 ON DATA OUTLET) MECHANICALLY PRODUCED LABELS MUST BE USED FOR ALL LABELS COMBO STORE CONFIGURATION: FOOT LOCKER PORTS JACKS I-& LADY FOOT LOCKER JACKS 1-12 KID'S FOOT LOCKER JACKS 13-I8 REMAINING PORT JACKS 19-24 OPEN FOR FUTURE (APPLY LABELING TO MATCH, MECHANICALLY PRODUCED LABELS MUST BE USED FOR ALL LABELS) NO SCALE 4 PATCH PANEL (NETWORKING CABINET) WIRING DETAIL NO SCALE a OUTL INE OF A DVR LOCK BOX CCTV MONITOR (o" 0 TENANT'S GENERAL CONTRACTOR SHALL m�nnnni PROVIDE A QUAD a m�n�nni OUTLET (120 VOLTS, = u mnnr�rani 20 AMPS) FOR -UT mnn�� ILITY POWER v 3'-0" TENANT'S GENERAL 4 VOICE OUTLET SCREW CONTRACTOR SHALL SECURELY IN PLACE. PROVIDE A DUPLEX SEE WIRING DETAIL OUTLET FOR CCTV 9/E4.0 FOR PIN OUT. DVR 24 PORT CAT 6 IU RACK MOUNT PATCH PANEL (TENANT'S VENDOR TO SUPPLY) DATA CABLING TO BE TERMINATED TO TIAVEIA-B STANDARD WITH T568B PIN OUT. ALL DATA CABLING WILL BE TESTED AND CERTIFIED TO PASS CATEGORY & IEEE STANDARDS. PATCH PANEL TO BE MOUNTED IN WALL MOUNTED NETWORK CABINET, SEE DETAIL 5/E4.0 SINGLE STORE CONFIGURATION: START WITH JACK I AND ASS AS NEEDED FOR EACH CABLE RUN LABELING AT BOTH ENDS OF CABLE MUST MATCH (EX: PORT 1 ON THE PATCH PANEL - DATA 01 ON DATA OUTLET) MECHANICALLY PRODUCED LABELS MUST BE USED FOR ALL LABELS COMBO STORE CONFIGURATION: FOOT LOCKER PORTS JACKS I-& LADY FOOT LOCKER JACKS 1-12 KID'S FOOT LOCKER JACKS 13-I8 REMAINING PORT JACKS 19-24 OPEN FOR FUTURE (APPLY LABELING TO MATCH, MECHANICALLY PRODUCED LABELS MUST BE USED FOR ALL LABELS) NO SCALE 4 PATCH PANEL (NETWORKING CABINET) WIRING DETAIL NO SCALE a OUTL INE OF A DVR LOCK BOX CCTV MONITOR (o" 2 ) MANAGER'S DESK WIRING DETAIL LAMINATED MGR. DESK WITH 3"0 HOLE IN CONTERTOP TENANT'S GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED ONE DEDICATED DUPLEX OUTLET, WIRED `v TO PANEL BOARD. TENANT'S GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL r��r_ AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET) WIRED TO PANEL BOARD. RECEPTACLES SHALL BE HUBBELL "IG -5362. DATA OUTLET SCREW SECURELY IN PLACE. SEE WIRING DETAIL 1/E4.0. SCALE 1/2" = V-0" REVISIONS NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF D SPORTS MANAGER'S DESK SEE DETAIL 2/E4.0 NETWORKING — — — — — -------- CABINET SEE DETAIL 5/E4.0 — — STORE DEMARC — — SEE DETAIL Il/E4.0 u E� E7 I PROJECT TITLE 11 F ®®®® CASHWRAP 7-3 77 i COUNTER- SEE SEMINOLE TOWNE CENTER DETAIL 3/E40 - ------------ I 00 TOWNE CENTER CIRCLE °°°°°°°° SANFORD, FL 32771 I � I SPACE K04 � I 147— I STORE NO. 5O8 I I I � I t ■ SHEET TITLE ELECTRICAL � I DATA/VOICE ------------------- -------------------------------� SYSTEMS DETAILS 1 DATANOICE SYSTEM OVERVIEW NO SCALE SHEET NO. YRONE PROTOTYPE E4.0 0 TENANT'S GENERAL CONTRACTOR SHALL PROVIDE A QUAD a OUTLET (120 VOLTS, = u 20 AMPS) FOR -UT ILITY POWER v 3'-0" TENANT'S GENERAL 4 VOICE OUTLET SCREW CONTRACTOR SHALL SECURELY IN PLACE. PROVIDE A DUPLEX SEE WIRING DETAIL OUTLET FOR CCTV 9/E4.0 FOR PIN OUT. DVR 2 ) MANAGER'S DESK WIRING DETAIL LAMINATED MGR. DESK WITH 3"0 HOLE IN CONTERTOP TENANT'S GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED ONE DEDICATED DUPLEX OUTLET, WIRED `v TO PANEL BOARD. TENANT'S GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL r��r_ AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET) WIRED TO PANEL BOARD. RECEPTACLES SHALL BE HUBBELL "IG -5362. DATA OUTLET SCREW SECURELY IN PLACE. SEE WIRING DETAIL 1/E4.0. SCALE 1/2" = V-0" REVISIONS NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF D SPORTS MANAGER'S DESK SEE DETAIL 2/E4.0 NETWORKING — — — — — -------- CABINET SEE DETAIL 5/E4.0 — — STORE DEMARC — — SEE DETAIL Il/E4.0 u E� E7 I PROJECT TITLE 11 F ®®®® CASHWRAP 7-3 77 i COUNTER- SEE SEMINOLE TOWNE CENTER DETAIL 3/E40 - ------------ I 00 TOWNE CENTER CIRCLE °°°°°°°° SANFORD, FL 32771 I � I SPACE K04 � I 147— I STORE NO. 5O8 I I I � I t ■ SHEET TITLE ELECTRICAL � I DATA/VOICE ------------------- -------------------------------� SYSTEMS DETAILS 1 DATANOICE SYSTEM OVERVIEW NO SCALE SHEET NO. YRONE PROTOTYPE E4.0 w CONTROL TRAN5FORMER HVAC EQUIPMENT TERMINAL 5TRIP 24 VOLT GONTROL(AX) 8 GONDUGTOR5, 18AWG GA, SOLID GOPPER WIRE,INSULATED WITH HI6H-DEN5ITY POLYETHYLENE.GONDUGTOR5 PARALLEL ENGL05EP IN BROWN PV( JACKET. T-5TAT/5EN5OR LOCATION. PROVIDE JUNCTION BOX AT LOCATION AND 314" CONDUIT WITH PULL STRING TO 6" ABOVE FIN15HFO CEILING. (i) 9 HVAC THERMOSTAT WIRING NO SCALE BUZZER BE S5LOW DE5K BUZZER MTD. INSIDE E3AGKNRAP COUNTER TRANSFORMER Mf�NAGEf2�5)DESK (EDWARD5 #125) 510E OFREAR DELIVERY DOOR (EDWARD5 #50 (MANAGER'S AREA) 120V COMMON P)5H BUTTON AT REAR DELIVERY DOOR (EDWAR05 #118bG-13) $ )I REAR SERVICE DOOR BUZZER SYSTEM NO SCALE ZN-5 (HOLD UP) F,a »10 D-116 BACK TO PANEL ZN-12 (DS860) 6t "'' ro 00 kn A Z N HIRE #4 ZN-6 (DS939) 255 BURG ANNUNCIAT❑R ZN-1 (1082) ZN-3 (FG -730) CONTRACTOR SHALL INSTALL AN ETHERNET CABLE (TWISTED 5. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF IS SHIELDED CABLE) FROM THE MANAGER'S DESK TO THE SALES i A NOTE: PATCH PANEL (NETWORKING CABINET) AND DATA OUTLET WIRING DETAILS (4/E4.0, �o/E4.0 AND -I/E4.0.) 00'0 HANG ONLY FROM TOP CHORD 1. ALL WIRING= TO BE TERMINATED TO A TIA/EIA-B STANDARD WITH T5685 PIN OUT.O GENERAL NOTES, FEADEND NOTES: I. SEE Ab.OFOR EQUIPMENT COLOR 5PECIFIGATION5. G.G. 15 RESPONSIBLE FOR INSTALLATION OF 2. EVERY DATA CABLE MUST BE TERMINATED ON AN ORANGE COLORED RJ45 KEY STONE STYLE JACK. (MANUFACTURE BRANDS TO 4 I. ALL FIXED POWER 15 2G 186A UN.ES5 OTHERWISE O UNISTRUT, THREADED ROD, T.V. MONITOR BE USED- BELKIN, LEVITON AND ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER) AT THE USERS END. 2. IN OPEN CEILING STORES 6EN_RAL CONTRACTOR NOTED. MUST PROVIDE CONDUIT KITHAJ-BOXAT12'-O'A.F.F. TRU55E5 AND TV MONITOR RIN65 (RIN675 3. ONE (1) CAT 6 (PLENUM RATED, WHERE REQUIRED BY LOCAL ELECTRICAL CODES) CABLE FOR EACH DATA LOCATION MUST BE ATEAGHGAMERALOGATION. NOTED O 0 p U. O 2. ALL VIDEO GABLE 15 RG -59 UNLE56 OTHERWISE ARE SUPPLIED BY 5EGURITY VENDOR). INSTALLED AND TERMINATED TO 24 PORT PATCH PANEL LOCATED IN WALL MOUNTED NETWORKING CABINET. SEE PATCH PANEL WIRING 0 " N z 3 NO LINE POKER IS REQUIRED AT PUBLIC VIEW 3. THE IIO VOLTAGE BREAKER FOR THE EQUIPMENT O W MONITOR AND MOUNT ARE BY SECURITY DETAIL 4/E4.0 AND NETWORKING CABINET DETAIL 5/E4.0. J MONITOR MONITORS POWER 15 FROM LOW VOLTAGE MUST BE LOGKED OUT AT THE ELECTRICAL FUSE POWER � �N VENDOR 4. LABEL EACH DATA JACK AS "DATA "" " (NUMBERS AT PATCH PANEL PORT MUST MATCH DATA OUTLET JACK NUMBER WHERE � FEED. PANEL. W z N 4. NOTE TO INSTALLER - PLEASE LABEL ALL WIRES AND CABLE IS TERMINATED). a 0 • 0 vw p 4 VVR PLAYER AT MANA&ER5 DESK SHALL BE ALLOW SERVICE LOOPS FOR FUTURE SERVICE ON THIS � U INSTALLED Z 5. MECHANICALLY PRODUCED LABELS MUST BE USED FOR ALL LABELING. IN LOOK BOX PROVIDED. LOGK BOX INSTALLATION. 0 Q W Q z 6. FOR COMBO STORES LABEL EACH LOCATION TO COORDINATE WITH PATCH PANEL LABELING. SEE PATCH PANEL WIRING 0 SHALL NOT BE INSTALLED ON THE MANAGERS DESK �11° 0 0 WORK SURFACE. SEE DETAIL 4/E4A. 5. 0161TAL RECORDERS - ALLOW FOR PROPER 1 DETAIL 4/E4.0. 1. EACH ADDITIONAL SINGLE REGISTER LOCATION WILL REQUIRE TWO (2) MORE CABLES TO BE RAN AND TERMINATED. THE SAME z 00- z Q VENTILATION. ALLOW I/2" CLEARANCE ON ALL SIDES OF < Q z p t- w ' IF DROP SAFE 15 NOT LOCATED AT MANAGERS THE DIGITAL RECORDER AND DO NOT PUT ANYTHING ON � Q > DESK AN ADDITIONAL GAMEWa WILL BE REQUIRES). TOP UNISTRUT (SPANS MIN. TWO JOISTS OR AS DIRECTED BY MALL) GUIDELINES OUTLINED IN THIS DCGUMENT MUST BE MAINTAINED. OF THE DIGITAL RECORDERS. o = _ J b. FOR PELGO SEQUENTIAL 5WITGFER5)FEN LOOPING TRUSS CEILING MOUNT BY VENDOR 8. SURFACE MOUNTED TERMINATION BOXES MUST BE SECURELY MOUNTED TO SURFACES USING SCREWS. i W Q m TAROU6H - REMOVE LID AND CA TERMINATION z INSTALLED BY G.G. 9. ALL DATA CABLING WILL BE TESTED AND CERTIFIED TO PASS CATEGORY 6 IEEE STANDARDS. - v L RESISTORS. 10. ALL CABLING RUNS SHALL NOT EXCEED 300' FROM NETWORKING CABINET. • • • • • • EXTENSION COLUMN GENERAL WIRING: DOGBONE FLANGE 1. CONTRACTORS SHALL MAINTAIN A MINIMUM CLEARANCE OF 18 INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (E.G. FIN15HED GEILING BALLASTS, POWER FEEDER CABLES, ETC.). FINISH CEILING 2. DO NOT TERMINATE CABLE NEAR OR ON METAL POLES OR RACKS. HEIGHT GG TO FURNI5H 4 IN5TALL COLLAR To 3. TENANT'S VENDOR SHALL SECURELY INSTALL WALL MOUNT NETWORKING CABINET NO MORE THAN 6 FEET (TO THE HORIZONTAL I COVER A.G.T. PENETRATION (TYP) 5EE A6.0 FOR CENTERLINE OF THE CABINET) ABOVE THE FINISH FLOOR. SEE CABINET WIRING DETAIL 5/E4.0 FOR REFERENCE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , GEILING TYPE CAMERA DOME 4. WORKING CLEARANCE FOR CRAFTSMEN TO MAINTAIN AND SERVICE EQU!PMENT (I.E. TO FULLY OPEN CABINET DOOR, TO HAVE I 6ANZ Ib CHANNEL WR �I CLEAR VIEW OF EQUIPMENT AND CABLING, t0 BE ABLE TO FULLY MANIPULATE EQUIPMENT AND CABLING, ETC) AND FOR ADA I o m m m m m m m o m m o mmmmmmm000m mm m 1 COMPLIANCE IS 3' WIDTH. 1 mmomm®®®®®®®® om _ • .©. 5. ALL CONDUIT INSTALLATIONS MUST BE APPROPRIATELY SIZED TO ACCOMMODATE FUTURE CABLING, AS WELL AS NOT TO o 1 EXCEED FIRE STOP MANUFACTURER GUIDELINES REGARDING FILL RATIOS OR FIRE STOP SYSTEM FILL RATIOS. I I 6. ALL CONDUIT, CONDUIT SLEEVES AND PULL BOXES MUST BE ACCESSIBLE FOR EASY INSTALLATION OF HORIZONTAL AND BACK I HEADEND LAYOUT BONE CABLING (I.E. A CONDUIT, CONDUIT SLEEVE OR PULL BOX CANNOT TERMINATE ABOVE A GYPSUM BOARD CEILING, ACCESS I I TO CONDUIT, CONDUIT SLEEVE OR PULL BOX CANNOT BE BLOCKED BY HVAC OR SIMILAR MECHANICALS, ETC). I1 7" LCD Ib CHANNEL I MONITOR AND MOUNT 1. NO MORE THAN (2) 90 DEGREE BENDS COR EQUIVALENT) BETWEEN PULL BOXES ARE ALLOWED. 1 8. NO MORE THAN 150' OF CONTINUOUS CONDUIT (WIT14 OR WITHOUT BENDS) BETWEEN PULL BOXES ARE ALLOWED. MONITOR PONER%VPLY I I TENANT SECURITY VENDOR TO MAKE 9'-O" A.F.F. 10 DEGREES FINAL 5ECURTIONENDORNCAMERA U/SOF.F.F. 510N VP 9. WHENEVER A CEILING SPACE WILL BE MADE INACCESSIBLE TO FUTURE CABLING INSTALLATION, AN APPROPRIATELY SIZED EMT I AND MONITOR TO ENSURE Ar -CURATE CONDUIT MUST BE INSTALLED FOR FUTURE USE. INACCESSIBLE CEILINGS WILL BE DEFINED AS ANY CEILING THAT IS NOT A I I PICTURE DISPLAY DROPPED CEILING. 10. PULL STRINGS MUST BE LEFT IN ALL CONDUITS DURING INSTALLATION. I I I !'ROTEGTOR I MONITOR 11. CONDUIT ELBOWS (ALSO KNOWN AS AN LB) ARE NOT ACCEPTABLE AS THEY DO NOT ALLOW THE PROPER BEND RADIUS I DOME NEEDED TO MAINTAIN THE INTEGRITY OF THE CABLING. I I 12. FLEXIBLE CONDUIT IS NOT ACCEPTABLE. ALL CONDUIT MUST BE EMT OR RIGID CONDUIT. M_A_N_A_U_ER'S DESK 13. OUTLET HEIGHTS AND LOCATIONS MUST BE COORDINATED WITH FURNITURE DESIGN TO ENSURE ACCESSIBILITY AND FUNCTIONALITY 9I.E. OTHER EQUIPMENT MAY BE INSTALLED WHICH WILL BLOCK A TELECOM OR DATA OUTLET, MAKING IT ------------ _ _ - - - - - - - - ------------ ---------f/ 4 CCTV SYSTEM MOUNTING DETAILS NO SCALE IMPOSSIBLE TO PLUG IN OR UNPLUG NEW EQUIPMENT OR TROUBLESHOOT ISSUES WITH EXISTING). 14. ALL OTHER REGIONAL DESIGN REQUIREMENTS IN REGARDS TO EARTHQUAKE OR OTHER DISASTER REGULATIONS MUST BE MET. 15. TENANT'S VENDOR SHALL LEAVE ONE "AS BUILT" COPY OF THIS DRAWING WITH THE STORE MANAGER. NOTE: TENANT'S GENERAL CONTRACTOR SHALL INSTALL CONDUIT AND PULL STRING PER THE SPECIFICATIONS ABOVE. (1) GAT 5E PLENUM 6RADE GABLE 1 GENERAL DATA SYSTEM NOTES NO SCALE 7 CCTV SYSTEM SCHEMATIC PER CAMERA LOGATiON. ALL GABLE5 TERMINATED TO MEET TIA/EIA-5688 WIRING STANDAR05 WIRING DETAIL FOR 66 BLOCK WIRING DIAGRAM 11/E4.0: WITH 110 GAT 5E JAGK5. 1. CAT 5E (PLENUM RATED WHERE LOCAL CODE REQUIRES) OR BETTER CABLE TO CASHWRAP WILL BE TERMINATED FIRST ON THE 66 BLOCK 2. CAT 5E (PLENUM RATED WHERE LOCAL CODE REQUIRES) OR BETTER CABLE TO MANAGER'S DESK WILL BE TERMINATED SECOND ON THE 66 BLOCK. SURFACE MOUNTED BOX 3. CAT 5E (PLENUM RATED WHERE LOCAL CODE REQUIRES) OR BETTER CABLE TO WALL MOUNTED NETWORKING CABINET WILL BE FOR GABLE RUNS TERMINATED THIRD ON THE 66 BLOCK. 4. ANY ADDITIONAL VOICE CABLES WILL BE TERMINATED TO THE NEXT AVAILABLE 66 BLOCK POSITIONS. ALL PAIRS WILL BE all TERMINATED THE AS DETAILED IN DRAWINGS 11/E4.0, 10/E4.0, 9/E4.0 AND 8/E4.0. 5. EVERY VOICE PAIR MUST BE TERMINATED ON AN IVORY COLORED RJ45 KEYSTONE STYLE JACK. (MANUFACTURE BRANDS t0 BE USED- BELKIN, LEVITON AND ORTRONIGS ARE PRE -APPROVED FOR USE BY FOOT LOCKER) AT THE USER END. TRANSFORMER HEIGHT 6. WHEN TERMINATING THE INDIVIDUAL PAIRS OF WIRES IN THE PHONE OUTLET LOCATION (BLUE/BLUE WHITE, ORANGE/ORANGE WHITE, 120V ®96" A.F.F.. TRANSFORMER GREEN/GREEN WHITE, AND BROWN/ BROWN WHITE) THEY WILL BE TERMINATED TO THE BLUE POSITION ON THE CAT 5E JACK. FURNISHED AND INSTALLED BY 1. DSL WILL BE TERMINATED TO THE BLUE PAIR (BLUE PAIR WITHIN EACH CAT 5E GABLE) AT EACH VOICE OUTLET LOCATION AS NEEDED. TENANT. GENERAL CONTRACTOR 8. MAIN PHONE LINE WILL BE BRIDGED t0 THE ORANGE PAIR AT THE CASHWRAP, THEN JUMPED TO THE MANAGER'S DESK ORANGE AND SHALL FURNI5H AND INSTALL A I20V, BROWN PAIRS. I PH DEDICATED GIRGUIT TO THIS 9. IF A SECOND PHONE LINE IS REQUIRED IT SHALL BE TERMINATED TO THE GREEN PAIR AT THE CASHWRAP AND JUMPED TO THE GREEN LOCATION. GIRGUIT SHALL HAVE IO IT PAIR AT ANY OTHER VOICE LOCATION AS NEEDED, LOGK DEVIGE PANEL, IF 10. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH CONDUCTOR TERMINATED AT EACH END OF THE CAT 5E CABLE PERMITTED BY CODE INSTALLED FOR PHONE USE, INCLUDING CABLE SHIELD IF APPLICABLE. 1-4 GABLE5 DE IN6 ON THE DETAIL FOR CASHWRAP VOICE OUTLET WIRING DIAGRAM 10/E4.0: NUMBER ANF TYPE NTRANGE5 TENANT'S VENDOR SHALL INSTALL ONE (1) CAT 5E (PLENUM RATED WHERE REQUIRED BY LOCAL CODE) OR BETTER CABLE FROM THE CASHWRAP TO THE STORE DEMARC THROUGH CONDUIT AND TERMINATE CABLE AT CASHWRAP PER WIRING DETAIL 10/E4.0. CABLE FROM CASHWRAP WILL TERMINATE TO THE FIRST POSITION ON THE VOICE 66 BLOCK PER WIRING DETAIL 11/E4.0. LABEL THE CABLE AT 66 BLOCK AND JACK AT CASHWRAP AS "CASHWRAP JACK" DETAIL FOR MANAGER'S DESK VOICE OUTLET WIRING DIAGRAM 9/E4.0 TENANT'S VENDOR SHALL INSTALL ONE (1) GAT 5E (PLENUM RATED WHERE REQUIRED BY LOCAL CODE) OR BETTER GABLE FROM THE TO STORE MANAGER' S DESK TO THE STORE DEMARC THROUGH CONDUIT AND TERMINATE CABLE AT MANAGER'S DESK PER WIRING DETAIL 9/E4.0. POE 5WITGH EQUINOX N K APPLIANCE CABLE FROM MANAGER'S DESK WILL TERMINATE TO THE SECOND POSITION ON THE VOICE 66 BLOCK PER WIRING DETAIL I1/E4.0. LABEL RUN LOW VOLTAGE FEED 6ATEWAY G15GO 2860 THE CABLE AT 66 BLOCK AND JACK AT MANAGER'S DESK AS "BACK OFFICE JACK". FROM TRANSFORMER TO DEVIGE TIGHT TO DOOR DETAIL FOR NETWORKING CABINET VOICE OUTLET WIRING DIAGRAM 8/E4.0: FRAME. ALL LINE VOLTAGE POWER GA13LE5 TENANT'S VENDOR SHALL INSTALL ONE (1) CAT 5E (PLENUM RATED WHERE REQUIRED BY LOCAL CODE) OR BETTER CABLE FROM THE 5HALL BE LABELED"DO NOT UNPLUG". WALL MOUNTED NETWORKING CABINET LOCATION TO THE STORE DEMARC THROUGH CONDUIT AND TERMINATE CABLE AT NETWORKING O CABINET PER WIRING DETAIL 8/E4.0. CABLE FROM NETWORKING CABINET WILL TERMINATE TO THE THIRD POSITION ON THE VOICE 66 BLOCK PER WIRING DIAGRAM 11/E4.0. LABEL THE CABLE AT 66 BLOCK AND JACK AT THE WALL MOUNTED NETWORKING CABINET AS "NETWORKING CABINET JACK". 0 GENERAL WIRING / CONSTRUCTION DETAILS U_ PANNEX DEVIGE A/G 1. ALL WIRING TO BE TERMINATED TO TIA/EIA-B STANDARD WITH T5685 PIN OUT. POWERED WITH 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 18 INCHES FROM ALL NOISE EMANATING ELECTRICAL BATTERY BACKUP. FURNISHED AN AN m D EQUIPMENT (EiG. BALLASTS, POWER FEEDER CABLES, ETC). Q INSTALLED TENANT. 3 L I G HTHAU S SYSTEM 3. DO NOT TERMINATE CABLE NEAR OR ON METAL POLES OR RACKS. 4. WORKING CLEARANCE FOR CRAFTSMEN TO MAINTAIN AND SERVICE � EQUIPMENT (I.E. TO FULLY OPEN CABINET �0 NO SCALE DOOR, TO HAVE CLEAR VIEW OF EQUIPMENT AND CABLING, TO BE ABLE TO FULLY MANIPULATE EQUIPMENT AND of CABLING, ETC) AND FOR ADA COMPLIANCE 15 3'. 5. ALL CONDUIT INSTALLATIONS MUST BE APPROPRIATELY SIZED TO ACCOMMODATE FUTURE CABLING, AS WELL ` AS NOT TO EXCEED FIRE STOP MANUFACTURER GUIDELINES REGARDING FILL RATIOS OR FIRE STOP SYSTEMS FILL (MONITOR) RATIOS. 6. ALL CONDUIT, CONDUIT SLEEVES AND PULL BOXES MUST BE ACCESSIBLE FOR EASY INSTALLATION OF HORIZONTAL AND BACK BONE CABLING (I.E. CONDUIT, CONDUIT SLEEVES OR PULL BOXES CANNOT TERMINATE ABOVE A GYPSUM BOARD CEILING, ACCESS TO CONDUIT CONDUIT SLEEVE OR PULL BOX CANNOT BE BLOCKED ON CONTROL CONDUCTORS PLENUM RATED CCONT, BY HVAC OR SIMILAR MECHANICALS, ETC). BLACK 1. NO MORE THAN (2) 90 DEGREE BENDS (OR EQUIVALENT) BETWEEN PULL BOXES ARE ALLOWED. DOOR LOOP- FURNISHED SOLID GOPPER WIRE, 8. NO MORE THAN 150' OF CONTINUOUS CONDUIT (WITH OR WITHOUT BENDS) BETWEEN PULL BOXES ARE ALLOWED. AND INSTALLED BY TENANT (MONITOR) PROVIDE N BOX AT 48" A.F.F. AND 3 DUIT S. WHENEVER A CEILING SPACE WILL BE MADE INACCESSIBLE TO FUTURE CABLING INSTALLATION, AN WITH PULL 5TR1 " ABOVE FINI5HE G. APPROPRIATELY SIZED EMT CONDUIT MUST BE INSTALLED FOR FUTURE USE. INACCESSIBLE CEILING WILL BE DEFINED AS ANY CEILING THAT IS NOT A DROP TILE CEILING. 10. PULL STRINGS MUST BE LEFT IN ALL CONDUITS DURING INSTALLATION. I 11. CONDUIT ELBOWS (ALSO KNOWN AS AN LB) ARE NOT ACCEPTABLE AS THEY DO NOT ALLOW THE PROPER �1 BEND RADIUS NEEDED TO MAINTAIN THE INTEGRITY OF THE CABLING. VIDEO PLAYER AT MANAGER'S (MONITOR) 12. FLEXIBLE CONDUIT IS NOT ACCEPTABLE. ALL CONDUIT MUST BE EMT OR RIGID CONDUIT. 13. OUTLET HEIGHTS AND LOCATIONS MUST BE COORDINATED WITH FURNITURE DESIGN TO ENSURE ACCESSIBILITY AND FUNCTIONALITY (I.E. OTHER EQUIPMENT MAY BE INSTALLED WHICH WILL BLOCK A TELECOM OR DATA OUTLET MAKING It IMPOSSIBLE TO PLUG IN OR UNPLUG NEW EQUIPMENT OR TROUBLESHOOT ISSUES WITH EXISTING). 14 ALL OTHER REGIONAL DESIGN REQUIREMENTS IN REGARDS t0 EARTHQUAKES OR OTHER DISASTER (SALE'S AREA WRAP) REGULATIONS MUST BE MET. 15. TENANT'S VENDOR SHALL LEAVE ONE "AS BUILT" COPY OF THIS DRAWING WITH THE STORE MANAGER. NOTE: TENANT'S GENERAL CONTRACTOR SHALL INSTALL CONDUIT AND PULL STRING PER THE SPECIFICATIONS ENANT E.G. TO FURNI5H AND IN5TALL CONDUIT AND PULL WIRE TO ALL A/V LOGATION5 A5 REQUIRED BY AN VENDOR. GONFIRM REQUIREMENTS AND LOGATION5 WITH ONNER PRIOR TO BID. 0 GENERAL VOICE SYSTEM NOTES rNO SCALE 6 PANIC DOOR EXIT DEVICE (NOT USED) NO SCALE CONTROL TRAN5FORMER HVAC EQUIPMENT TERMINAL 5TRIP 24 VOLT GONTROL(AX) 8 GONDUGTOR5, 18AWG GA, SOLID GOPPER WIRE,INSULATED WITH HI6H-DEN5ITY POLYETHYLENE.GONDUGTOR5 PARALLEL ENGL05EP IN BROWN PV( JACKET. T-5TAT/5EN5OR LOCATION. PROVIDE JUNCTION BOX AT LOCATION AND 314" CONDUIT WITH PULL STRING TO 6" ABOVE FIN15HFO CEILING. (i) 9 HVAC THERMOSTAT WIRING NO SCALE BUZZER BE S5LOW DE5K BUZZER MTD. INSIDE E3AGKNRAP COUNTER TRANSFORMER Mf�NAGEf2�5)DESK (EDWARD5 #125) 510E OFREAR DELIVERY DOOR (EDWARD5 #50 (MANAGER'S AREA) 120V COMMON P)5H BUTTON AT REAR DELIVERY DOOR (EDWAR05 #118bG-13) $ )I REAR SERVICE DOOR BUZZER SYSTEM NO SCALE ZN-5 (HOLD UP) F,a »10 D-116 BACK TO PANEL ZN-12 (DS860) 6t "'' ro 00 kn A Z N HIRE #4 ZN-6 (DS939) 255 BURG ANNUNCIAT❑R ZN-1 (1082) ZN-3 (FG -730) N NOTE:ALL LOCATIONS AS REQUIRED BY 5EURTY VENDOR CONFIRM REQUIREMENTS AND LOCATION5 WITH OWNER PRIOR TO BID. 5)1 LOSS PREVENTION ALARM SYSTEM DETAIL (MONITOR) 5PEKER CONDUGTOR5 PLENUM RATED N Ib 6A. 2- CONDUCTOR, BLACK 50LID COPPER WIRE, PROVIDE JUNCTION BOX AT 40" A.F.F. AND 3/4" CONDUIT WITH PULL 5TRING TO 6" ABOVE FIN15HED CEILING. (MANACGER'5 DE5K) (5ALE'5 AREA) NOTE:TENANT E.G. TO FLRNI5H AND INSTALL CONDUIT AND PULL WIRE TO ALL AN L06ATION5 A5 REQUIRED BY AN VENDOR. CONFIRM REQUIREMENTS AND LOCP.TION5 WITH OWNER PRIOR TO BID. CONTRACTOR SHALL INSTALL AN ETHERNET CABLE (TWISTED 5. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF IS SHIELDED CABLE) FROM THE MANAGER'S DESK TO THE SALES In 000 00'0 M 0 0 00 .� LA .. " A M N SLACK COIL IN MANAGER'S AREA. 0. CONTRACTOR SHALL INSTALL (2) SCREWS TO BE USED TO HANG j" Io Z NO SCALE I Z N N Z N NOTE:ALL LOCATIONS AS REQUIRED BY 5EURTY VENDOR CONFIRM REQUIREMENTS AND LOCATION5 WITH OWNER PRIOR TO BID. 5)1 LOSS PREVENTION ALARM SYSTEM DETAIL (MONITOR) 5PEKER CONDUGTOR5 PLENUM RATED N Ib 6A. 2- CONDUCTOR, BLACK 50LID COPPER WIRE, PROVIDE JUNCTION BOX AT 40" A.F.F. AND 3/4" CONDUIT WITH PULL 5TRING TO 6" ABOVE FIN15HED CEILING. (MANACGER'5 DE5K) (5ALE'5 AREA) NOTE:TENANT E.G. TO FLRNI5H AND INSTALL CONDUIT AND PULL WIRE TO ALL AN L06ATION5 A5 REQUIRED BY AN VENDOR. CONFIRM REQUIREMENTS AND LOCP.TION5 WITH OWNER PRIOR TO BID. FOOT LOCKER, INC. STORE: PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL ``0,466•„1.,,�rrry� C. �N� ••��GENS� No 64138 STATE OF �•4 • �CORiOP• •�� •� MAL IV All Prohibition On Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection az an archit^ctural work under the Architectural Works Copyright Protection Act of 1990. C REVISIONS NO. DESCRIPTION I DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 31584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF D NSORTS PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE LOW VOLTAGE NOTES & DETAILS SHEET NO. E4m 1 NO SCALE I CH TYRONE PROTOTYPE CONTRACTOR SHALL INSTALL AN ETHERNET CABLE (TWISTED 5. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF IS SHIELDED CABLE) FROM THE MANAGER'S DESK TO THE SALES INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (sc. AREA FLOOR ABOVE STOCKROOM ENTRANCE DOOR, TYPICALLY BALLASTS, POWER FEEDER CABLES, ETC.) FOR ENTIRE CABLE R11. BELOW OR ABOVE THE EXIT SIGN. NOTE: DO NOT TERMINATE CABLE NEAR OR ON METAL POLES b. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH OR RACKS. CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED CABLES, INCLUDING CABLE SHIELD. LABLE CABLE AT MANAGER'S DESK AS 'ACCESS POINT'. -1. CONTRACTOR SHALL LEAVE ONE AS BUILT COPY OF THIS CONTRACTOR SHALL INSTALL CABLE LEAVING ANY AND ALL DRAWING WITH STORE MANAGER(S). SLACK COIL IN MANAGER'S AREA. 0. CONTRACTOR SHALL INSTALL (2) SCREWS TO BE USED TO HANG THE ACCESS POINT. THE HEAD OF THE SCREWS MAY NOT TO EXCEED MATERIALS TO BE SUPPLIED BY FOOT LOCKER 1/4" IN DIAMETER THERE MUST BE A MINIMUM CLEARANCE OF 8" NO SCALE I n1lAUDIO SYSTEM WIRING DIAGRAM FOOT LOCKER, INC. STORE: PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL ``0,466•„1.,,�rrry� C. �N� ••��GENS� No 64138 STATE OF �•4 • �CORiOP• •�� •� MAL IV All Prohibition On Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection az an archit^ctural work under the Architectural Works Copyright Protection Act of 1990. C REVISIONS NO. DESCRIPTION I DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 31584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF D NSORTS PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE LOW VOLTAGE NOTES & DETAILS SHEET NO. E4m 1 NO SCALE I CH TYRONE PROTOTYPE RESPONSIBILITY SCHEDULE & NOTES 5GOPE OF WORK FURN16H INFALLW REMARKS m 0 0 p U UU_OOT OCKE NCO p z� zn z zoc d uXi w w 0 O DIVISION I. GENER& DATA BARRICADE • • AS REQUIRED BY LANDLORD PER L.L. DESIGN CRITERIA DIVISION II: SITE CONSTRUCTION DEMOLITION • • DIVISION III: CONCIWTE A CONCRETE PATCHING • • DIVISION Iv: MASONRY MASONRY • • THIN BRICK AT SALES AREA COLUMN ENCLOSURES DIVISIONy: METALS STRUCTURAL STEEL FRAMING• • - _- - LIGHT GAUGE METAL FRAMING • • COORDINATE DEMISING WALLS W/ LANDLORD UNISTRUT • • FOR SUSPENSION OF AUDIOVISUAL EQUIP., LIGHTING 4 CCTV, SEE 4.0 FOR M01'W 1*0 - EXPANSION JOINTS • REVEALS • • BLACK METAL CHANNEL AT STOREFRONT BREAKMETAL CLADDING • • STOREFRONT SEE FINISH SCHEDULE DIVISION VI: WOOD 4 PLASTICS AREA SITE PLAN MALL KEY PLAN ROUGH FRAMING • • LAYOUT, MATERIALS, FURRING, BLOCKING, 4 ETC. FINISH CARPENTRY .,,"s R!, .. a. r « .- }, y.:. h .., *J,. f. , -. _t , , f::m:: ,d «dr F?i?Ihrl � :�: ,. ,.: ,, o,tr:, ., � , , ,y,h , ,.., r ..:.. i r.., s _. .ICT 1 ,r;;,,, � � , ,. , H ,,., .., c... : ,� t _ WOOD CASED FA OPENINGS • Greer Park ' t, DIVISION VII: THERMAL 4 MOISTURE PROTECTION Bli Sear ' :., -., ,: .,:%j a .:,! r ,'.+T',,,r , . ,• ,.., ,.., , •:., hi?,p ,.m.�.a ,+W r4cT.'ti,, t 7 z.. ,v �'. 'p s - - _ - - .G. TDWATERPROOF MEMBRANE TEST EXISTIN SYSTEM. REPLACE s ,._�w,... . . .g +,G'a, wh -»:e4, d of M .,„ 1fa,, , , ., . ,, ,� ,tav , ,, .: ,. ., -,;., ,a . ,., , a,,. ;. , . , ,r ,.t. , . ;4 � ''�..r•'�,:',:4:,r:a.,,..�. i'.,, �_' _, ' �" t y _. t.r ,.. .. ..:. ,4 ,,,.. r. S, t r;,..,,:. ,, r', ,.,:.+,r, ::• a,rr.:. .- '"b, ,^.r„�. ,r,..?'i;=.,�': u.Y,.rt,r. xt ,r„r. ,hr„ s .,, ,, s ,,,.,. r ,' , .,. �Y:n+,s^; -, r.:; r , ,! "*IkzrY,✓< y a,, BATT INSULATION • ,, r _,,, , , 7 ��4� .,, ,,r , � _- -.-. __ i ,,C r,,. t . slt,1 rra fiV ,.w. ,.,e n ✓Y ,a?xh, '+u'l :. r! z d',51 � Y 2 1 '7 ''k.''r r '", y; t (t �' iror•, ROOFING PENETRATIONS S SEMINOLE TOLUN CNTER '1° 200 TOWN CENTER CIRC LE,DIVISION VIII: DOM WNDO .. , . ,. SANFORD, FL. 32111 METAL DOORS 4 FRAMES • • • REFER TO DOOR SCHEDULE DOOR HARDWARE • • • 1 REFER TO DOOR SCHEDULE FITTING ROOM DRAPE 4 HARDWARE • • ; r. ACCESS PANELS • • - - - ROLLING GRILLE, BRACING, SWITCHES 4 LOCKS • • STOREFRONT GLAZING HEADS 4 BASE • • EEERE m ,r, �� � 6 i -0 ,,..: 7 1 '; v. r ,".F.,: T 1 ',9,. 't ! ,' ; J, h , -:1 -•.. ,.-,. ,, ,_ .. n.5., fL' ',,., dl ,.....i. .. v -.:. , ,,. vl 4.-. ..., .,. .: f..:,�., ,. ., , �,..„., ":•1 L,4 w .iu. G. i. » i r, '� EXIT DOOR PANIC HARDWARE /LOCK SET • • REFER TO DOOR SCHEDULE r t , a„C DIVISION IX: 1cINISHEB � , „ h - • • ,�,'.; ,r@,. ,.. ! GYPSUM BOARD FRAMING AND ACCESSORIESin n , r 7 , GRAPHICS REVERE AGE VINYL COORDINATE W/ TENANT a,. G. FAUX BRICK PANELS • • • STOREFRONTF ON_T_ AND PERIMETER SALES A A.:..,.� . ,y � �.r , ,. .. ,a.rd* TILES SETTING MATERIALS 4CCESSORIES ����Center LEASE LINE t0 POINT OF CLOSURE AT ENTRY to H' 46'SALES AREA DYED POLISHED CONCRETE UNDER SEPARATE CONTRACT. G.C. TO COORDINATE, SEE SHEET Gi.l >•,.qF_ .,„,m. CHAM..rlPS... S. P, ..O..,..r_. R...:.,, -_..T,., .,...:. .._.v._,,SMALL TILE F 41 ` .... VINYL COMPOSITE TILE - • •a fay �r SPACE K04 tau., � y ACOUSTICAL LAY=1N CEILING TILE AND GRID • • •� _ 4"h 4 W 2 LEVEL 2 of 2 WOOD/VINYL BASE • • - PAINT 4 PAINTING • • PROJECT DIRECTORY CODE INFORMATION LIST OF DRAWINGS WALL 4 CORNER GUARDS - • • GARMENT BAR - CEILING MOUNTED • • G.C. TO PROVIDE BLOCKING IN CEILING FOR FIXTURE. DIVISION X: SPECIALTIES TENANT APPLICABLE CODES: REVISION DATE AND NO. TOILET ROOM ACCESSORIES • • • G.C. TO SUPPLEMENT AS REQUIRED CHAMPS SPORTS SHEET SHEET TITLE _ _ _ - FOOTLOCKER INC. STOREFRONT SIGNS AND WINDOW GRAPHICS • • PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONNECTION 112 W34th STREET ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE __- W. _ G1.0 COVER SHEET 2/20/13 INTERIOR VINYL GRAPHICS (VENDOR 4 MANIFESTO) • • NEW YORK, NY 10120 SPECIFICATIONS, DRAWINGS AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND - -- - SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GI.I ARCHITECTURAL SPECIFICATIONS STOCK ROOM SHELVING SYSTEMS • • _ - • INC. SI-IELvING, H,aNC�D�, LADDERS t MGR'S DESK GC TO RELOCATE EXISTING PER PLANS 11 PROJECT DESIGNER: AUTHORITIES HAVING JURISDICTION. ANY MODIFICATIONS TO THE CONTRACT WORK G12 MECHANICAL 4 ELECTRICAL SPECIFICATIONS FITTING ROOM BENCH 4 GARMENT BAR _ • • KENDRA SILVESTER REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY TENANT'S CONTRACTOR MIRROR (FITTING ROOM) • • TEL: 212-120-4058 ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE - - BANNER TRACK SYSTEM AT STOREFRONT DISPLAY WINDOW FAX: 212-120-4318 SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR(S). APPLICABLE CODES D1.0 DEMOLITION PLAN _ _ • • � - 3/4" BLACK CONDUIT FOR CAMERA MOUNT • • - EMAIL: KSILVESTERGFOOTLOCKER.COM INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A1.0 CONSTRUCTION PLAN 2/20/13 _ _ ORD W. SOUND, LIGHTING 4 CCTV VENDORS. AI.1 PARTITION TYPES CCTV SECURITY SYSTEM • • G.G. TO COORDINATE LOCATIONS WITH TENANT'S VENDOR PROJECT CONSTRUCTION MANAGER - - LED LIGHT BOXES • DEAN ERMIDES APPLICABLE CODES: (INCLUDING LOCAL AMENDMENTS) AI2 CONSTRUCTION DETAILS 2/20/13 SALES PERIMETER WALL - - - - TEL: 305-918-0646 A1.3 CONSTRUCTION DETAILS 2/20/13 DIVISION XI: EQUIPMENT FAX: 954-306-6192 BUILDING: 2010 FLORIDA BUILDING CODE DIVISION XII: RJR41SHNGS EMAIL: DERMIDESGFOOTLOCKER.COM A20 STOREFRONT PLANS AND ELEVATION 2/20/13 SALES FLOOR DISPLAY FIXTURES • • - MECHANICAL: 2010 FLORIDA BUILDING CODE MECHANICAL A2.1 STOREFRONT DETAILS 2/20/13 PERIMETER WALL DISPLAY SYSTEM • PLEASE DIRECT ALL INQUIRES TO PROJECT A22 SIGN DETAILS 4 STOREFRONT DETAILS 2/20/13 G.G. TO PROVIDE IN -WALL METAL STRAPPING SEE A1.1 CONSTRUCTION MANAGER PLUMBING: 2010 FLORIDA BUILDING GODS PLUMBING- A30 FINISH PLAN 2/20/13 PERIMETER SLATWALL • • - _ - - _ . - - - A4.0 INTERIOR ELEVATIONS 2/20/13 CASH WRAP, BACKWRAP MILLWORK • • SHOPPING CENTER INFORMATION ELECTRICAL: 2008 NATIONAL ELECTRICAL CODE (NEC) --.__ - - SEMINOLE TOWN CENTER A5.0 FIXTURE PLAN 2/20/13 MANAGER'S DESK, CABINET, CHAIR • • FIRE PROTECTION: 200 TOWN CENTER CIRCLE, SANFORD, FL. 32111 2010 FLORIDA FIRE PREVENTION CODE A5.1 FIXTURE DETAILS 2/20/13 DIVISION XIII: SPECIAL CONSTRUCTION MALL /OPERATIONS MGR: A60 REFLECTED CEILING PLAN 2/20/13 DIVISION XIV: CONVEYING SYSTEMS CONTACT: JOHN PENNY ENERGY: 2010 FLORIDA BUILDING CODE ENERGY CONSERVATION DIVISION XV: MECHANICAL TEL: (401) 323-1843 ACCESSIBILITY: 2012 FLORIDA ACCESSIBILITY CODE M1.0 MECHANICAL PLAN SPRINKLER PIPING 4 HEADS • • • REWORK AS REQUIRED, COORDINATE WITH MALL OFFS REQ'D SUB LANDLORD INFORMATION - - _ - FIRE EXTINGUISHERS) • • AS REQUIRED BY LOCAL CODE 2010 FLORIDA CODE EXISTING BUILDINGS M2.0 MECHANICAL DETAILS - SIMON PROPERTY GROUP EXISTING BUILDING: - - _ PLUMBING (SAN, ES NATIONAL CITY CENTER DPW) • • • 115 WEST WASHINGTON STREET E1.0 ELECTRICAL POWER PLAN 2/20/13 PLUMBING FIXTURES • • • INDIANAPOLIS, IN 46204 _ _ DIFFUSERS 4 GRILLES 4 DUCTWORK • • • REFER TO SHEET Ml -0 CONTACT: DAVID FLETCHER OCCUPANCY GROUP: E2.0 ELECTRICAL LIGHTING PLAN 2/20/13 MECHANICAL EQUIPMENT • - - - TEL: (311) 263-2281 M = MERCANTILE E3.0 ELECTRICAL POWER RISER 4 SCHEDULES 2/20/13 -- AIR CURTAIN -- EMAIL: DCONSTRUCTION TYPE: FLETCHER*SIMON.GOM E4.0 ELECTRICAL - DETAILS • - _ FIRE DAMPERS • ARCHITECT TYPE II B E4.1 ELECTRICAL DETAILS 2/20/13 TOILET EXHAUST FAN, DUCTWORK, ROOF GAP • - WILLIAM PHILIP WHITE - - AIR BALANCE REPORT - 438 E. WILSON BRIDGE RD. _ • • SUITE 100 - - WORTH INGTON, OHIO 43085 - - -. - _ TEMPERATURE CONTROL SYSTEM • _ _ u��-n`ot+vl' e�- SMOKE EVACUATION SYSTEM • - PHONE: (il 436-0100 PC A Nor GP�As CONTACT: BRUCE MOODY DIVISION xvl: ELECTRICAL -- - - - MAIN SERVICE CONDUIT • VERIFY W/ RISER AND IN FIELD ENGINEER �'` st. � � _. - - VERIFY W/ RISER AND IN FIELD MAIN SERVICE WIRING • JAMES KNOCHEL - 438 E. WILSON BRIDGE RD. FEEDER GABLE • INC. CONNECTION TO LANDLORD'S CIRCUIT BREAKER - - SUITE 100 CONDUIT, WIRING 4 DEVICES • • WORTHINGTON, OHIO 43085 - LIGHTING_ FIXTURES /LAMP_ S • • SEE SHEET Ail AND E2.0 FOR MORE INFO. PHONE: (614) 436-0100 TELEPHONE CONDUIT 4 PULL WIRE • • CONTACT: JAMES KNOCHEL TIME CLOCK STORE TABULATION SYMBOLS _ • • _ DATA CONDUIT • • PROJECT COORDINATOR OCCUPANT _ INC. VIDEO MONITORS AND MOUNTS. G.G. t0 COORDINATE 4 CENTER COWANAND ASSOCIATES AREA SQ. Ft. CALCULATION LOAD RATIO ,« �-DETAIL NUMBER /LETTER DATA CABLING (LAN) • • CALL OUT SECTION - - - 438 E. WILSON BRIDGE ROAD �.I REVISION CASH WRAP GABLE 4 RELATED CONNECTORS • • WORTHINGTON, OHIO 43085 SALES AREA: 3,584 SQ. FT/ 30 PERSONS 119 65 % DETAIL SHEET - - _ IDENTIFIER � GASH WRAP CONDUIT 4 TERMINATION • • CONTACT: BRUCE MOODY `S FINISH O STOCK AREA: 1504 SQ. FT/ 300 PERSONS 5 21 °r, ELEVATION MINIMUM FP -1 REGISTERS, COMPUTERS, PRINTERS, ETC. • • EMAIL: BMOODYsCOWANANDASSOCIATES.COM - - - - -- "" � IDENTIFIER - TEL: 614-436-0100 NON -SALES AREA: 415 SQ. FT/ 300 PERSONS 1 g qa CLEARANCE EQUIPMENT TEN4NT ELECTRICAL PANELS • _ WALL REIFY. TO DOOR IDENTIFIER . G.C. TO v.IF., SEE ELm FOR MORE INFO. TOTALS .,,503 / TENANT ELECTRICAL TRANSFORMERS • - 5 sQ. FT, 300 PERSONS 125 100 io TYPE _ A SCHEDULE REF. TO PARTITION REF. TO EQU'PMENT. POWER TO SIGN • • G.C. TO VERIFY EX'G POWER IN FIELD LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS 2 ARE PROVIDED. SCHEDULE - SCHEDULE MINIMUM 1� 5,-0'�l COLUMN A _ _ DOOR AUDIO SYSTEM - -- SEE SHEET A6.0 FOR MORE INFO. _ PLAN 7 CLEARANCE �'' GRID LINE IDENTIFIER 1 - - "I� I' `- - CCTV SYSTEM • • SEE SHEET A6.0 FOR MORE INFO. CLER DETAIL REF. t0 DOOR O� _ �J FIRE ALARM SYSTEM • • BY LANDLORD AT G.C.'S EXPENSE SCHEDULE L IGHTHAUSE SYSTEM - - • - -- WI-FI • EXISTING TO BE RELOCATED PLUGMOLD 1 • - - • SEE DWG E10 ABBREVIATIONSOFFICt. 1. TENA T'S CONTRACTOR IS RESPONSIBLE FOR THE SCOPE OF WORK AS INDICATED IN THE DRAWINGS UNLESS OTHERWISE NOTED IN THE RESPONSIBILITY SCHEDULE ABOVE. ANY QUESTIONS OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT PROJECT MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. A.F.F. ABOVE FINISH FLOOR HOR. HORIZONTAL RM. ROOM 2. ALL G -SHEETS RELATE TO ALL TRADES AND VENDORS. C' kT BRG. BEARING LAV. LAVATORY R.O. ROUGH OPENING PER'Y'I� BLDG. BUILDING MFR MANUFACTURER R.U.G. ROLL UP GRILLE 3. TENANT'S CONTRACTOR IS TO PROVIDE SCHEDULE AND PROJECT CALENDAR TO TENANT'S PROJECT MANAGER TO SHARE WITH OTHER VENDORS (E.G.-FIXTURE SUPPLIER, FLOORING 8.0.5. BOTTOM OF SOFFIT MAX. MAXIMUM SIM. SIMILAR SUPPLIER/INSTALLER, SIGNAGE MANUFACTURER, LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS)_ CLC. CEILING MIN. MINIMUM SPEC. SPECIFICATION 4. FOR MATERIALS PROVIDED BY OTHERS, TENANT'S CONTRACTOR IS t0 RECEIVE AND IS TO REPORT MISSING ITEMS OR DAMAGES t0 TENANT PROJECT MGR WITHIN 48 HOURS OF RECEIPT. IF C.L. CENTER LINE MISC. MISCELLANEOUS SQ. SQUARE TENANT'S CONTRACTOR FAILS TO DO SO; THE TENANT'S CONTRACTOR IS RESPONSIBLE FOR COSTS RELATED TO REPLACING MISSING OR DAMAGED TENANT FURNISHED MATERIALS. CONST. CONSTRUCTION MWC MILLWORK CONTRACTOR STD. STANDARD DIA. DIAMETER N.I.C. NOT IN CONTRACT TYP. TYPICAL 5. TENANT'S CONTRACTOR IS RESPONSIBLE TO COORDINATE PROPER RECEIPT OF ALL TENANT SUPPLIED ITEMS INCLUDING BUT NOT LIMITED TO HAVING ALL NECESSARY EQUIPMENT FOR DIM. DIMENSION O.C. ON CENTER U.N.O. UNLESS NOTED OFF-LOADIN6`CARPET FROM DELIVERY TRUCK EQ. EQUAL OFF. OPPOSITE OTHERWISE 6FT. FEET PL, PLATE VERT. VERTICAL. TENANT'S CONTRACTOR 15 RESPONSIBLE FOR RELOCATING ALL EXISTING FIXTURES THAT ARE TO REMAIN FROM THE TEMPORARY LOCATION BACK TO THE SITE AFTER CONSTRUCTION IS COMPLETE. FLUOR FLUORESCENT R, RAD. RADIUS Y.I.F. VERIFY IN FIELD GA. GAUGE R.C.P. REFLECTED CEILING W/ WITH 7. TENANT TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR ORDER RELEASE PACKAGE. TENANT'S CONTRACTOR TO ENSURE THAT THIS IS MAINTAINED ON SITE BY FIELD G.G. GENERAL CONTRACTOR PLAN W/O WITHOUT SUPERINTENDENT. G.W.B. GYPSUM WALL BOARD REQ'D REQUIRED WD. WOOD 8. TENANT'S CONTRACTOR t0 FURNISH TENANT PROJECT MANAGER WITH AS -BUILT DWGS. REFLECTING ACTUAL CONDITIONS UPON COMPLETION OF JOB. H., HT.. HEIGHT REV. REVISION FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, G ON7 OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL 2.2/-/3 Prohibition On Re -use and Copyrlghl Notice. The Information and specifications c^nntoined within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this informution for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents i� strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the author(s), Display, reproduction or use for any but the specifically agreed upon purposes without the written (iulhorizotion from the signing architect and engineer of record authoring these documenls is strictly prohibited by [he law. Ihosa drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE 1 OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF YII ,�y1 a111�4 �' r � ® 2 •� ® f '�y ?r 0 ,rl S P 0 RTS PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32777 SPACE K04 STORE NO. 14508 SHEET TITLE COVER SHEET SHEET NO. G CH TYRONE V) 2 rr W 0. LA. 0 FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Fe use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work of the specific location indicated. Use of his information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. Ihese drawings and specifications, and Rhe information contained within, are and shall remain the property of the outhor(s). Displuy, reproduction or use for any but the specifically ograed upon purposes without the written authexi[olion (ram the signing architect and engineer of record authoring these document; is strictly prohibited by the low. These drawings and specification; are subject without limitolion to copyright protection as an arc,.hitectural work under the Architectural Works Copyright Protection Act of 1990. I I REVISIONS NO. I DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF 1, thy, 0 � �� v..� � :... �...� 6_-. �.�• d) kik i �`I >� �r ' r i SPORTS w�... PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE ARCHITECTURAL SPECIFICATIONS SHEEP NO. G1 A_ DIVISION I GENERAL REQUIREMENTS/ GENERAL NOTES GENERAL CONDITIONS (CONT.) DIVISION III CONCRETE DIVISION VIII DOORS & WINDOWS (CONT.) DIVISION IX FINISHES (CONT.) I. VISIT THE 51TE AND VERIFY ALL EX15TING CONDITIONS. BRING ANY L - CLEAN UP AT TURNOVER: A - PATCHING (WHEN REQUIRED): 5- STOREFRONT GLAZING: E - CARPET: DEVIATIONS TO THE ATTENTION OF THE TENANT'S PROJECT MANAGER. THE STORE 15 TO BE PROF€65IONALLY CLEANED AND LEFT IN "READY FOR SELLING" MINIMUM 3000 PSI CONCRETE FILLER AND PATCHING WHERE EXISTING SLAB HAS BEEN 1. GLAZING, 1/2" THICK GLEAR TEMPERED GLA55 (ORAS INDICATED ON 1. CARPET, TERRAZZO STRIP, AND/OR REDUCER MUST BE NEW MATERIALS AND MUST CONDITION. STOREFRONT, LIGHTS, STORE FIXTURES, ADJACENT NEUTRAL PIERS AND REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC. DRAWINGS), POLISH ALL EXPOSED EDGES. CONFORM TO ALL CODE REQUIREMENTS AND INDUSTRY QUALITY STANDARDS. 2. ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR LANDLORDS' BULKHEAD ARE TO BE CLEANED OF ALL DUST, GLUE, GROUT, AND MISAPPLIED PAINT. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION 5- CONCRETE SLAB: 2. PROVIDE AND INSTALL GLAZING CLIPS OR BUTTONS AS REQUIRED BY 2. PREPARE FLOOR SURFACE TO ELIMINATE HOLES, CRACKS OR BUMPS. ALL EDGE SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING THE WORK. FAILURE TO DO 50 SHALL PLACE FULL RESPONSIBILITY FOR ANY €RROR$ MATERIALS AS DIRECTED BY THE PROJECT MANAGER. HVAC FILTERS TO BE CHANGED INSTALL MINIMUM 3000 PSI CONCRETE WITH b" X b" - WIA X WIA W.W.F. AT MID LEVEL LOCAL CODE. CONDITIONS AT MALL FLOOR AND GARPET TO BE FLOATED UP FOR SMOOTH, EVEN UPON THE CONTRACTOR. FOLLOWING CLEANING. OVER 6 MIL. VAPOUR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE t0 3. REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS, TRANSITION. LOCAL CODE REQUIREMENTS). INSTALL CONTROL JOINTS AT MAX. 200 SF. 3. GARPET SHALL BE TURNED OVER GLEAN AND WITHOUT 6TAIN5 OR SNAGS DUE TO 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL M - INSURANCE: CONSTRUCTION WORK PROTECT CARPET BEFORE, DURING, AND AFTER INSTALLATION. SETBACKS, AND/OR EASEMENTS, EXISTING UTILITIES, AND ANY C - GLASS AND GLAZING: UNDERGROUND OR SURFACE STRUCTURE OR CONDITIONS PRIOR t0 COMMENCING THE WORK SECURE, PAY FOR AND MAINTAIN, DURING CONSTRUCTION AND FIXTURING WORK WITHIN LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN I. MIRRORS SHALL BE 1/4" CLEAR PLATE PROVIDED AND INSTALLED BY THE 4. INSTALL ALL CARPET AS PER "CARPET INSTITUTE" RULES AND GUIDELINES. AMOUNTS AS SET FORTH HEREIN. WORK SHALL NOT COMMENCE UNTIL ALL DIVISION IV MASONRY CONTRACTOR WITH CONTINUOUS CHROME J -MOULD, STYLMARK 0420065 OR EQUAL, TOP AND BOTTOM (MITRED CORNERS) AND ADHESIVE RECOMMENDED F - VINYL COMPOSITION TILE/VINYL BASE: 4. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A WALL FRAME REQUIRED INSURANCE HAS BEEN OBTAINED AND CERTIFICATES OF SUCH BY MIRROR MANUFACTURER. SEAL ALL EDGES WITH CLEAR SILICON CAULK, WITH CLEAR PLEXI FACE OVER THE MANAGER'S DESK CONTAINING THE INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND TENANT. THE ALL SIDES. 1. 1/8" X 12" X 12" VINYL RESILIENT TILES WITH 4" (OR 6") HIGH X 1/8" THICK, TOP-5ET, CERTIFICATE OF OCCUPANCY. LANDLORD MUST BE NAMED AS "ADDITIONAL INSURED". CERTIFICATE OF STRAIGHT VINYL BASE AT CARPET AND COVE AT VINYL TILE. (PRE FORMED CORNERS INSURANCE SHALL COVER WORK PERFORMED BY THE CONTRACTOR, EACH NO WORK UNDER THIS SECTION UNLE55 REQUIRED FOR PROPER CUTTING AND ARE REQUIRED). SEE FINISH SCHEDULE FOR SPECIFIED MATERIALS. 5. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A P.V.G. TUBE SUBCONTRACTOR AND ALL MAJOR SUPPLIERS. THE TENANT GENERAL A - REPAIR OF BUILDING SHELL. IN THIS EVENT, ALL WORK SHALL BE PERFORMED TO AS SPECIFIED IN THE PLANS WITH A COMPLETE COPY OF THE AS -BUILT CONTRACTOR AND SUBCONTRACTORS REQUIRED MINIMUM COVERAGE AND LIMITS THE HIGHEST LEVELS OF QUALITY AND CRAFT51'1AN5HIP AND SHALL BE D - ACCES5 DOORS: 2. FILL ALL CRACKS, JOINTS, ETC. IN SUB -FLOOR WITH CRACK FILLER APPROVED BY CONSTRUCTION DOCUMENTS. OF LIABILITY ARE AS FOLLOWS: COORDINATED WITH LANDLORD'S REPRESENTATIVE. 1. PROVIDE FLUSH TYPE METAL ACCESS DOORS MIN 16" X 20", OR AS SPECIFIED ON FLOORING MANUFACTURER INSTALL ALL MATERIALS WITH WATERPROOF TYPE 6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES FOR THE DRAWINGS, MANUFACTURED FROM " 14 GA. STEEL, COMPLETE WITH FLUSH FLANGE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS SPECIFIED WORK. TYPE FRAMES MANUFACTURED FROM " 16 GA. STEEL, WITH ANCHORS. AND SURFACE INVOLVED. 1. WORKMEN'S COMPENSATION INSURANCE INCLUDING PAYMENT TO THE EMPLOYEES OF THE CONTRACTOR, COMPENSATION PROVIDED BY THE WORKMEN'S COMPENSATION LAWS OF THE STATE IN WHICH THE WORK 15 BEING PERFORMED, WITH LIMITS OF NOT LE55 THAN $2,000,000. DIVISION V METALS 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS APPROVED BY THE TENANT'S PROJECT MANAGER. 3. SLABS OR REBS SUB -FLOORING N ED MOISTURE TESTED AND RESULTS COMPARED UTO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO E E TESTING TO BE REPORTED t0 TENANT'S PROJECT MANAGER MOISTUREEDIATELY. A - METAL STUDS: SPECIFICATIONS 2. CONTRACTOR'S PUBLIC LIABILITY INSURANCE, HAVING LIMITS OF IMMEDIATELY. 3. NOT LESS THAN $2,000,000. CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE, HAVING LIMITS 1. 20 GA. MINIMUM AT NON -SALES WALLS, AT STOREFRONT OR WALLS WITH DECKS ABOVE. 3 4. ACCESS ODORS SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND CEILING MATERIALS. ACCESS DOORS LOCATED IN FIRE RATED WALLS, FLOORS, CEILING -FLOOR OR G - 1. CERAMIC TILE: PROVIDE AND INSTALL CERAMIC TILE WHERE INDICATED. DIVISION I GENERAL REQUIREMENTS/ OF NOT LESS THAN $2,000,000. 2. 25 GA. MINIMUM, AT 16" D.C. MAXIMUM AT TYPICAL PARTITIONS UNLESS CEILING -ROOF ASSEMBLIES SHALL BE UL FIRE RATED LISTED AND LABELLED. 2. THICKNESS OF FLOORING MATERIALS MAY VARY. PROVIDE A MORTAR BED THAT 4. GENERAL THIRD PARTY PROPERTY DAMAGE INSURANCE, HAVING OTHERWISE NOTED. RESULTS IN A FLUSH FLOOR FINISH CONDITION. GENERAL CONDITIONS LIMITS OF NOT LESS THAT $2,000,000. 3. PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLIPS, ANCHORS, ANGLES, BRIDGES, 5• PROVIDE KEYED LOCK AT ALL ACCESS DOORS IN COMMON AREAS. 3, INSTALL TILES USING RECOMMENDED METHODS OF THE "TILE CONTRACTORS 5. CONTRACTOR TO FURNISH A HOLD HARMLE65 CERTIFICATE FOR BRACKETS, SLEEVES, ETC., A5 REQUIRED. 6. FIN16H t0 MATCH ADJACENT SURFACES. ASSOCIATION OF AMERICA" AND THE "TILE COUNCIL OF AMERICA INC." U61NG THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL FOOTLOCKER ING. 5- STRUCTURAL STEEL AND/OR HEAVY GAUGE METAL FRAMING: THIN SET METHOD. TILE JOINTS ARE TO BE 1/8" WIDE. TENANT SPACE INCLUDING, BUT NOT LIMITED TO ALL FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION. 6. LIMIT TO BE ADJUSTED WHERE REQUIRED BY LANDLORD FOR ADDITIONAL COVERAGE ONLY TO MEET CRITERIA LISTED IN TENANT CRITERIA BOOKLET, 1, INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. A5 SHOWN IN THE E - STOREFRONT CLOSURE: 4• CAREFULLY CLEAN ALL WORK (ALL GROUT FILM MUST BE REMOVED) AND REPLACE OR AS DISCUSSED IN PRE -CONSTRUCTION MEETING WITH LANDLORD PLANS AND DETAILS. I. INSTALLATION AND SUPPORT OF ROLL -UP GRILLE OR SECURITY GATE MUST OR REPAIR ANY DAMAGED WORK AND LEAVE IN PERFECT CONDITION. USE NO ACID A - COORDINATION: REPRESENTATIVE. C - PROTECTIVE CORNER GUARDS: COMPLY WITH LOCAL GORES. AGENT OR DEVICE THAT WILL MAR SURFAGE. I. OBTAIN A COPY OF THE TENANT CONTRACTOR GUIDELINES HANDBOOK 1. PROVIDE AND INSTALL METAL CORNER GUARDS At ALL OUTSIDE COMERS IN 2. REMOVE OBSTRUCTIONS THAT WILL HINDER INSTALLATION OF GRILLE. COORDINATE AND COMPLY WITH THE REQUIREMENTS. NOTE IN PARTICULAR THE N - INDEMNIFICATION: NON -SALES AREA (2" x 2" x 1211)• DELIVERY AND INSTALLATION WITH INSTALLER. H - DYED POLISHED CONCRETE INSURANCE REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, UTILITY LOCATIONS, TEMPORARY REQUIREMENTS, MALL CONSTRUCTION TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY D - REVEALS: 3. PROTECT GRILLE FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION 1. REFER t0 RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTION AND HOLD HARMLESS THE LANDLORD, TENANT, AND ARCHITECT AND THEIR AGENTS 1. INSTALL METAL REVEALS SIZE AND LENGTH AS MAY BE INDICATED ON THE MATERIALS, HAUL OFF, AND PERMIT INFORMATION. AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, ALL CLAIMS, PLANS. BLOCKING OR BACKING A5 REQUIRED TO SECURE SHALL BE PROVIDED. 2. INSTALLATION - TEST FOR MOISTURE PRIOR TO START OF FLOOR. REPORT ALL DAMAGES, LOSSES AND EXPENSES. INCLUDING BUT NOT LIMITED TO ATTORNEY'S M015TURE TEST RESULTS TO THE PROJECT MANAGER WITHIN FIVE (5) DAYS OF TEST 2. COORDINATE WORK WITH THE WORK OF OTHER TRADES, THE LANDLORD'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE 15 ATTRIBUTABLE 2. PAINT OR FINISH PER PLANS. DIVISION IX FINISHES ADMINISTRATION. USE OF A CERTIFIED DYED POLISHED CONCRETE FLOORING INSTALLER PERFORMING FORCES, AND GENERAL CONTRACTOR, TO AVOID CONFLICTS AND EXPEDITE THE COMPLETION OF THE PROJECT. TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR TO E - EXPANSION JOINTS -INSTALL AS PER PLANS AND MFR'S RECOMMENDATIONS: THE INSTALLATION PER MANUFACTURER GUIDELINES 15 REQUIRED. DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING 3. NO WORK SHALL COMMENCE WITHOUT CONSENT OF THE LANDLORD. THE LOSS OF USE RESULTING THEREFROM. USG 093 FOR CEILINGS AND WALLS, AS MAY BE INDICATED IN THE DRAWINGS. 3. FLOOR PREP - PER MANUFACTURER GUIDELINES 5- PAYMENT AND WAIVER OF LIENS: 1. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL I" DEPTH) WITH A - GYPSUM DRYWALL: 4. FLOOR PROTECTION - SUPPLY AND INSTALL RAM BOARDS OVER ENTIRE FLOOR ALL PAYMENTS MADE TO THE TENANT'S GENERAL CONTRACTOR FOR TH15 0- MISSING/DAMAGED FREIGHT: 2. ELASTOMERIC FILLER TO MATCH FINISH AS MANUFACTURED BY CON5PEC SYSTEMS INC., 1. PROVIDE AND INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION TAPING ALL SEAMS. PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY FOR PAYMENTS MUNCY, PA (111) 546-5941, (800) 899-8493 FRAMING. CEILING 6USPEN61ON SYSTEMS, AND RELATED ACCESSORIES, PARTS, GC TO CLEAN FLOORING AS PER MANUFACTURE'S INSTRUCTIONS. TO 5U5GONTRACTOR'5, MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED BY 1. OPEN BOXES WITH OBVIOUS DAMAGE. MATERIALS, ETC. AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. INSTALL ALL SPECIFIC CONTRACTORS TO PERFORM WORK OR SUPPLY MATERIALS TO 2. BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(5) F - UNISTRUT SPACE FRAME GRID SYSTEM AS REQUIRED FOR LIGHTING, MATERIALS PER THE MFR'S 5PECIFICATION5 AND RECOMMENDATIONS. 5. MOISTURE TEST ONLY REQUIRED FOR SLABS ON GRADE d NEWLY INSTALLED THI5 PROJECT. THE TENANTS' GENERAL CONTRACTOR IS REQUIRED t0 DAMAGED OR MISSING. (EXAMPLE) -(4) PANELS - PERIMETER WALL TELEVISION MONITORS, CEILING ACCESSORIES OR MECHANICAL CONG. SLAB. SUBMIT PARTIAL WAIVERS OF LIEN FOR H15 WORK A5 WELL A5 FOR H15 DAMAGED. DO NOT JUST NOTE "I CARTON OR PALLET DAMAGED." SYSTEMS SUSPENSION: 2, GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK FIRE CODE SHEET ROCK (TYPE "X") WORK, ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. THE FINAL TEN 3. AFTER THE PROBLEM IS NOTED ON THE FREIGHT BILL, HAVE CARRIER'S DRIVER 1. PROVIDE AND INSTALL PER MANUFACTURES SPECIFICATIONS WITH ALL PANELS OF STANDARD QUALITY OR APPROVED EQUAL. PERCENT RETENTION ON THI5 PROJECT MUST INCLUDE SIGNED AND ALSO SIGN IT. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF ACCESSORIES REQUIRED FOR A COMPLETE JOB. 3. FASTENERS: DRYWALL SCREWS OF PROPER 51ZE AND TYPE. EXECUTED WAIVERS OF LIEN INDICATING 100%%% COMPLETION AND 100%%% PAYMENT IN FULL BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. A 4. DAMAGE. THERE ARE TIMES WHEN DAMAGE 15 DISCOVERED ONLY UPON UNPACKING THE 2. SUPPORT WITH THREADED RODS AND NUTS FROM STRUCTURE AS REQUIRED OR 4. ACCESSORIES AND TRIM: U.S. GYPSUM BOARD OR GOLD BOND SYSTEM OF L15T OF ALL SUBCONTRACTORS, INCLUDING ADDRESS AND PHONE NUMBER, FREIGHT. IN ORDER TO RECEIVE PAYMENT IN SUCH CASE, WE MUST PROVE THAT THE DETAILED. COMPONENTS AND PERFORATED TAPE. ALL METAL TRIM SHALL BE ARE TO BE PROVIDED TO THE STORE AND t0 THE TENANT'S HOME OFFICE. FREIGHT WA5 DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST 3. CONTACT UNISTRUT SPACE FRAME SYSTEMS AT (630) 113-3460. PERFORATED FLANGE TYPE FOR COMPOUND FINISH, BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE, AND IF FOUND, THE FREIGHT BILL SHALL BE NOTED AND SIGNED AS IN I AND 2 ABOVE. 5- CEILING SYSTEMS: DIVISION VI WOOD & PLASTICS 1. RUELATEDAADCESSORIESCEILING SUSPENSION SYSTEM AND C - QUALITY OF WORK: 5. SEND ALL REQUIRED DOCUMENTATION VIA FAX t0 TENANT PURCHASING MANAGER AS MOWN ON DRAWINGS AND A5 SPECIFIED. ALL ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMAN LIKE MANNER IN OR PROJECT MANAGER WITHIN 48 HOURS OF TAKING RECEIPT OF MATERIALS. IF ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND 0.5.H.A, TENANT'S CONTRACTOR FAILS TO FOLLOW THI5 PROCEDURE, TENANT'S CONTRACTOR A - CARPENTRY $ BLOCKING: 2. ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO THE REPLACEMENT OF "TENANT BEFORE U51NS. WOOD FRAMING BLOCKING OF ANY TYPE, CONFIRM CODE SOFFITS, GYPSUM BOARD AND LAY -IN CEILINGS SHALL BE ANCHORED TO THE THE PLANS UNLESS A VARIANCE 15 APPROVED BY THE TENANT AND ALL M1551NG OR DAMAGED FURNISHED" MATERIALS. 1 RESTRICTIONS. IF USE OF WOOD 15 PERMITTED BY REQUIREMENTS, ADHERE TO STRUCTURAL JOISTS AND BEAMS ONLY. THE GENERAL CONTRACTOR IS RESPONSIBLE AUTHORITIES HAVING JURISDICTION. ALL EQUIPMENT d MATERIALS UNDER THE THE FOLLOWING GUIDELINES: FOR PROVIDING AND INSTALLING ANY ADDITIONAL FRAMING REQUIRED. DIVISION X SPECIALTIES CONTRACT ARE TO BE NEW UNLE55 OTHERWISE SPECIFIED IN THE PLANS. 1. USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT 3. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES, WAS PRODUCED. ALL MATERIALS SHOULD HAVE FACTORY EDGES AND CORNERS. CEILING GRILLES, DIFFU5ER5 AND OTHER TYPICAL CEILING ACCESSORIES. PROVIDE A - PERIMETER WALL OUTRIGGER SYSTEM: D - GODE COMPLIANCE: DIVISION II SITE CONSTRUCTION 2. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL SYSTEM COMPONENTS FROM A SINGLE MANUFACTURER. 1. INSTALL PREFABRIGATE D/PREFINISHE D PERIMETER WALL MERCHANDISING IT 15 THE RE510ON5151LITY OF THE CONTRACTOR TO MAKE CERTAIN BLOCKING, NAILER5, FURRING AND OTHER ROUGH AND FIN15HED MATERIALS AS 4. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH THE AND DISPLAY SYSTEM PER DRAWINGS. THAT ALL WORK 15 IN COMPLIANCE WITH ALL CODES, ORDINANCES, REQUIRED. BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE 2. PROVIDE IN -WALL BLOCKING A5 NEEDED TO PROVIDE ADEQUATE SUPPORT. AND REGULATIONS OF ALL PUBLIC AUTHORITIES HAVING JURISDICTION A - VERIFY EXISTING CONDITIONS AND LOCATIONS OF UTILITIES, ROOF DRAINS, SECURE IN PLACE WITH SUFFICIENT NAILS, SPIKES, SCREWS AND BOLTS AS NECESSARY. REQUIREMENTS. FINISH CEILING SHALL BE LEVEL WITH JOINTS, SNUG AND SQUARE, ( E.G.-N.E.G., ETC.). HVAC EQUIPMENT, ETC., PRIOR TO COMMENCING THE WORK. AND IN PERFECT CONDITION. 3. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. E - DIMENSIONS: 5- DEMOLITION: 3. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING, SUPPORTS, ETC. 5. MATERIALS AND FINISHES 5- LAVATORY ACCESSORIES: UNLE55 OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FIN15HED TO I. SCOPE OF WORK THIS PORTION OF THE WORK INCLUDES ALL LABOUR, MATERIALS 4. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, Etc. A5 REQUIRED a. REFER TO REFLECTED CEILING PLAN FOR SPECIFICATION OF MATERIALS. I. FURNISH AND INSTALL BATHROOM ACGE660RIE5 (SEE SCHEDULE): "BOBRICK" OR FINISHED FACE OF MATERIALS, FACE of STOREFRONT, OR LEASE LINE. VERIFY ALL PROPOSED DIMENSIONS TO BE CON515tENT WITH FIELD CONDITIONS. AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL t0 COMPLETE FOR CARPENTRY WORK b. REFER TO FINISH PLAN FOR SPECIFIED CEILING FINISH. EQUAL. ADVISE TENANT'S PROJECT MANAGER OF ANY DISCREPANCY BETWEEN THE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. IN GENERAL, THE ITEMS t0 BE PERFORMED 5. ALL EXISTING OR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE IDENTIFIED c. LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT. 2. ACCESSIBLE ACCESSORIES - PROVIDE ALL HANDRAILS, FIXTURES, ETC. REQUIRED BY GODE. CONFIRM REQUIREMENTS PRIOR t0 INSTALLATION. DRAWINGS AND ACTUAL JOB CONDITIONS BEFORE COMMENCING THE WORK. ALL ANGLES SHALL BE 90 OR 45 DEGREES, UNLE55 OTHERWISE NOTED IN THE UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL WITH A UL LABEL CERTIFYING THIS CLASSIFICATION. d. CEILING WHERE NOTED ON PLANS SHALL BE 1 HOUR RATED AND SHALL 3. INSTALL IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT FOR CONSTRUCTION DOCUMENTS. EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT 5- MILLWORK: CONSIST OF CLASS "A" TILES WITH SUSPENSION GRID, HARDWARE, CLIPS, ETC. ACCESSORIES. FIXTURES, FLOORING, DOORS AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND I. RECEIVE AND INSTALL ALL PRE -FINISHED MILLWORK AND CABINETS, FIXTURES, NECESSARY TO ACHIEVE RATING. C - SIGNS/SIGNAGE: STOREFRONT AND A5 SPECIFIED ON THE DRAWINGS. FOR LAKE -OVER PROJECTS PANELLING, DOORS AND FRAMES, ETC., AS SHOWN ON DWGS. OR A5 DIRECTED. F - SHOP DRAWINGS: FOOTLOCKER INC. REP. MAY ELECT t0 RE -USE EXISTING STOCK AREA GONDITIONS G - PAINTING, FINISHING, AND WALL COVERING: I. INSTALL ALL TEMPORARY 51GN5 AND BANNERS AS REQUIRED, BASED UPON 1. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR FOR PROJECTS INVOLVING EXISTING FOOTLOCKER INC. OWNED SCORES. IN SUCH CASE VERIFY WITH FOOTLOCKER INC. CONSTRUCTION MANAGER BEFORE REMOVAL 2. CUT, FIT AND INSTALL ALL MILLWORK AND SET PLUMB AND TRUE IN ACCORDANCE 1. PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY DIRECTED INSTRUCTIONS OF TENANT'S PROJECT MANAGER. REQUIRES, PLUS TWO COPIES, TO THE TENANT'S PROJECT MANAGER FOR AND CONSTRUCTION. WITH A66EMBLY /INSTALLATION DRAWINGS PROVIDED. OTHERWISE IN THE DRAWINGS, COVER ALL SURFACES THOROUGHLY AND EVENLY. IF D - AUDIO/VIDEO SYSTEMS: APPROVAL. 3. BACK OUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT THE NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, APPLY I. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. 2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS SPLITTING. ADDITIONAL GOATS OF SPECIFIED MATERIAL TO PROVIDE SATISFACTORY COVERAGE. 3. OF THE WORK. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, 4. CONFIRM BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL SEE FINISH SCHEDULE FOR SPECIFICS. E - STOCKROOM MOBILE SHELVING SYSTEM: AND OTHER DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO 2. DISCONNECTION OF SERVICES ASSEMBLIES. 2. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED. 1. CONFIRM CODE COMPLIANCE WITH TENANT PROJECT MANAGER PRIOR TO SHIPMENT PROVIDE INFORMATION SPECIFIC TO THI5 WORK. a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK 5. ALL FIXTURES ARE TO PROFESSIONALLY CLEANED 3. PREPARE BY CLEANING ALL SURFACES FREE OF LOOSE DIRT AND DUST PREPARE AND INSTALLATION. 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY SHALL BE RE-ROUTED AS NECESSARY TO PROVIDE TEMPORARY ALL METAL SURFACES IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN F - FITTING ROOM ACCESSORIES: CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR CONTINUATION SERVICE. SPECIFICATIONS. 1. PROVIDE IN -WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES. b. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN DIVISION VII THERMAL &MOISTURE PROTECTION 4• PAINTED DRYWALL SHALL RECEIVE ONE COAT of LATEX PRIMER AND TWO COATS OF 5. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR APPROVED MANNER. c. SPRINKLER SHUTDOWN SHALL BE COORDINATED WITH THE BUILDING SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCH 2. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. A - VAPOUR BARRIER: SYSTEM LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. PRIOR TO EXECUTION OF WORK. UP ALL SUCTION SPOTS OR HOT SPOTS AFTER THE APPLICATION OF THE FIRST COAT AND BEFORE APPLYING A SECOND COAT, TO PRODUCE AN EVEN RESULT IN THE 6. DIRECT ALL SUBMITTALS t0 THE TENANT'S PROJECT MANAGER. 3. ABANDONED ELECTRICAL WIRING CONDUITS AND OTHER UTILITIES ENCOUNTERED I. PROVIDE AND INSTALL 6 MIL POLYETHYLENE BELOW ALL REQUIRED PATCH AREAS At SLAB ON GRADE CONDITIONS AND 4 MIL. POLYETHYLENE AT WALLS FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MFR.'S RECOMMENDATIONS FOR RE -GOAT TIME SEAL ALL DRYWALL 5URFACE5 DIVISION XI EQUIPMENT G - GUARANTEE: IN THE PROGRESS OF THE DEMOLITION THAT ARE TO BE ABANDONED SHALL BE THAT RECEIVE BATT INSULATION. BEHIND MIRRORS AND BUILT-IN COMPONENTS. GUARANTEE IN WRITING ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER. ANY 5- ELA5TOMERIG CRACK BRIDGING: COMPLETION AND ACCEPTANCE BY THE TENANT. ALL WORK SHALL CONFORM TO ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. 1. PROVIDE AND INSTALL ELASTOMERIC CRACK BRIDGING AS MANUFACTURED BY 5. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, FILL A - THE WORK UNDER THI5 SECTION 15 TO BE INSTALLED ACCORDING TO SHOP DRAWINGS REQUIREMENTS OUTLINED IN THE LANDLORD'S SPECIFICATION TO LESSEE AND NATIONAL APPLIED CONSTRUCTION PRODUCTS, INC., P.O. BOX 1266, GUYAHOGA FALLS, CRACKS, ETC. BEFORE APPLYING FINISH. AND SPECIFICATIONS OF THE ASSOCIATED MANUFACTURER. SHALL BE APPROVED BY THE LANDLORD. FURNISH THE FOLLOWING UPON COMPLETION OF WORK: OHIO 44223± PHONE 213-928-3414, OR APPROVED EQUAL. 6. SAND ALL WOOD SURFAGE5 SMOOTH AND EVEN BEFORE APPLYING FINISH. 5- REFER t0 RESPONSIBILITY SCHEDULE ON G1.0 FOR PARTIAL L15t OF ITEMS. C - BATT INSULATION: 1. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, AGGE550RIES, PLATES, 1. CERTIFICATE OF OCCUPANCY 4. DEMOLITION LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR 2. GENERAL CONTRACTOR'S AFFIDAVIT OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR 1. PROVIDE AND INSTALL MINIMUM R-13 FRICTION FIT, FULL BATT INSULATION AS MANUFACTURED BY OWENS-CORNING FIBERGLAS OR EQUAL WHERE INDICATED ON SUCH ITEMS. 3. GENERAL CONTRACTOR'S RELEASE OF WAIVER OR LIEN THAT PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR DRAWINGS. 8. PAINT ALL RADIATION COVERINGS, CONVECTORS, REGISTERS, LOUVERS, GRILLES, DIVISION XII FURNISHINGS 4. AN EXECUTED AND ACKNOWLEDGED RELEASE OF MECHANICAL LIENS WITH SALVAGE REQUIREMENTS. WHERE SALVAGING 15 REQUIRED, PROCEDURES EMERGENCY LIGHTS, SPEAKERS, TRIM LIGHTS, EXPOSED PIPING, ACCESS DOORS, RESPECT t0 DEMISED PREMISES EXECUTED BY THE TENANT'S GENERAL SHALL BE SUCH THAT THE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE SALVAGED, IF ANY, ARE LISTED BELOW, D - WATERPROOF MEMBRANE: � VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. UNLE55 OTHERWISE NOTED OR DIRECTED. A - RECEIVE, ASSEMBLE AND PLACE OFFICE, NON -SALES EQUIPMENT, AND DISPLAY CONTRACTOR AND EVERY SIB CONTRACTOR AMD SUPPLIER OF LABOUR AND 1. PROVIDED AND INSTAL A (M) 30 MIL. (MIN) WATERPROOF MEMBRANE. EXTEND A FIXTURES, IN ADDITiON TO SALES FLOOR FU=RNI51-1INGS AND FIXTURES.: REFER TO MATERIALS ENGAGED IN TENANT'S WORK. MINIMUM OF 4" UP VERTICAL SURFACES IN TOILET RMS./OR AS REQUIRED BY 9. MAKE FIN16H WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE OF RUNS, SAGS, AND MANUFACTURER'S SHOP DRAWINGS AND SPECIFICATIONS. 5. ELECTRICAL INSPECTION CERTIFICATE LANDLORD. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER 6. UNDERWRITER'S APPROVAL CERTIFICATE FOR THE ELECTRICAL WORK. 5. DISPOSAL OF MATERIALS, EQUIPMENT, AND DEBRIS E - FIRE STOPPING: MATERIALS OR COLOURS SHARP AND GLEAN WITHOUT OVERLAPPING. 5- FOR SALES FLOOR PERIMETER WALL SET: (1) SPANNER BAR AND (1) SHELF ONLY 1. HVAC WARRANTY a. MATERIALS AND EQUIPMENT TO BE SALVAGED: I. PROVIDE AND INSTALL UL TESTED FIRE STOPPING A55EM5LIE5 AS ARE APPLICABLE 10. WALL COVERINGS: REFER TO THE FINISH SCHEDULE AND FINISHES AS NOTED ON SHALL BE SET PER 2'-0" PERIMETER WALL PANEL PANEL SECTION. INSTALL 8. OPERATIONS MANUALS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT. MATERIAL AND EQUIPMENT TO BE SALVAGED ARE LISTED ON THE DEMOLITION FOR EACH CONDITION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, DRAWINGS FOR LOCATION AND EXTENT. SPANNER BAR +/- 2'-0" FROM TOP AND SHELF +/- 2'-0" FROM BOTTOM. THE PLANS. CONTRACTOR SHALL CONSULT WITH TENANT AND REVIEW THE PROVIDE FIRE STOPPING ASSEMBLIES AS RECOMMENDED BY THE FIRE STOPPING a. ALL MATERIAL TO BE INSTALLED BY SKILLED WORKMEN, IN ACCORDANCE WITH REMAINING SPANNER BARS AND SHELVES TO BE STORED IN BOXES AT THE AT THE DRAWINGS TO DETERMINE THE ITEMS TO BE SALVAGED. ALL ITEMS NOTED SYSTEM MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES MANUFACTURER'S INSTRUCTIONS. BASE OF FIXTURE FOR FINAL INSTALLATION BY STORE OPERATION PERSONNEL. H - SUPERVISION: FOR SALVAGE SHALL BE REMOVED AS CAREFULLY AS POSSIBLE SO THAT A MINIMUM AMOUNT OF RECONDITIONING WILL BE REQUIRED FOR REUSING THE HAVING JURISDICTION. b. SEAL DRYWALL BEFORE APPLICATION OF WALL COVERING WITH LATEX PRIMER. PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JOB SITE. ANY WORK ITEMS. RECONDITIONING AND INSTALLING OF SUCH ITEMS ARE SPECIFIED IN 2. PROVIDE FIRE RATED ENCLOSURES FOR ALL NON -PROTECTED STRUCTURAL REQUIRED TO BE COMPLETED DURING NON-BUSINES5 HOURS SHALL BE THE DRAWINGS AND APPLICABLE 5EGTION5 OF THESE SPECIFICATIONS. ANY MEMBERS A5 REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL EXISTING c. WALL COVERING ADHESIVES ARE TO BE PREMIXED AS RECOMMENDED BY THE COVERING INCLUDED IN THE BID. NOTIFY MALL MANAGER PRIOR TO PERFORMING ANY SUCH ITEMS SHALL BE PACKAGED AND PROPERLY STORED AND PROTECTED SPRAY FIREPROOFING SHALL BE PATCHED A5 REQUIRED TO MAINTAIN REQUIRED WALL FOR THE SPECIFIC SURFACES. DIVISION XIII SPECIAL CONSTRUCTION NDN-5U51NE65 HOUR WORK. UNTIL TIME FOR THEIR USE. RATING. d. LEAVE FINISHED INSTALLATION FREE OF BLISTERS, WRINKLES OR OTHER DEFECTS. ALL SEAMS SHALL BE TIGHTLY CLOSED. MATCH ADJACENT STRIPS 45 REQUIRED, I - UTILITIES: CONSISTENT WITH PATTERN SELECTED. A - NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT ARRANGE AND PAY FOR ALL TEMPORARY UTILITIES. FOOTLOCKER INC. MANAGEMENT DEPARTMENT WILL ESTABLISH OR TRANSFER SERVICE UNDER THE b. MATERIALS AND EQUIPMENT NOT TO BE SALVAGED: DIVISION VIII DOORS & WINDOWS e. IF CLEANING IS REQUIRED, USE ONLY MATERIALS AND METHOD RECOMMENDED MANAGER FOOTLOCKER ING. NAME UPON COMPLETION OF CONSTRUCTION AND TURNOVER ,ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED BY THE MANUFACTURER. FOR MERCHANDISING. INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF CONTRACTOR AND f. UNROLL AND CHECK WALL COVERING FOR DEFECTS IMMEDIATELY UPON SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL A - DOORS AND HARDWARE: DELIVERY- DIVISION XIV CONVEYING SYSTEMS J_ TELEPHONE: MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE 1. INSTALL ALL DOORS, FRAMES AND HARDWARE AND RELATED PARTS AND g. DO NOT HANG DEFECTIVE WALL COVERING. ALERT TENANT'S PROJECT INSTALL AN ON SITE JOB TELEPHONE AND FAX MACHINE DURING THE ENTIRE CONTRACTOR'S RESPONSIBILITY. MATERIALS A5 INDICATED ON THE DRAWINGS. MANAGER OF DEFECTIVE MATERIAL AND COORDINATE APPROPRIATE CONSTRUCTION PERIOD AND NOTIFY THE TENANT'S PROJECT MANAGER IMMEDIATELY OF THE TELEPHONE AND FAX NUMBERS. TENANT MAY OBTAIN 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GA. SIZE, SHAPE AND PARTITION TYPE PER ACTION. A - NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT LOCAL AND LONG D15TANC-E TELEPHONE SERVICE FROM ITS PROVIDER OF 6. CLEAN UP DOOR SCHEDULE. MANAGER CHOICE. SALVAGED MATERIALS SHALL NOT BE SOLD AT THE SITE. CONTRACTOR SHALL 3. LABELLED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES PER p - FIBERGLAS REINFORCED PANELS: DISPOSE OF ALL DEBRIS RESULTING FROM DEMOLITION OPERATIONS. THE APPLICABLE STATE AND LOCAL BUILDING CODES. K - TRASH REMOVAL: CONTRACTOR SHALL LEAVE THE PROPERTY, THE ADJACENT TENANT SPACES AND 1, PROVIDE AND INSTALL 1/8" FIBERGLAS REINFORCED PANELS ON SURFACES A5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF ALL THE BUILDING IN A CLEAN CONDITION, SATISFACTORY TO LOCAL AUTHORITIES AND 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND DETAILED SHOWN ON PLANS. TRASH, RUBBISH AND SURPLUS MATERIALS FROM THE JOB SITE. TENANT PROJECT MANAGER. AND AS PER MANUFACTURER'S RECOMMENDATIONS. 2, CONSULT FINISH SCHEDULE FOR MANUFACTURER'S COLOUR AND NUMBER. INSTALL 5. REFER TO THE DOOR SCHEDULE FOR SPECIFICATIONS. PER MANUFACTURER'S RECOMMENDATION. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Fe use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work of the specific location indicated. Use of his information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. Ihese drawings and specifications, and Rhe information contained within, are and shall remain the property of the outhor(s). Displuy, reproduction or use for any but the specifically ograed upon purposes without the written authexi[olion (ram the signing architect and engineer of record authoring these document; is strictly prohibited by the low. These drawings and specification; are subject without limitolion to copyright protection as an arc,.hitectural work under the Architectural Works Copyright Protection Act of 1990. I I REVISIONS NO. I DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF 1, thy, 0 � �� v..� � :... �...� 6_-. �.�• d) kik i �`I >� �r ' r i SPORTS w�... PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE ARCHITECTURAL SPECIFICATIONS SHEEP NO. G1 A_ DIVISION XV MECHANICAL DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XVI ELECTRICAL (CONT.) T T FOOT LOCKER I NC. SEC. 15000 - MECHANICAL GENERAL PROVISIONS SEC. 15400 - PLUMBING (CONT.) SEC. 15100 - HEATING, VENTILATION 4 AIR CONDITIONING (CONT.) SEC. 1592,0 - TESTING, ADJUSTING 4 BALANCING (CONT.) SEC. 16100 - WIRING METHODS A - SLEEVES C. PIPING (CONTJ: 8. METAL DUCTWORK (CONT.): A - SYSTEM TESTING, ADJUSTING AND BALANCING (CONT.): A - CONDUITS: STORE PLANNING DEPT 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT 5. INSULATION: a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH i" THICK (K=023 IV 15 F) SNAP-ON t. DUCTWORK INSTALLATION: 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, 1. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK I. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT !THIN WALL) ACCORDING TO LOCAL CODE ANp FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR FIBERCaLASS PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. LANpLORQD REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FiN15HEp AREAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET SCREW TYPE. 1 1 2 W EST 34TH STR E ET SPREAD RATING OF 15 ANp SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER: MANVILLE MICRO-LOK 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INSULATE SUPPLY AND 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION a MAINTENANCE MANUALS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS ANp/OR FLOORS SHALL BE FIRE SEALED WITH LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: RETURN AIR RECTANGULAR DUCTWORK WHERE SHOWN ON PLAN. DUCTWORK SHALL BE 2. FLEXIBLE CONDUIT OR TYPE MC CABLE SHALL BE USED FOR FINAL CONNECTIONS to LIGHT FIXTURES, MOTORS AND VIBRATING EQUIPMENT ONLYt AND WHERE 50 USED TO BE GROUNDED WITH A SEPARATE FULL NEW YORK, NY 10120 CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS 70 RETAIN THE FIRE 6. TEST a STERILIZATION: INTERNALLY INSULATED WITH I" THICK, 1-1/2 LB. DENSITY LINER (C=0.28 9 15-F). LINER IS TO SIZED RATING OF THE FLOOR OR WALL. CONFORM TO UL. ASSEMBLY RATING OF FLOOR OR WALL. HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES GREEN GROUNDING CONDUCTOR FINAL TYPE MC/FLEX CONNECTIONS SHALL BE LIMITED 70 8'-0" IN LENGTH AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER 70 B - FINAL HVAC INSPECTION: (ARRANGE CIRCUITS 50 AS TO AVOID THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILING AREAS, JUNCTION 3, SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL I. TEST POTABLE WATER PIPING AND CONDENSATE PIPING At FOR SIX HOURS. PREVENT LINER SEPARATION fROM THE DUCT. ALL TRANSVERSE EDGES TO BE COATED WITH BOXES LOCATED ABOVE LAY -IN CEILINGS ARE ACCEPTABLE). PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL R WO BE GAS AND WATER TIGHT. ADHESIVE. I. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT 7O AN a. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR STANDARD CONDUIT, AND 1/2" FOR FLEX CONDUIT (1/2" PROJECT COORDINATOR: OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. 3. TEST GAS PIPING PER NFPA 54 CODES. 3. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE EXTERNALLY INDEPENDENT HVAG CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR STANDARD CONDUIT AND 3/8" MC GABLE MAY BE USED AS SPECIFIED ABOVE, IF ACCEPTABLE WITH 4. 4. STERILIZE POTABLE HOT AND COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE INSULATED WITH A MINIMUM OF 1"THICK, 1-1/2 LB. DENSITY (R -5b) DUCT WRAP WITH VAPOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODES. THE INSTALLING CONTRACTOR WILL BE TO ALL ITEMS THE LANDLORD AND LOCAL CODES, ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH LANDLORD COWAN + ASSOCIATES DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL. WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. BARRIER VAPOR BARRIER 15 to BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS RESPONSIBLE BRING REPORTED BY INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND a INSPECTION AGENCIES PRIOR TO INSTALLATION). ELECTRIC METALLIC TUBING (EMT) SHALL BE MUST BE TAPED SO THAT NO INSULATION FIBER 15 VISIBLE. EXTEND DUCTWORK INSULATION SPECIFICATION REQUIREMENTS AT NO COST TO TENANT. GALVANIZED OR ELECTRO -GALVANIZED. FITTINGS SHALL BE SET SCREW OR COMPRESSION TYPE, 438 E. WILSON BRIDGE RD. WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. FITTING SHALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RACO, t a B, EFCOR OR EQUAL. EMT 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE SHALL BE USED FOR FEEDERS ANp BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR SUITE 100 SEC. 15-100 - HEATING, VENTILATION 8 AIR CONDITIONING DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR CONCEALED IN INTERIOR PARTITIONS. WORTHINGTON, OH 43085 B - HANGERS: AS REQUIRED BY LOCAL CODES. b. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, WILL BE BY THE GENERAL CONTRACTOR 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS WITH A - HVAC EQUIPMENT: u. SYSTEM CLEANOUT PHONE: 614 4 ( ) 36-0100 RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECE56ARY FOR THE INSTALLATION OF WORK 1. DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE GLEANED OUT AND BLOWN OUT BEFORE 3. THE USE OF ROMEX OR BX IS NOT PERMITTED. CONTACT: BRUCE MOODY I. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS: PAINTING IS STARTED BY THE GENERAL CONTRACTOR 2. HANGERS SHALL BE FASTENED 70 BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR a. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE t0 BE BY YORK AS SCHEDULED. ALL COMPRESSORS ARE To INCLUDE A 5 -YEAR EXTENDED WARRANTY. 2. FIL?ERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. DIVISION XVI ELECTRICAL 4. MANIMUM CONDUIT HANGER SPACING SHALL BE S'-0" FOR 3/4" THRU 1-1/4" AND 10'-0" FOR 1-1/2" 7HRU 4" CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. DUCTWORK HANGING FROM METAL DECK 15 NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR J015T. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE b• EQUALS EQUIPMENT ONLY IF NOT AVAILABLE THROUGH REASONABLE EFFORT. 9. HYDRONIC PUMPING 3414/A� CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY c• ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, a. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE 5. LEAVE A 310 AWG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. ARCHITECT: DO NOT INTERFERE WITH ACCESS 70 FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT AND ACCESSORIES PROVIDED t0 MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS IF A HYDRONIG SYSTEM 15 REQUIRED. SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. b. HYDRONIG PIPING FOR CHILLED WATER ANp/OR HEATING WATER AND/OR CONDENSER WATER SHALL SEC. 10050 - BASIC ELECTRICAL MATERIALS E METHODS 6. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, USING FASTENERS SUCH WILLIAM PHILIP WHITE TO LANDLORD CRITERIA. d. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S BE ASTM A-120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH AS "CADDY CLIPS" OR EQUAL. 3 INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE WELDED JOINTS WHERE PIPE 15 2-1/2 INCH AND LARGER INSTALL STEEL PIPE WITH THREADED JOINTS 438 E. WILSON BRIDGE RD. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED ANp INSTALLED FOR THE OUTER DIAMETER OF TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL ANp FITTINGS OR INSTALL TYPE W' ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 A - WIRE DEVICES: 1. FLASH AND COUNTER FLASH ALL RACEWAYS WHICH PENETRATE THE ROOF OR USE PITCH POCKETS. INSURE SUITE 100 INSULATION. INSTALL b" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. DETAILS. e. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS I. COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE SELECTED BY ARCHITECT (SEE PLAN NOTES FOR THAT PENETRATIONS ARE GOMPETELY WEATHERPROOF. ALL RACEWAY SYSTEMS EXPOSED TO THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL BY LANDLORD IS REQUIRED TO ADD ADDITIONAL EQUIPMENT WORTHINGTON OH 43085 4 CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL BE MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE ADDITIONAL INFORMATION). a. RECEPTACLES SHALL BE 20 AMP, 3 -WIRE GROUNDING TYPE EQUAL TO HUBBELL 5362. LOADS 7o STRUCTURE OR TO MAKE HOLES IN EXISTING ROOF. NOTIFY LANDLORD'S ROOFING CONTRACTOR AT LEAST 12 HOURS PRIOR To ANY REQUIRED ROOF WORK. , PHONE: (61 4) 436-01 00 HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED FROM ONE ANOTHER DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. OR REMOVAL MAY BE REQUIRED. c. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE b. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 211 VOLT AS REQUIRED. c. SPECIAL DEVICES SHALL BE A SPECIFICATION GRADE. CONTACT: BRUCE MOODY 2. VARIABLE AIR VOLUME BOXES (VAV) 3/4N/A14 a. WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES COMPLETE WITH CONTROLS, HEATING COILS OF 125 PSI. d. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE d. ALL DEVICE COVERPLATES SHALL BE STAINLESS STEEL. e. FLOOR BOXES TO BE HUBBEL "B-2521/29 WITH 5-3925 BRASS COVER (OR EQUAL BY "STEEL CITY") AND (FANS AS REQUIRED) ALL DUCT CONNECTIONS FLEXIBLE DUCT/PIPE CONNECTIONS SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE HUBBELL 5362 RECEPTACLE (UNLESS OTHERWISE NOTED). C - ELECTRICAL MOTORS, PROVIDED BY THE CONTRACTOR LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S 5YSTEM WITH WATER FROM THE F• EQUAL BY ARROW -HART, GENERAL ELECTRIC, BRYANT, PASS a SEYMOUR, OR SIERRA. ENGINEER: I. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS THEY ARE FACTORY LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD INSTALLED ON THE UNIT, ALL STARTERS AND ASSOCIATED WIRING ANp SAFETY SWITCHES FOR SUCH MOTORS 3. TOILET EXHAUST FANS: REPRESENTATIVE. B - WIRE: JAMES A. KNOCHEL P.E. SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR STARTERS SHALL MEET ALL a. WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH GRAVITY BACK DRAFT ALL e. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN FROM THE 438 E. WILSON BRIDGE RD. REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIVISION OF THE SPECIFICATIONS. DAMPERS. DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE CONFIRMATION LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND B - ANEL OA S AN SAF TY SWITCH S: P B RD D E E 1. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE SIZE SHALL BE "12 A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR REFER TO PLANS PROPER FILLING OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE AWG, ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. SUITE 1 00 2. DESIGN, CONSTRUCTION ANp PERFORMANCE CNARAGTERI$TIG$ OF MOTORS SHALL GONfoRM t0 ALL FOR APPLICABILITY. LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM 15 READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. I. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. NO STRANDED WIRE ALLOWED FOR "10 AND "12 AWG SIZES. (INCREASE CONDUCTOR BY ONE SIZE FOR EVERY 150' INCREMENT OF FROM THE WORTHINGTON OH 43085 APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, 1SEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL COPPER BUSSING FULL SIZED NEUTRAL, 25% GROUND BUSSING, OVERALL HINGED/LOCKABLE DOOR, AND DISTANCE PANEL BOARD FOR s MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 109x, 40 DEGREES 4. BASEBOARD, CABINET, AND UNIT HEATERS: F. VALVES` TYPWRITTEN DIRECTORY INSIDE DOOR ALL SERVICE ENTRANCE EQUIPMENT SHALL BEAR THE 120 VOLT CIRCUITS.) PHONE: (614) 436-0100 C AMBIENT TEMPERATUREt HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. a. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, 1. GATE VALVES, 2 -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 MANUFACTURERS LABEL WHICH SHALL STATE THAT THE EQUIPMENT IS RATED FOR SERVICE ENTRANCE "230-10. a. GENERAL WIRING SHALL BE THWN OR THHN. ALUMINUM CONDUCTORS ARE NOT PERMITTED. CONTACT: JIM KNOCHEL CONTROLS, AND INTEGRAL THERMOSTAT. CAST BRONZE WITH THREADED OR $OLDER ENDS, INTEGRAL SEAT, RENEWABLE 50LID BRONZE APPLICATION IN ACCORDANCE WITH N.E.C. LOAD BALANCE ALL ELECTRICAL PHASES A7 PANELS ANp WEDGE DISC, RISING STEM, SCREWED BONNET AND RE -PACKABLE UNDER PRESSURE. BALL SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. WHEN USED A5 SWITCHES 2• WIRE CONNECTORS SHALL BE EQUAL TO 5COTHLOCK FOR 08 AND SMALLER ANp EQUAL TO T e B "LOCK-TITE" 5. INLINE PUMPS: VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. IN 12OV. AND 211V. LIGHTING CIRCUITS, FURNISH TYPE "SWD" BREAKERS IN ACCORDANCE WITH N.E.C. "240-83B. FOR % AND LARGER D - LOW VOLTAGE (24 VOLT) WIRING: a• WHERE SHOWN ON DRAWINGS PROVIDE AN INLINE CLOSE COUPLED PUMPIS), BRONZE FITTED, PUMPS 2. GATE VALVES, 2-1/2 INCH AND LARGER: GLASS 125 CAST IRON BODY, RENEWABLE BRONZE SEATS 50LID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE -PACKABLE UNDER SQUARE D OR EQUAL BY GOULD ITE, CUTLER -HAMMER, WESTINGHOUSE, CHALLENGER, FEDERAL PACIFIC OR GENERAL ELECTRIC (OR APPROVED EQUAL) 3. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS IF INSTALLED IN I. THE CONTRACTOR 15 70 INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR PUMPS TO BE So CONSTRICTED THAT THEY MAY BE MOUNTED IN A AND ACCORDANCE WITH N.E.C. "310, AND LOCAL CODES. SEAL INCLUDES ALL TRANSFORMER$ AND DEVICES TO MAKE tHls A COMPLETE FUNCTIONAL SYSTEM. HORIZONTAL OR VERTICAL PIPE LINE. M070R to BE 1150 RF'M UNLESS NOTED OTHERWISE. 3. SWING CHECK VALVES, 2 -INCH ANp SMALLER: CLAS$ 150, CAST BRONZE BODY AND CAP 2. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NONFUSED, AS GALLED FOR ON DRAWINGS AND AS CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y -PATTERN, RENEWABLE BRONZE DISC, REQUIRED BY CODE. (FUSES AS MANUFACTURED BY BUSSMAN, CHASE SHAWMUT, WESTINGHOUSE, ECONOMY FUSE 2. ALL WORK IS TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 6. VIBRATION ISOLATION DEVICES: AND HAVING THREADED OR SOLDERED ENDS. 4. SWING CHECK VALVE, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, GO., OR LITTLE FUSE CO. ARE ACCEPTABLE.) DISCONNECT SWITCHES THAT ARE INSTALLED AT AIR CONDITIONING EQUIPMENT, HEAT PUMPS, ETC. SHALL BE 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL a. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING FUSED IN ACCORDANCE WITH THE EQUIPMENT'S NAME PLATE REQUIRMENTS PER N.E.C. 440-21 a 110-35. SEC. 1 300 - TRANSMISSION 4 D ISTRIBUTION SUBCONTRACTOR EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. REFITTED WHILE THE VALVE REMAINS IN THE LINE. SWITCHES SHALL BE HEAVY DUTY, QUICK MAKE/QUICK BREAK TYPE, FUSIBLE OR NON -FUSIBLE, WEATHERPROOF 4 b. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING 5. COMBINATION BALANCING AND SHUT-OFF VALVES: BELL a G088ETT CIRCUIT SETTER WITH AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY LOCAL CODES. LOAD AND HORSEPOWER RATED AS A - WIRED GROUND SYSTEM: FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE 150LATED WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDE[) WITH O a M MANUAL. MANUFACTURED BY SQUARE D, GOULD ITE, CHALLENGER, CUTLER HAMMER, WESTINGHOUSE, FEDERAL PACIFIC, USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. HOUSED SPRING MOUNT DEVICES. 6. FLOW METER: BELL ANp GOSSETT THERMOFLO INDICATOR MODEL TFI. OR GENERAL ELECTRIC (OR APPROVED EQUAL). c. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITION$ WHEN SELECTING DEVICES. ADJUST FOR „ g PIPING SPECIALTIES: I. FURNISH ANp INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL EQUIPMENT AND CIRCUITS AS -� PROPER ALIGNMENT AND LOADING. AVOID GROUNDING THE ISOLATOR. d. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER 1- PRESSURE/TEMPERATURE TEST PLUGS (PEtE'S PLUG) I/4 INCH NPT FI771NGS 7o FtEGEIVE 3. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE AUZILIARY CONTROL. SINGLE PHASE STARTERS SHALL BE SQUARE D OR SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW. •-/ ' AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTING AND CAPS SHALL BE BRAS8 WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, OT TO 200-F. EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO 2. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, SWITCHBOARD, OUTLET, BOXES, e. CONSULT MANUFACTURER FOR APPLICATION DATA. MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE M) SHALL BE USED FOR ALL SINGLE ETC. E - RELOCATION OF EQUIPMENT: 2. STRAINERS - "Y" PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED 5TAINLE56 PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRED AUZILIARY CONTROL. I. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES 70 FACILITATE STORE DESIGN 1. GUR85 AND STEEL FRAMING FOR SUPPORT: STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2-1/2 INCHES AND LARGER SCREEN OPENING 51ZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETGJ IN STARTERS AS REQUIRED FOR INTERLOCKS, 3. ALL ENCLOSURE$ AND NON-CURRENT CARRYING METALS TO BE GROUNDED. CONDUIT SYSTEM TO BE CRITERIA MUST BE INCLUDED IN BID PROPOSAL. a. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL CONDENSER WATER PROVIDE WITH BLOWDOWN VALVE WITH HOSE END FITTING. COORDINATE WITH MECHANICAL AND/OR TEMPERATURE CONTROL CONTRACTORS. ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWING$. CUR55 SHALL BE A MINIMUM 3. THERMOMETERS - 'LIGHT$TAT' MODEL TME-AVU, AUTOMATIC SETBACK, TWO STAGE HEAT, TWO COMBINATION STARTERS,WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METALS ARE ISOLATED FROM THE CONDUIT OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER THE STAGE COOLING THERMOSTAT. THERMOSTAT SHALL BE FULLY COMPATIBLE WITH HVAC UNIT USED SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE INSTALLED SO THAT TOP FOR PROJECT. SEC. 15300 - SPRINKLER SYSTEMS OF CURBS ARE "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN 4. MANUAL AIR VENTS - 1/8" COIN-OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 4. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, "12 MINIMUM, OR AS SHOWN ON DRAWINGS. FOR Prohibition On P,e-ose and Cu wiyht Notice: ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'$ EXPENSE. 3/4 NIPPLE AND BUSHINGS. PANEL FEEDERS BONA THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVING THE A - SPRINKLER SYSTEM: CONDUIT. ALL GROUND CLAMPS SHALL BE PENN -UNION OR EQUAL, SIMILAR 70 "GPL" TYPE. CONDUIT GROUND The information and specificutior,t, contained within these drawings was prepared for use with the scope of work al the specific location indicated. lJse of this 1. SUBMITTALS: 8. METAL DUCTWORK: h. GENERAL INSTALLATION: BUSHINGS SHALL BE THOMAS a BETTS OR EQUAL, SIMILAR TO 03800 SERIES WITH NYLON INSULATED THROAT. inlorrnation for other projects at other locutions or differing scopes of work a. PROVIDE DATA ON SPRINKLERS, VALVES, AND SPECIALTIES, INCLUDING MANUFACTURERS CATALOG a. NO FIBERGLASS DUCT ALLOWED. 1. INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN 5. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET unless expressly authorized in xriting by the siyning architect and engineer of record authoring these documents is strictly prohibited by the low. b. INFORMATION. SUBMIT PERFORMANCE RATINS, ROUGH -IN DETAILS, WEIGHTS, SUPPORT REQUIREMENTS, b. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION 51ZE WITH THE TOP OF PIPES AT SAME ELEVATION. MAKE CHANGES IN DIRECTION WITH FITTINGS. C - BOXES: BOX AND THE DEVICE GROUNDING TERMINAL. METALOT00METAL CONTACT BETWEEN THE DEVICE YOKE AND These drawings and specifications, and the information contained within, are AND PIPING CONNECTIONS. MANAGER SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION 2. BRANCHES 70 UNITS BELOW MAINS 70 BE TAKEN FROM BOTTOM OF MAINS A7 A 45 DEGREE THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SUR=ACE MOUNTED BOXES OR FLUSH TYPE and ;hall remain the property <i the author(s). 0ispiny, reproduction or use SHOP DRAWINGS: MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN I. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE-PIECE PRESSED STEEL KNOCKOUT. BOXES. ALL JUNCTION BOXES, OUTLET BOXES AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. for any but the specifically ugrred upon purposes without the written 1. SUBMIT SHOP DRAWINGS OF FINISHED CEILING AREAS INDICATING ONLY SPRINKLER LOCATIONS UNLE55 NOTES OTHERWISE. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT ALL FLEXIBLE CONDUIT SHALL BE JUMPERED WITH A GROUND CONDUCTOR authorization from the ohibite architect and ongineer of record authoring these COORDINATED WITH CEILING INSTALLATION. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO EXCEED 5'-0"). LESS THAN I" 70 10 FEET. 2. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. documents is strictly prohibited by the law. 2. INDICATE HYDRAULIC CALCULATIONS, DETAILED PIPE LAYOUT, HANGERS AND SUPPORTS, c. EXCEPT AS OTHERWISE INDICATED, FABRICATE ANp INSTALL RECTANGULAR DUCTS WITH GALVANIZED 3. HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED [hese drawings and specifications are subject without limitation to copyright SPRINKLERS, COMPONENTS AND ACCESSORIES. INDICATE SYSTEM CONTROLS. SHEET STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE PIPE. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED 5ADDLE BETWEEN THE HANGER AND PIPE 3. INSTALL BOXES RIGIDLY ON BUILDING STRICTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. protection as an architectural v:ork under the Architectural works Copyright e. SUBMIT SHOP DRAWINGS, PRODUCT DATA, HYDRAULIC CALCULATIONS TO AUTHORITIES HAVING LATEST EDITION. CONFORM TO THE REQUIREMENT$ IN THE REFERENCED STANDARD FOR METAL INSULATION. AL50 PROVIDE SUITABLE/PROPER BOX ENTEN51ONS TO EXTEND BOXES 70 FIN15WED FACES OF WALLS ETC. Protection Act of 1990. JURISDICTION (INCLUDING BUT NOT LIMITED TO THE FIRE MARSHALL AND LANDLORD) FOR APPROVAL. THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY SEPARATED FROM ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT OCCURS B - SERVICES: d. INTERVALS. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE ONE ANOTHER 5. SEE PLANS FOR APPLICABLE DETAILS. WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. REVISIONS SEC. 15400 -PLUMBING CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS P051TIVE OR NEGATIVE PRESSURE). (o, ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE STATE PIPING ANp WELDING CODES. 4. WHERE A 211 VOLT LIGHT SWIGH IS GANGED WITH A 120 VOLT RECEPTACLE PROVIDE A SUITABLE DIVIDER oR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH N.E.C. AND LOCAL CODES. 1. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION E NO. DESCRIPTION DATE A - PLUMBING EQUIPMENT: I. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE. 1. INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT ANp PROVIDE LIGHTING, POWER ANp WIRING REQUIRES TO FACILITATE APPLICABLE TEMPORARY WIRING, FU FUSES, ETC., SHALL IN REMOVED UPON COMPLE71 Q IR THE PROJECT. PROVIDE GROUND FAULT PROTECTION 1. REFER TO M SHEETS FOR EQUIPMENT AND FIXTURE SCHEDULES. 2. RETURN ANp EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TO PROPERLY REMOVE REQUIRED BY N E.C. AND LOCAL CODES. DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS ANp APPLY SEALANTS AS REQUIRED TO I. INSULA R?PPED AIR B - GENERAL PIPING REQUIREMENTS: FABRICATE A SYSTEM THAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. I. ALL HYDRONIG PIPING FOR CHILLED WATER AND/OR HEATING WATER, VALVES, FITTING$, AND 2. PROVIDE ELECTRICAL SERVICE AS SHOUA�1 ON THE DRAWINGS, FIELD VERIFY EXACT REQUIRMENTS PRIOR t0 1. GENERALLY, SANITARY ANp POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY e• AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH 1 INCH THICK (K=023 9 15°F FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER D - STEP-DOWN TRANSFORMER: BIDS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER COMPANY SHALL BE PROVIDE[) BY THE ELECTRICAL CONTRACTOR CL05ELY COORDINATE ENTIRE INSTALLATION WITH LANDLORD EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANT'S CONSTRUCTION MANAGER IF WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS• FOR PIPE SIZES 2-112 INCHES AND LARGER, INSULATE WITH 1-1/2 INCH THICK (K=023 B 15T) 1. PROVIDE A DRY -TYPE TRANSFORMER OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS ANp POWER COMPANY AS REQUIRED. l OVI QUI NT TH I PR DEE PME AT S COMPATABLE WITH AVAILABLE FAULT CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR A$ STATED IN THE SPECIFICATIONS. CONTRACTOR MUST F. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER AS CALLED FOR ON THE DRAWINGS AND WITH COILS DESIGNED FOR 150 DEGREES C. RISE ABOVE A 40 CURRENT LEVELS, PROVIDE "GABLE LIMITERS" IF NECESSARY FOR SYSTEM COO INATION). FI IFY RD ELD VER VERIFY THE OPERABILITY OF EN71� SYSTEM PRIOR TO 71E IN AS FOLLOWS: 9• INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN 2. INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHALL BE HARD AND DEGREE C. AMBIENT WITH 100 � OF RATED LOAD CONNECTED 70 THE SECONDARY, GLASS H INSULATION AND EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO a. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 NON-COMPRESSIBLE. MINIMUM OF SIX STANDARD FULL CAPACITY TAPS (TWO ABOVE AND FOUR BELOW NORMAL) SOUND BIDDING PROJECT. b. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. 3. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE LEVEL/DECIBELS SHALL BE IN ACCORDANCE WITH "NEMA" STANDARDS, ANp INSTALLATION SHALL INCLUDE SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF I6 FEET AND AT EACH FLOOR NO WOOD DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE KORFOUND OR EQUAL VIBRATION -DAMPENING MOUNTS ANp FLEXIBLE STEEL CONDUIT FOR PRIMARY AND 3. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED, AND AS INDICATED ON THE DRAWINGS. 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS NFPA. SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. (MOUNT TRANSFORMER ON SEPARATE p. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENENT'S PREMISES SHALL BE PROVIDED AS AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. VIBRATION ISOLATORS, THESE ARE ADDITONAL VIBRATION ISOLATORS AND ARE USE[) IN CONJUNCTION WITH REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE FEET. PROVIDE SWAY ANp SEISMIC BRACING WHERE REQUIRED BY CODES. h. WHERE DUCTS PA5$ THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-I/2 XI -1/2 XI/8 STEEL 10. REFRIGERANT PIPING: ANY INTEGRAL FACTORY INSTALLED VIBRATION ISOLATORS.) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, DEVICE COVER AND TELEPHONE PLATE. CLOSELY FIELD COORDINATE WITH TENANT'S PROJECT MANAGER t0 ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES a. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNITS AND OUTDOOR ACME, GENERAL ELECTRIC OR WESTINGHOUSE. AVOID CONFLICTS. 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED ANp PLACED AT ALL PIPE PENETRATIONS AT SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT CHARGE AND TEST SYSTEM. REFER WALLS, FLOORS, ANp CEILINGS IN FINISHED AREAS. RATING• TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM IS REQUIRED. i. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMG b. MATERIALS: 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. DUCT SEALER JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. I. REFRIGERANT PIPING SHALL BE TYPE "L" DRAWN COPPER TUBING (ASTM B88), WROUGHT E - LIGHTING CONTACTORS: USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. J- SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED t0 SEAL FLANGED JOINTS. COPPER OR CAST BRONZE FITTINGS (ANSI 51622), WITH 51LF0$-5 SOLDERED JOINTS. DATE: 1 2-1 3-1 2 k DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED 2. SERVICE VALVES, CHARGING PORTS, FILTER -DRIER, SIGHT GLASS, AND A THERMOSTATIC 1. WHERE INDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF LIGHTING SHALL BE SQUARE D CLASS 'L' OTHERWISE. I. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM ASA MINIMUM. BODY 8903, TYPE IN A NEMA I ENCLOSURE, ELECTRICALLY OPERATED, AND ELECTRICALLY HELD. EQUALS BY SIEMENS -ITE, GENERAL ELECTRIC, OR WESTINGHOUSE, NO EXCEPTIONS. TIME SWITCHES FOR CONTROL OF SHOW SEC. 10500 -LIGHTING SCALE: AS NOTED DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION 15 EXPOSED TO c. INSTALLATION: WINDOW LIGHTING AND SIGNS SHALL BE TITLE 24 COMPLIANT, DIGITAL WITH OVERRIDE SWITCH PER CHANNEL BY A - LIGHTING: C. PIPING: THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO 1. SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION RISERS AS NECESSARY TO MEET THE NEEDS OF EQUIPMENT SPECIFIED, TORK OR EQUIVALENT BY SANGAMO OR PARAGON. REFER TO DRAWING FOR SPECIFICATION. GROSS AREA: 5 503 SQ- FT- INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FIELD CONDITIONS, AND EQUIPMENT MANUFACTURER'S , I. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED). FRAMES MAY BE USED AS ACCESS LOCATIONS. RECOMMENDATIONS. I. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED. THE ELECTRICAL CONTRACTOR SHALL a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE. VENT PIPING m. FLEXIBLE CONNECTIONS: 2. PRESSURE TEST FOR LEAKS WITH AN INERT GAS At 250 PSIG. REDO LEAKING JOINTS AND INSTALL ALL FIXTURE$ AND LAMPS. FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS WITH EFFICIENCY 'NATIONAL SALES AREA: 3, 584 SQ. FT. ABOVE FLOOR 2 OR SMALLER MAY BE GALVANIZED STEEL. 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT RETEST UNTIL SYSTEM IS TIGHT. EVACUATE GAS AND CHARGE SYSTEM. RE -TEST SYSTEM ANp F - INSTALLATION: FACTORS IN ACCORDANCE WITH APPLIANCE ENERGY CONSERVATION ACT OF IWT AMENDMENTS OF b. JOINTS: BELOW FLOOR SLAB - COMPRE55ION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CHECK FOR LEAKS WITH HALIDE LEAK DETECTOR ALL LEAKING JOINTS MUST BE COMPLETELY 1988". FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WITH CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS GROSS BUILDING EXPANSION REDONE UNTIL NO LEAKS EXIST• I. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS t0 BE READILY ACCESSIBLE FOR OPERATING, SERVICING, PROJECT # : FL -086 APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - SCREWED JOINTS JOINTS. 3. UPON COMPLETION OF TESTING, BUT BEFORE INSULATION IS APPLIED, PIPING MUST BE MAINTAINING, AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, 2. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE VIA ALL THREAD AND UNI -STRUT, AND WITH TEFLOW TAPE ON MALE THREADS. 2. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. 4. RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO BUILDING STEEL, NOT SUPPORTED BY CEILING SYSTEM. DRAWN BY: c. PITCH WASTE LINES 2" AND SMALLER NOT LESS THAN 1/4" PER FOOT. PITCH LARGER MAINS NOT PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE REFRIGERANT LINES SHALL BE INSULATED WITH 1 INCH THICK RUBATEX OR ARMSTRONG CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK ALL CONDUIT SHALL BE CONCEALED WHEREVER STAFF LESS THAN 1/8" PER FOOT. TRANSMISSION OF VIBRATION. REFRIGERANT PIPE INSULATION IN ACCORDANCE WITH INDUSTRY STANDARDS. POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO d. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT 3. FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER CODE LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC n. FIRE DAMPERS: APPROVED RACEWAYS. PERMISSION BY TENANT'S CONSTRUCTION MANAGERt BUT WHERE NECESSARY, THE WALL COVERS 1. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE 2. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE WIRING) INCLUDING FLOOR). PROVIDE COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL DAMPERS SHALL BE UL LABELED. CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC., SHALL BE PROVIDED BY THE ELECTRICAL CLEAN-OUT LOCATIONS SHALL BE APPROVED BY THE TENANT'S CONSTRICTION MANAGER 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650T FUSIBLE LINK, 8. METAL DUCTWORK (CONT.) CONTRACTOR (ALL LINE VOLTAGE WIRING, CONDUIT, AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU e. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN APPLICABLE. TYPE A, AS MINIMUM. THE S7ARTER/DISCONNEGT ETC. TO THE MOTOR OR EQUIPMENT IS THE RESPONSIBILITY OF THE ELECTRICAL INSULATION 70 BE AS SPECIFIED FOR WATER PIPING. 3. PROVIDE ALL NECESSARY FRAMING ANp SLEEVES FOR DAMPER MOUNTING PER UL AND CODE CONTRACTOR ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND INAL CONNECTIONS IS THE - ,, F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION "HANOI REQUIREMENTS. SEC. 15920 - TESTING, ADJUSTING 4 BALANCING RESPONSIBILITY OF THE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR, UNLESS OTHERWISE NOTED ON THE _, ._ ,: 1: D f �� OR TRIEBRO MODEL 102W LAv GUARD" INSULATION KIT. 4. PROVIDE DUCT ACCESS DOORS IN AN ACCE$$ABLE LOCATION FOR ALL FIRE PAMPERS. DOOR PLANS). � l 4[ ®� 2. CONDENSATE PIPING: IS 70 BE 20 GA GALVANIZED DOOR WITH QUICK -OPENING LATCH ANp PIANO HINGE. A - SYSTEM TESTING, ADJUSTING AND BALANCING: �, { ; o. FLEXIBLE AIR DUCT: - <�:a a. CONDENSATE PIPING SHALL BE TYPE "L" DRAWN COPPER TUBE WITH 95-5 TIN -ANTIMONY I. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING I. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO 3. DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE ELECTRICAL SPORTS°kj'"" r.I'^ SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN PRESSI.IRE OF THE SYSTEM. DUCT CON$7RUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST IS CURRENTLY LICENSED A$$OGIATEq AIR BALANCING COUNCIL lAABC) OR NATIONAL ENVIRONMENTAL DIVISION, AND CUTTING SHALL HAVE PRIOR APPROVAL OF THE LANDLORD. SLEEVES SHALL EXTEND AT D1551MILAR METALS. ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN BALANCING BUREAU (NEBB) BALANCING CONTRACTOR NO OTHER BALANCE REPORTS WILL BE REVIEWED OR LEAST TWO (2") INCHES ABOVE FIN15HED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THRU FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SLICONE "RTV" FOAM, "3M" FIRE RATD SEALANTS 3. POTABLE WATER PIPING: 'K', THE BID. 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL AR'PLIGAtIONS WITH PRIOR APPROVAL ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE M05T RECENT STANDARRDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC OR EQUAL BY HILTI AFTER CONDUIT/GABLES INSTALLATION SO AS TO RETAIN THE FIRE RATING. a. BELOW GRADE: TYPE ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND FLEX1 TENANT'S CONSTRUCTION MANAGER. CONTRACTOR SMALLER BRAZE ALL JOINTS. b. 'L' 3. FLEXIBLE DUCT SHALL NOT EXTEND 0'✓ER 5'-0" IN LENGTH AT ANY ONE LOGAT;ON. 4. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME ABOVE GRADE: TYPE DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 2. THE HVAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCE. THE ANU/OR FUNCTIONt DISTRIBU710N PANELS, LIGHTING PANELS, MOTOR STARTERS ANp DISCONNECT 5WI'�CHES. TIN -ANTIMONY $OLDER P• SUPPLY AIR TAKE -OFF FITINGS: COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. NAMEPLATES TO BE APPROXIMATELY I" X 2" IN SIZE ANp BE FASTENED WITH POP RIVETS OR SCREWS. c. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE 1. PROVIDE CONICAL OR "BELL -MOUTH" TAKE -OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. DUE 70 WATER HAMMER INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED 5. THE LOCATION OF OUTLETS AND EMIMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE PROJECT TITLE d. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF 2. PROVIDE: 45' RECTANGULAR TAKE -OFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. CHANGES IN SHEAVES, BELTS, PULLEYS, OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED ARCHITECT/TENANT PROJECT MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. q DAMPERS: FLOW RATES SHALL BE PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. e. PROVIDE WATER METER ANp REMOTE REAPER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER METER IS REQUIRED. 1• PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATOR$ 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: 6. PROTECT ALL FIXTURES/EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY COST OF REPAIR F. SECURE PIPE AT ANGLE STOPS. IN EACH BRANCH DUCT AND AS SHOWN PLANS FACILITATE AIR BALANCING. a. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR OR REPLACMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROVIDE SUITABLE SEM I NOLE TOWN E CENTER g. PROVIDE FLEXIBLE INSERTS A7 ALL PIPE PENETRATIONS THROUGH FRAMING 70 KEEP PIPES 2. WHERE ACCESS 1 IC BALANCING DAMPER IS RESTRICTED, YOUNG'S REGULATOR$ SHALL USED. b. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. SAFEGUARDS OR PROTECTION. FROM HI?TING FRAME WHEN IN OPERATION. A 3. ALL REG?ANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TD BE O C. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. OO TOWN E CENTER CIRCLE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. D TI READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRE[) FOR A COMPLETE AND OPERATING SYSTEM. AFTER 3 i 4. GAS PIPING 4N/Ake: 4• ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. DUCT TRAVERSE THERUNITRE ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED, THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED SANFORD, FL 32771 a. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER 70 PLANS t0 DETERMINE IF E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. UNDER THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. A GAS SYSTEM 15 REQUIRED. r. DIFFUSERS GRILLES AND REGISTERS: F• MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. SPACE KO4 b. LOW FRE58URE (14" W.C. AND BELOW) GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM I. 1. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. 8. PERFORM ANY/ALL NECESSARY ELECTRICAL DEMOLTION WORK THAT IS REQUIRED TO FACILITATE THE NEW A-120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. H. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET INSTALLATION FIELD COORDINATE PRIOR TO BIDS. REMOVE AND/OR MODIFY EQUIPMENT, ETC. AS REQUIRED 2-1/2" AND LARGER MEDIUM PRESSURE (ABOVE 14" W.G.) SHALL HAVE WELDED JOINTS. c. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. 3. APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER 15 TEMPERATURE ANp PRESSURE READINGS (WHERE APPLICABLE). I. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES HAVE BEEN REMOVED ARE TO BE RECONNECTED TO EX15TING OR NEW CIRCUITS AND PROVIDE GAS METER AND/OR REGULATOR AS REQUIRED. REGULATOR TO BE VENTED TO THE ACCEPTABLE. J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). LEFT IN WORKING ORDER FEEDERS TO PANELS AND WIRING TO OTHER EQUIPMENT TO BE ROUTED CONGEALED STORE NO. 14 5 0 8 EXTERIOR 8 MEDIUM PRESSURE DUGt: K. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD d. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT AND TENANT PROJECT MANAGER TO AVOID CONFLICTS. PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON 1. WHERE DUCTWORK 15 SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DETECTORS, SMOKE DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER 15 MORE STRINGENT. IN ACCORDANCE WITH SMACNA STANDARDS FORA PRESSURE RATING OF 3 INCHES WATER EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. e. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST -INHIBITING PAINT. COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. 2• ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE 6. THREE COPIES OF THE BALANCE SHALL SHEET TITLE F. INSTALLATION, TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF LATEST EDITION OF SMACNA REPORT BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. g. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS 3. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY t0 THIS SECTION MECHANICAL & COMPANY AND THE MALL'S MANAGER PRIOR 70 BID. ELECTRICAL SPECIFICATIONS 1.2 SHEET NO. CH TYRONE PROTOTYPE 101'-4 1/8" TLoCKER, LEASE DIMENSION 311 1/4" 29'-10 3/4" 30'-0"INC.I ADJACENT TENANT STORE PLANNING DEPT 112 WEST 34TH STREET EX15TING NON-5ALE5 BUMP -OUT EXISTING ELECTRICAL PANELS. EXISTING NEUTRAL PIER TO NEW YORK, NY 10120 TO REMAIN AT THIS LOCATION SEE ELECTRICAL PLANS FOR REMAIN. G.C. t0 PROTECT A2 ADDITIONAL INFORMATION A2 DURING CONSTRUCTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT COORDINATOR: — — — — J A3 ---- l l l I t I i �rT�ilTrTri�'i s i .Ti`i�7.T.T�.r.TLTrT u I f7yp COWAN + ASSOCIATES EXISTING OFFICE TO REMAIN - G.G. EXISTING NON-5ALES L \\ 438 E. WILSON BRIDGE RD. TO GLEAN TO LIKE NEW CONDITION BUMP -OUT TO REMAIN AT THIS LOCATION /� / EXISTING SALES FURRED OUT WALL / SLATWALL t0 BE REMOVED \\ \\ SUITE 100 WORTHINGTON, OH 43085 A2 r----� - - - �----T----T----T----T----T � � �/� (TYPICAL IN SALES AREA) \ \1 1 i EXISTING STOREFRONT PHONE: (614) 436-0100 L----�----�----1-----1-----1�---J FLOORING t0 / / I I I TO BE REMOVED IN ITS ENTIRETY (TYPICAL) CONTACT: BRUCE MOODY - - - EXISTING VCT BE REMOVED. PREP FLOOR AS r � PROVIDED DIMENSIONS ARE FOR REFERENCE I III I d3 REQUIRED TO RECEIVE NEW FLOOR I ONLY. VERIFY A CONDITIONS IN FI AN L ER ALL D FIELD D I I I - -FINISH (TYPICAL) MMMT .i.,�.i9L :::� z.,Lz I I L OBTAIN NECE65ARY APPROVALS FROM LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION. EXISTING I STOREFRONT ENTRY I III ARCHITECT: I I I I I I I I AND PIERS TO BE I 1 MALL CONCOURSE WILLIAM PHILIP WHITE I EXISTING OFFICE .r ri� -: ��_��� �.. r. z��z� rTr� I OVED IN ITS I ENTIRETY (YP (TYPICAL) III I 1 438 E. WILSON BRIDGE RD. FLOORING TO BESUITE I I EXISTING I I ( EXISTING MALL SOFFIT ABOVE TO 100 REMOVED EXISTING SHELVING UNITS IN I PARTITION WALL / SLATWALL TO BE I I REMAIN - PROTECT DURING DEMOLITION AND CONSTRUCTION WORTHINGTON, OH 43085 NON -SALES TO BE REMOVED (TYPICAL) F ---T ---- T----T—�-I01 II 1111 REMOVED I I I III II 1 LEASE LINE e PHONE: (614) 436-0100 CONTACT: BRUCE MOODY IF ,/ I I II EXISTING I I \\\� ENGINEER: NON -SALES WALL I I\� A3 / SLATWALL / l \\ JAMES A. KNOCHEL P.E. '00 / NON -SALES DOOR I \ �� 438 E. WILSON BRIDGE RD. X! TING RE5TROOM / FLOORING t0 REMAIN. AND FRAME TO BE , I \ // \� SUITE 100 G.G. TO GLEAN TO LIKE NEW CONDITION REMOVED / I ,�/ I WORTHINGTON OH 43085 EXISTING TOILET EXISTING LAVATORY TO BE RELOCATED IN / - - - - - - - - - - - - - I G.G. TO RELOCATE LIGHTHAUS CUSTOMER / // � PHONE: (614) 436-0100 TO REMAIN ORDER TO COMPLY WITH ACCESSIBILITY I EXISTING CA5HWRAP / CO DEVICE TO z CONTACT: JIM KNOCHEL j EXISTING DRINKING FOUNTAIN TO BE III REMOVED - REFER TO A2.0 AND PLUMBING // / I TO BE REMOVED l ENR / / _ SHEETS FOR NEW HI -LO LOCATION G.C. t0 REMOVE /' I Ov EXISTING TOILET A3 ' I EXISTING UTILITY SINK TO BE REMOVED - REFER TO A2.0 AND PLUMBING SHEETS FOR / / - - - - - - - - - I \ - - - - - - - - - - - - - - -EHEC IN ( n I Q o SEAL TO REMAIN O I (I NEW LOCATION I // CASHMAP \ EXISTING STEEL STOREFRONT STEEL I I `n EXISTING LAVATORY TO BE RELOCATED IN I - - - - - - STRUCTURAL COLUMN f ROOF DRAIN t0 STRUCTURAL COLUMN TO REMAIN. I I 1 LU - -� I I D1.0 EXISTING COLUMN I ORDER TO COMPLY WITH ACCESSIBILITY I 1 1I REMAIN (TYPICAL) I v `n w BUMP -OUT TO REMAIN EXISTING RESTROOM /FLOORING TO REMAIN. I r I I ( 1 a L' - G.C. TO GLEAN t0 LIKE NEW COQTION I— I - I J r T I I IL EXISTING SIGN ABOVE TO � I A3 - � � III I �--------------------� � �------� J CERAMIC TILE AND CARPET FLOORING TO BE REMOVED. MI 1 TI BE REMOVED •�// G.G. TO PREP SLAB FOR NEW i I �I I� III I G.C. t0 REMOVE EXISTING COLUMN \ / STEEL STRUCTURAL RELOCATE DE -TAGGER TO NEW GASH DESK FINISHES. SEE FINISH PLAN. I I I MALL FLOORING TO BE I ENCLOSURE. - - - - - - - - - COLUMN t0 REMAIN. (TYPICAL) �. - - - - - - - - - - - - - - - U REMOVED A5 REQUIRED ' IL / \ 1 TO INSTALL NEW TENANT � XISTING I / \ \ 1 STOREFRONT. SEE A22 I 11 III NON -SALES WALL / I / / \ FDR ADDITIONAL INFORMATION. Prohibition On Rc—use and Gcpyrighi Notice.: the information and specifications these drawings cf ' I SLATWALL TO BE I / \ �I (� \ \\ �I11 REMOVED I I I II / \ \\ contained within was prepared for use with the scope work at the specific location indicated. Use of this �I I �— — \ \\ inlorrnalion for other projects at other locations or differing scopes of work unless expressly authorized in writingb the signing urchilect and engineer of g - I 11 II III I / / EXISTING PREVIOUS TENANT CEILING, LIGHTING, ETC TO BE \\ I \\ record oupthoring these documents istrictly prohibited by the law. _ �� ( I hese drawings and specifications, and the information contained within, ore �I EXISTING SHELVING UNITS \ / REMOVED IN THEIR ENTIRETY UNLESS NOTED OTHERWISE. I t' = and shall remain the property of the author(s). Display, reproduction or use for an but the specifically agreed upon without the I� E I NON-5ALES TO BE REMOVED EXISTING I I I purposes written authorizotian frump the signing architect andpcngineer of record authoring these I1 (TYPICAL) -SEE ELECTRICAL AND MECHANICAL STOREFRONT ENTRY II I I 0 documents is strictly prohibited by the law. I� ((I PLANS FOR EXTENT OF EXISTING AND PIERS TO BE III 1 r (hese drawings and specifications are subject without limitation to copyright J I UTILITIES TO REMAIN. REMOVED IN ITS ( 1 `v protection as an architectural work under [tie Architectural Works Copyright Protection Act of 1990. - - I I (I EXISTING FITTING ROOM /DOOR / ENTIRETY (TYPICAL) I I FLOORING / CEILING TO BE REMOVED (TYPICAL IN SALES I I III LEASE LINE REVISIONS I I II AREA) ( I (III NO. DESCRIPTION DATE I II EXISTING SALES I 7T--4 - FURRED OUT WALL / EX15TING SLATWALL TO BE \ NON -SALES WALL / REMOVED (TYPICAL A2 II / A3 SLATWALL / IN SALES AREA) � \ ` ( III EX15TINGNT EXISTING REAR 1 EXIT DOOR t0 EXISTING NON-5ALES PASSAGE / DOOR AND FRAME t0 BE / / I \ � EXISTING I III OIBENREMOVEDR� ITS ENTIRETY (TYPICAL) REMAIN. SEE WALL TO REMAIN - EE REMOVED I �`` / \ SLATWALL BUMP -OUT TO BE REMOVED IN SALES AREA J ( % P�REFER ANWCONSTRUCTION ♦ / \ / \ A2 EXISTING NON -SALES CORRIDOR TO REMAIN - REFER TO A2.0 A2 \\ EXISTING NEUTRAL PIER TO FOR NEW CONSTRUCTION \ REMAIN. G.G. TO PROTECT EXISTING NON-5ALE5 DOOR TO BE REMOVED - FRAME TO REMAIN ADJACENT TENANT DURING CONSTRUCTION DATE: 12-13-12 DEMOLITION PLAN SCALE: 1/4" = V-0" SCALE: AS NOTED DEMOLITION GENERAL NOTES GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PRIOR TO COMMENCING ANY WORK CONFIRM WITH THE LANDLORD THAT THE SPACE PROJECT # : FL -086 15 THE DESIGNATED SPACE AS SHOWN IN THE DRAWINGS. REPORT ANY EXISTING MALL BULKHEAD TO DISCREPANCIES TO THE PROJECT MANAGER REMAIN- PROTECT DURING CONSTRUCTION AND DEMOLITION CONFIRM LOCATION OF ALL LEASE LINES WITH LANDLORD REPRESENTATIVE PRIOR DRAWN BY: STAFF TO DEMO. 13'-0" A.F.F. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR DESIGNATED AGENT. MALL BULKHEAD i // / EXISTING METAL SIGN SUPPORT I I' I/ I-_ - -- \ REMOVE ENTIRE STOREFRONT PROTECT ALL AREAS NOT INCLUDED IN THE WORK ANY DAMAGE THAT OCCURS AS AND SIGN TO BE REMOVED I / / I / / / C _ — I-_ _ _ _ C � - EXISTING SIGNAGE TO - � C �- \ I - - - _ _ C I / / / V / \ \ INCLUDING GRILLE, GLASS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION 9 G.C. EXISTING ROUND FLUTED TENANT I \I , / , I / (tYP. I / / � -_ -I- -_ -_ =\=1 L 1 BE REMOVED 1_ C - - - �- _ _ _ _ _ _ _ -� - -_ - C C _ � - - C C -_ \ I I / I / / I J / / I , / I \ I I / / \ SIGNAGE AND CEILING SYSTEM (TVP) EXPENSE (SEE SPECIFICATION). PIER OF 2) TO BE REMOVED I / / / I / � - 1 r- - - - - '� - - I - - 7 - - - - -1 / MALL NEUTRAL PIER t0 BE / I `� l / I / I \ I \ I I / I \ I / / / I \ I EXISTING ROUND TENANT PIER TO NOTIFY THE TENANT PROJECT MANAGER AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. THE REMOVAL AND/OR HANDLING PROTECTED DURING CONSTRUCTION I / / / / AND DEMOLITION./}/ \ I I \ I I / I / / / / /, I / / / \ / I / ► BE REMOVED? I' / I \ II \ I I / / I I \ I OF HAZARDOUS MATERIALS (E.G. -A.G.M.) 15 NOT PART OF THIS WORK. IF ANY / / LEAE LINE / / / \ I GRILL 41-ENING I \ I I I , / / / / v MALL NEUTRAL PIER to BE � ° DISTURBANCE OF HAZARDOUS MATERIAL IS ANTICIPATED BY THIS WORK, v I / I/ / \ PROTECTED DURING CONSTRUCTION S P 0 R T S AUTHORITIES MUST BE NOTIFIED 4 PRESCRIBED PROCEDURES MUST BE FOLLOWED. / EXISTING STOREFRONT GLASS TO \ / \ I AND DEMOLITION. \ ' NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS BE REMOVED (TYPICAL) / EXISTING COLUMN ENCLOSURE / / / / ( / / EXI64NG ROUNI� F IUTED GRILL€ I I \ ' ' \ LEASE LINE SPECIFICALLY NOTED. I I I / BEHIND ENTRY GRILLE TO BE / / ✓ / I / / \ I / /, \� I Cf� UMN ENCL05U (TYP. OF 2;\TO I REMOVED I '� I� \ / ' ' / ' EXISTING STOREFRONT GLASS TO `' ' ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST REMOVED - STRUCTURAL STEEL I I / / \ \ /BE / I / ,{ BE REMO /ED (T PIGAL, COLUMN TO REMAIN � \ �\\ EXISTING STOREFRONT GLAZING BE FIELD VERIFIED AT THE SITE. UPON COMPLETION OF DEMOLITION, ALL — —1 _ .�I � _ _ �_ L � _ � I , I I \ I � � � 1 1 r � 1 � � �_ BASE To BE REMOVED CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ST EXISTING STOREFRONT GLAZING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROJECT TITLE ANY DISCREPANCIES IMMEDIATELY TO THE TENANT PROJECT MANAGER ANY BASE TO REMOVED UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW 54'-11 1/2" WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE SEMINOLE TOWNE CENTER IDENTIFIED AND REPORTED TO THE TENANTS PROJECT MANAGER AT ONCE LEASE DIMENSION 00 TOWNE CENTER CIRCLESANFORD, REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK AND TO FL 3277 CONFIRM TERMINATION AND/OR REMOVAL OF EXISTING FIXTURES, DEVICES AND SERVICES. SPACE K04 1 STOREFRONT DEMOLITION ELEVATION SCALE: 1 /4" _ ,'-o" ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BYiI LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. 14508 EVALUATE THE EXISTING TOILET ROOM (CONFIGURATION AND FIXTURES) TO LEGEND LANDLORD DEMOLITION OBLIGATIONS STORE NO. DETERMINE THE LIMIT OF SERVICEABLE ELEMENTS. TOILET ROOM AND PLUMBING FIXTURES MUST MEET ALL APPLICABLE CODES (SEE SHEET A1.3) AND THE FIXTURES SHEET TITLE MUST BE IN GOOD CONDITION. COORDINATE W/ TENANT P.M. PRIOR TO ANY DEMO. THE COORDINATE TTOF WORK FCR ROOFING, PLUMBING, FIRE-PROTNY LANDLORD VENDOR OR ON CONTRACTOR TO EXHHMAIUST, SEE SHEET A1.1 FOR PARTITION TYPES DEMOLITION ETC. ANY INFORMATION SHOWN NO L,4N1:)LOfR1) I )E1 IOL (TION 055 IGi,4TION6 IS TO BE VERIFIED IN FIELD. PLAN MAINTAIN AND/OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED -------------------- EXISTING INTERIOR WALL, DEMISING WALL OR — — — — — — — — — — — — — — — — — — — — FIRE RATING AS REQUIRED BY ANY CODE OR REGULATION. PROVIDE AND/OR OTHER ITEM TO BE REMOVED MAINTAIN FIRE STOPPING AS REQUIRED BY CODE. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY �. EXISTING INTERIOR PARTITION OR OTHER ITEM D 1 SCHEDULED TO REMAIN TO REMAIN SHEET NO. ■ CH TYRONE PROTOTYPE A2 11 A1.2 �1 N no 2 3 y I FOOT LOCKER, INC. 101'-4 1/8" LEASE LINE TO LEASE LINE 94'-3 3/8" EXISTING ELECTRICAL PANELS. ADJACENT TENANT SEE ELECTRICAL PLANS - � t A3 D BACKWRAPL A2 C -0" 0 1'-3 3/4" I1 m I' m I A1.2 `* E17 TWO CORNERS - / CASHWRA I I1 I A1.2D - 1 ------------ I ------ -- EXISTING PASSAGE A5 I OFFICE F- — — — — EXISTING T6ILET TO REMAIN NEW LAVATORY LOCATION - REFER TO PLUMBING SHEETS EXISTING I TOILET ROOM I RELOCATEID UTILITY SINK - REFER TO PLUMBING SHEETS I EXISTING TOILET ROOM I NEW LAvAiORY LOCATION - REFER TO PLUMBING SHEETS EXISTING T ILEI TO REMAIL NEW HI/LORINKING FOUNTAIN - REFER T�PLUMBING SHEETS NON -SALES FITTING ROOM I 11 A1.2 D - — - — - - LINE OF SOFFIT ABOVE vv I I 11 L--- A1.2 ---- I , 9 11- 2 1/2" EXISTING PARTITION _- - WALL i fol ALIGN Ln / I I I m I D NEW PARTITION WALL I I A1.3 D 3 40-' D 411-0" 3'-0 3/4" EXISTING NEUTRAL PIER. PATCH AND REPAIR AS REQUIRED IF DAMAGED �— _ _ _ _ _ _ DURING CONSTRUCTION ze -2" 2A I I j �-o I I I III I , LEASE LINE G.C. TO INSTALL BLOCKING AS REQUIRED FOR (FX -11) FIXTURE. I I N COORDINATE WITH VENDOR I I I I I III I I CENTERLINE OF STOREFRONT GRILLE I -III I I -- i MALL SOFFIT ABOVE L---- , ,\ I LINE OF PLATFORM I \ \ ' LEASE LINE LINE OF SOFFIT ABOVE I -------- --------- -- -- - ----F-- 1 I I I I I I I I I i i I i I I I SALES ILO ' I I I O ------ —8 -- ------ --—————— — — — — —— - I 9 I N �_2 A1.21 I O LINE OF PLATFORM u J - Q � I I I ■ — — — - SLATWALL (SEE ELEVATIONS FOR COLOR SEE DETAIL 3A/A5.1 FOR ATTACHMENT DETAILS) SLATWALL WITH ROLLING DIVIDER TRACKS (SEE ELEVATIONS FOR COLOR AND DETAIL 3B/A5.1 FOR ATTACHMENT AND STRAPPING REQUIREMENTS) NEW SLATWALL TO BE SECURED WITH 08-18 x 1 %" LONG FLAT QUADREX, ZINC PLATED SELF DRILLING SCREWS WITH LIQUID NAILS *LN -940, OR EQUAL, STRUCTURAL ADHESIVE BETWEEN SLATWALL AND GWB. LOCATE AND INSTALL SCREWS AT WALL STUDS AT 16" O.C. HORIZONTALLY AND AT 6" O.G. VERTICALLY (EVERY OTHER REINFORCEMENT INSERT). SLATWALL AND SCREWS ARE SUPPLIED BY TENANT VENDOR LOCATE PANEL JOINTS AT WALL STUDS. 63'-2 3/4" LINE OF SOFFIT ABOVE 7 I I I I I 1 A2.0 I I 00 I I I I I I I I I I i I I I I I I � IIziI EXISTING NEUTRAL PIER - - - - - - - PATCH AND REPAIR AS CORRIDOR PASSAGE ADJACENT TENANT REQUIRED IF DAMAGED (NON -RATED) I DURING CONSTRUCTION N LU FOR PARTITION ?YPES $ DETAILS SEE SHEET 41.1 I I CONSTRUCTION GENERAL NOTES DOOR AND FRAME SCHEDULE SEE FIXTURE PLAN AND FIXTURE DETAILS FOR ALL FIXTURE INFORMATION, SHEET A5.0. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL DOOR TY14" SIZE/LOCATION FINISH N I L---- ------- H/J Ln / I I I m I D NEW PARTITION WALL I I A1.3 D 3 40-' D 411-0" 3'-0 3/4" EXISTING NEUTRAL PIER. PATCH AND REPAIR AS REQUIRED IF DAMAGED �— _ _ _ _ _ _ DURING CONSTRUCTION ze -2" 2A I I j �-o I I I III I , LEASE LINE G.C. TO INSTALL BLOCKING AS REQUIRED FOR (FX -11) FIXTURE. I I N COORDINATE WITH VENDOR I I I I I III I I CENTERLINE OF STOREFRONT GRILLE I -III I I -- i MALL SOFFIT ABOVE L---- , ,\ I LINE OF PLATFORM I \ \ ' LEASE LINE LINE OF SOFFIT ABOVE I -------- --------- -- -- - ----F-- 1 I I I I I I I I I i i I i I I I SALES ILO ' I I I O ------ —8 -- ------ --—————— — — — — —— - I 9 I N �_2 A1.21 I O LINE OF PLATFORM u J - Q � I I I ■ — — — - SLATWALL (SEE ELEVATIONS FOR COLOR SEE DETAIL 3A/A5.1 FOR ATTACHMENT DETAILS) SLATWALL WITH ROLLING DIVIDER TRACKS (SEE ELEVATIONS FOR COLOR AND DETAIL 3B/A5.1 FOR ATTACHMENT AND STRAPPING REQUIREMENTS) NEW SLATWALL TO BE SECURED WITH 08-18 x 1 %" LONG FLAT QUADREX, ZINC PLATED SELF DRILLING SCREWS WITH LIQUID NAILS *LN -940, OR EQUAL, STRUCTURAL ADHESIVE BETWEEN SLATWALL AND GWB. LOCATE AND INSTALL SCREWS AT WALL STUDS AT 16" O.C. HORIZONTALLY AND AT 6" O.G. VERTICALLY (EVERY OTHER REINFORCEMENT INSERT). SLATWALL AND SCREWS ARE SUPPLIED BY TENANT VENDOR LOCATE PANEL JOINTS AT WALL STUDS. 63'-2 3/4" LINE OF SOFFIT ABOVE 7 I I I I I 1 A2.0 I I 00 I I I I I I I I I I i I I I I I I � IIziI EXISTING NEUTRAL PIER - - - - - - - PATCH AND REPAIR AS CORRIDOR PASSAGE ADJACENT TENANT REQUIRED IF DAMAGED (NON -RATED) I DURING CONSTRUCTION N LU FOR PARTITION ?YPES $ DETAILS SEE SHEET 41.1 STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re use mid Copyright Notice: the information and specifications contained within these drowim]s was prepared for use with the scope of work al. the specific location indicated Use of this information for other projects at other locations or differing scopes of work unless expressly authorised in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specilically agreed upon purposes without the written outhorization frorn the =signing architect and engineer of record authoring these documents i; strictly prohibited by the law. lhcse drawings and specifications are subject without lirnitolion to copyright protection as an archite'tural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF CONSTRUCTION PLAN SCALE: 1/4" = V-0" CONSTRUCTION GENERAL NOTES DOOR AND FRAME SCHEDULE SEE FIXTURE PLAN AND FIXTURE DETAILS FOR ALL FIXTURE INFORMATION, SHEET A5.0. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL DOOR TY14" SIZE/LOCATION FINISH FRAME HDUJ. H/J THRESH RATING REMARKS DOOR HARDWARE NOTES DOOR HARDWARE NOTES - ADA CORNER BEADS -SPACKLE AND SAND SMOOTH. NUMBER (0/,41,2 n,, ... MAT. GR. DETAIL DETAIL 1. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE ADA 4.13.5 DOOR WIDTH AND HEIGHTS: SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION SHEET A6.0. �� � „ 9 -0 X 12 -0 HVAC CONTRACTOR TO SUBMIT SHOP DRAWINGS OF INTENDED DIFFUSER, DUCT, O _ ROLL -UP GRILLE MILL NO 1 SEE NOTE * 5 AND APPEARANCE. REQUIRED EXIT DOORWAYS ARE TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH THERMOSTAT LOCATIONS, ETC, FOR REVIEW PRIOR TO FABRICATION AND FRAME 2. IF NEW, ALL HARDWARE IS 70 BE 26D FINISH. DOOR HARDWARE THE DOOR AT A 90 -DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST PLANS IN RELATION TO EXISTING FIELD CONDITIONS. INSTALLATION OF SAME. SHALL BE MOUNTED AT NOT LESS THAT 36" OR MORE THAN 48" ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE - -- - - ABOVE FLOOR THE 32 -INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A - - WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION THE CONTRACTOR IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING Q A 3'-0" X T-0" X 13/4" PASSAGE TO STOCK PTD PT -01 METAL 2A 54/,41.2SEE - - NOTE (0 MINIMUM OF 80 INCHES. ALTHOUGH SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6 THROUGH 14 ALSO REQUIRE SPECIFIC AREAS TO BE DOCUMENTS. DO NOT SCALE. STRUCTURE DURING DEMOLITION/CONSTRUCTION. 3.OMITTED ACCESSIBLE, DOORS TO THESE AREAS WOULD ALSO HAVE TO HAVE A 3'-0" X l'-0" X 13/4° O A PASSAGE TO CORRIDOR PTD PT -01 METAL 2A 5-6/A1.2 - - 4. TENANT G.G. TO PROVIDE POWER SUPPLY 1120V SINGLE PHASE) 32 -INCH CLEAR OPENING. DIMEN5ION5 ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED ACCESS PANELS IN WALLS FOR PLUMBING, MECHANICAL OR ELECTRICAL AGGESS TO - CONNECTION FOR THE ALARM, INSTALLED ADJACENT TO THE ADA 4.13.8 THRESHOLDS: 3'-0" X 6'-8" X 1 1/8" - WALL (GWB) UNLESS NOTED OTHERWISE ON PLANS. BE AS SPECIFIED IN SPECIFICATION SECTION 08305. EXISTING STOCK TO TOILET PTD PT -01 EXISTING 3 EXISTING - - PANIC BAR ON THE HINGE SIDE OF THE DOOR FRAME. PULL THE LOW C BARE WIRE FROM THE LOCK 70 TERMINAL STRIP IN THE THRESHOLDS ARE REQUIRED 70 BE NO MORE THAN 1/2" INCH HIGH. BEVEL ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, ALL GLASS, INTERIOR AND EXTERIOR AND ALL STOREFRONT METAL TO BE CLEANED EXISTING - 3 - - - POWER SUPPLY. OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATIONS EXCEEDS 1/4" INCH. T C 3 -0 X 6 -8 X 11/8 STOCK TO TOILET PTD PT -01 EXISTING EXISTING _ - INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN W/ A LIQUID DETERGENT AT COMPLETION OF CONSTRUCTION. 5. TENANT G.G. COORDINATE WITH GRILLE MFGR AND SHALL VERIFY THAT GRILLE INSTALLATION MEETS ALL LANDLORD AND TENANT ADA 4.13.9 HARDWARE 3'-0" x 1'-0" x 13/4" ACCORDANCE W/ THE MANUFACTURERS WRITTEN SPECIFICATIONS OR INSTRUCTIONS. EXISTING CORRIDOR TO EXIT PTD PT -01 EXISTING 5 EXISTING - - SEE NOTES 11 4, 6, 1, 13 REQUIREMENTS. HAND ACTIVATED DOOR OPENING HARDWARE 15 REQUIRED TO BE CENTRED PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE OWNER. AND JAMBS AS REQUIRED TO MAKE A55EMBLY AN ALL EXISTING DOOR COMPLY WITH LOCAL HANDICAPPED REQUIREMENTS 6. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE 70 BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE „x Q DENOTES HARDWARE TO ADAAG AND CODE RIGID. ALL EGRESS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO HARDWARE SETS UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS 4 7. HARDWARE AT SERVICE DOOR SHALL BE BUILDING STANDARD PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY 70 GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE L LABOUR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTIONS EQUIPMENT, STRUCTURE PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND AS WHEN REQUIRED BY THE LANDLORD CRITERIA. AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS, MACHINERY, TRANSPORTATION, PERMITS AND OTHER SERVICES AND FACILITIES SERVICES. 8. OMITTED SET NO, 1 SET NO. 24 SET NO, 25 SET NO. 3 SETT NO. 4 SETT NO. 5 SET NO, �o NECESSARY FOR PROPER AND TIMELY EXECUTION OF THE WORK. ADA 4.13.10 CLOSERS: SELF-SUPPORTING ROLL -UP GRILLE WITH MANUAL DOOR TO EGRESS: ON -EGRESS DOOR: REPAIR AS (3 STANLEY F179 FREE -SWI REPAIR AS REQUIRED. REPLACE /2 - PAIR OF BUTT THE GENERAL CONTRACTOR 15 TO PROVIDE INSTALL PAPER COVERING APPLIED 9. REPLACE DAMAGED OR MISSING HARDWARE. REPLACE LOCK CYLINDERS AND PROVIDE TENANT WITH l2) NEW KEYS. THE MAXIMUM FORCE TO OPERATE DOORS CANNOT EXCEED 8.5 LBS. FOR EXTERIOR DOORS AND 3 LBS. FOR INTERIOR DOORS, REQUIRED FIRE THE TENANT'S CONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHITECT THAT TO THE STOREFRONT GLAZING DURING MERCHANDISING. OPERATION FURNISHED AND 1 1/2 - PAIR OF BUTTS I - PAIR OF BU 5 REQUIRED. REPLACE B T HINGES, SATIN CH ME 1 - LATCH SET DOORS MAY REQUIRE UP TO 15 LBS. PRESSURE. THE PRESSURE 15 TO BE ALL MATERIALS AND EQUIPMENTS FURNISHED UNDER THE CONTRACT ARE NEW INSTALLED BY TENANT 1 -PASSAGE I PRIVACY OCK THE FOLLOWING WITH 4-I/ 4-I/2" FIN 26D THE FOLLOWING WITH 3 SILENCER MEASURED AT RIGHT ANGLES 70 HINGED DOORS AND AT THE CENTRE UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORKS WILL BE AS SPECIFIED AND THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE GRILLE INSTALLER LATCH SET I - LL S P NEW IF NOT EXISTING (1) PRIVA LOCK NEW IF NOT EXISTING 1 1/2 - PAIR OF BUTTS PLANE OF SLIDING DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS. FREE OF DEFECTS. ENTIRE PREMISES, TO INCLUDE, BUT NOT LIMITED TO, FLOORS, MILLWORK, FIXTURES, 1 - WALL STOP 3 - S E ER5 1 1/2 - PAIR OF 5UTT5 (1) HD DOOR (INTEGRAL PANIC HARDWARE SET -A ETC. FOLLOWING INSTALLATION OF MILLWORK. 3 - SILENCERS 2 - KI PLATES. I 05 1 - PRIVACY LOCK 1 - WALL STOP WITH HINGE/ ) FOR 1 - WALL STOP ADA 4.14 ENTRANCES: ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED 70 FOR ALL WOOD MEMBERS REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, 2 - KICKPLATES - - 3 SILENCERS FITTING OM D R5 ONLY 2 - KICK PLATES BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED A$ "ANY PROVIDE PRESSURE IMPREGNATION WITH FIRE RETARDANT CHEMICALS TO PROVIDE G.C. SHALL SUPPLY 4 INSTALL PROPER 4 ADEQUATE WOOD BLOCKING TO SUPPORT - 1 CLOSER -KICK PLATES. (1) WAL TOP - I SURFACE MTD. DR ENTRANCE TO A FACILITY, WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS2 UL FR5 FIRE HAZARD CLASSIFICATION. ALL WOOD SHALL BE IDENTIFIED WITH A UL ALL OWNER SUPPLIED AND MWC APPLIED 4 INSTALLED ITEMS FOR FIRM AND SECURE (3/4 HR DOOR) TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY." HANDICAPPED RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. INSTALLATION ON WALLS, COLUMNS, ETC. G.G. SHALL COORDINATE WITH MWC FOR 1 - CLOSER INTERFERENCE WITH WHEELCHAIR TRAFFIC. REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENT AND PROVIDE i- PEEP HOLE APPROVED FIRE EXTINGUI5HER5 SHALL BE INSTALLED AS REQUIRED BY LOCAL ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. IF ADA 4.30 ENTRANCE SIGNS: AUTHORITY. REQUIRED BY CODE AND LOCAL BUILDING OFFICIAL, SUCH BLOCKING SHALL BE FIRE BUTTS: MCKINNEY STANDARD WEIGHT 5 KNUCKLE SILENCER: IVES, NO. 20 LEVEL I SECURITY SPEC. ENCLOSED MALL STORES ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST RETARDANT TREATED TO MEET SUCH REQUIREMENT. BEARING HINGES *T52-114, 4-1/2" X 4" COMB. LOCK /LATCH: ILCO UNICAN *1021 PANIC HARDWARE SET "A" ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS ALL PENETRATIONS OF FIRE RE515TIVE FLOORS OR SHAFT WALLS SHALL BE PA55AGE LATCH SET: SARGENT 8200 LINE LEVER TYPE REDUCER STRIP: SEE SILL DETAILS 11220F000F PANNEX EXIT DEVICE - ALARMED/FIRE RATED/AC REQUIRED. TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL UPON POSSESSION OF THE PREMISES, ENTIRE SPACE DIMENSION SHALL BE VERIFIED LOCK SET: SARGENT LINE LEVER TYPE POWERED/BATTERY BACK-UP WAYS. STANDARDS FOR THROUGH PENETRATIONS FIRESTOP SYSTEMS. THE CONTRACTOR AND NOTED OF ANY DISCREPANCIES BY G.C.'S FIELD SUPERINTENDENT USING SHEET PRIVACY LOCK SET: 10 LINE LEVER TYPE 1DL14182800 DOOR LOOP - FOR AC POWER SARGENTSARG 10 LIN SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO A3.0, G.G. SHALL SUBMIT COPY OF A3.0 TO THE OWNER, ARCHITECT, AND MILLWORK CLOSER: IN 0 1PSI100000 POWER SUPPLY 316503A4C2 MORTISE CYLINDER - FOOTLOCKER THE UL L15TING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. WALL STOP: IVES *407 1/2 - 532D FINISH K204FACTRY FACTORY COMBINATION KEY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH KICK PLATE: IVES, *8400 12" x 36" ALL VARIABLES DEFINED. GENERAL CONTRACTOR AND MILLWORK CONTRACTOR TO COORDINATE THEIR WORK PANIC HARDWARE - SUPPLIED 4 INSTALLED BY SECURITY SOLUTIONS STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re use mid Copyright Notice: the information and specifications contained within these drowim]s was prepared for use with the scope of work al. the specific location indicated Use of this information for other projects at other locations or differing scopes of work unless expressly authorised in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specilically agreed upon purposes without the written outhorization frorn the =signing architect and engineer of record authoring these documents i; strictly prohibited by the law. lhcse drawings and specifications are subject without lirnitolion to copyright protection as an archite'tural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32777 SPACE K04 STORE NO. 14508 SHEET TITLE CONSTRUCTION PLAN SHEET NO. Al . O OH TYRONE PROTOTYPE n,, ... S P 0 RTS.:, PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32777 SPACE K04 STORE NO. 14508 SHEET TITLE CONSTRUCTION PLAN SHEET NO. Al . O OH TYRONE PROTOTYPE EXISTING= WALL TO REMAIN. PATCH AND REPAIR AS i REQUIRED TO RECEIVE NEW FINISHES IF INDICATED ON FINISH PLAN. EXISTING f=AFRTITION EXISTING FULL HEIGHT DEMISING WALL TO REMAIN. WALL MUST CONFORM TO 1 -HOUR FIRE RATING (UL4(o5) AND LOCAL CODES. PATCH AND REPAIR --� AS REQUIRED TO MAINTAIN EXISTING FIRE RATING AND ANY NEW FINISHES. D i�1ISINC� FAIRTITION STING EXTERIOR DEMI SI WALL WITH METAL TU ND G.W.B. ON I IOR SIDE TO REMAIN. � REPAIR REQUIRFX TO MAINTAIN EXISTING FIRE RATING. FR WALL FOR ANY NEW FINISHES, DEMISING PARTITI Al � EXTERIOR �I 0 3-5/8" TOP TRACK DECK 35/8 x 20 GA. MTL. S WITH (1) LAYER 5/8" ?T,EACH SIDE- RUN F DECK ABOVE. IDS 16" O.C. DE "X" GWB TYP. SLAB TIGHT TO DECK 3-5/8" TOP TRACK FIN. CLG. SEE PLAN FOR TYPE CONTINUOUS 12" X 16 GA. METAL STRAPPING FOR INSTALLATION OF WALL SYSTEM TRACK 3 5/8" x 20 GA. MTL. STUDS 6 16" O.G. WITH (1) LAYER 5/8" TYPE "X" GWB TYP. ON ONE SIDE- RUN FROM SLAB TO 6" ABOVE LAY -IN CEILING r WHEN USED IN CONJUNCTION WHEN USED IN CONJUNCTION WITH ROLLING DIVIDER TRACK WITH ROLLING DIVIDER TRACK YSTEM SEE DETAIL 3/A5.1 SYSTEM SEE DETAIL 3/A5.1 CONTINUOUS 12" X 16 GA. METAL STRAPPING FOR INSTALLATION OF WALL SYSTEM TRACK 3-5/5" BOTTOM R G;< 3-5/8" BOTTOM TRACK e r FIN. FLR. FIN. FLR. FILL �4Ir_:��4T INTEfRICF, f=,4fRTITION INTEfR10F F4FTITION I F 3 5/8" x 20 GA. DIAGONAL GRACE AT 4'-0" O.G. TO STRUCTURE ABOVE, TYP. 3-5/8" TOP TRACK DECKOL FIRE STOPPING AT ALL CEILING LINES WHERE REQUIRED BY CODE l� FIN. C G. SEE PLAN FOR TYPE 3 5/8" x 20 GA. MTL. STUD -56 16" O.G. WITH (1) LAYER 5/8" TYPE 'IX" GWB TYP. EACH SIDE FROM SLAB TO FINISHED GWB CEILING. (AND/OR 6" ABOVE LAY -IN CEILINGS) 3-5/8" BOTTOM TRACK FIN. F INTEFRIOF FAfRTITION 3/4" F.R.T. PLYWOOD PECK FIRE STOPPING AT ALL CEILING LINES WHERE REQUIRED BY CODE FIN. CLG. OL — SEE PLAN FOR TYPE 6" x 20 GA. MTL. STUDS ,e 16" O.C. WITH (1) LAYER 5/8" TYPE "X" GWB CEILING AND 3/4" F.R.T. PLYWOOD PLATFORM ABOVE 3 5/8" x 20 GA. MTL. STUDS s 16" O.C. WITH (1) LAYER 5/8" TYPE "X" GWB RUN UP FROM SLAB TO FINISHED GWB. CEILING. (1) LAYER 5/8" TYPE "X" GWB. RUN FROM SLAB TIGHT TO 3/4" F.R.T. PLYWOOD PLATFORM DECK 3-5/8" BOTTOM TRACK FIN. F INTEF�fOF� FAFTITION PARTITION TYPE "A" PARTITION TYPE "B" - NOT USED PARTITION TYPE "C" I PARTITION TYPE "D" PARTITION TYPE "E" I PARTITION TYPE "F" PARTITION TYPE "G" PARTITION TYPE "H" 3 5/8" OR 6" x 20 GA. STUD AT 4'-0" O.C. (MIN.) OR AS REQUIRED. CLIP STUD END AS REQUIRED AND ATTACH TC EXISTING TOP CHORD STRUCTURE WITH M.145" DIA. P.A.F. AT EACH END. (2) *8 SCREWS AT EACH STUD LOCATION 1 --- F CONTINUOUS 18 GA. DEEP LEG TRACK. SLIP CONNECTION 1/2" CLEAR EACH SIDE OF STUD (TYP.) BRIDGING AT 8" FROM TOP PER MANUFACTURER'S 3 5/8" METAL STUDS AT RECOMMENDATION 1(o" O.G. fi ,4f;R,4LLEL TO STFRUCTL�IRE -__. =TURF CONNECTION DETAILS ATTACH TRACK TO EXISTING BAR JOIST TOP CHORD WITH (2) .145" DIA. P.A.F. (EACH JOIST LOCATION) )US 18 GA. G TRACK. INECTION 1/2" CLEAR EACH SIDE OF STUD BRIDGING AT 8" FROM TOP PER MANUFACTURER'S 3 5/8" METAL STUDS A7 16" RECOMMENDATION O.G. FEfRFEND ICUL,4F TO STfRUCTUFE FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—usc and Copyright Notice: The inlorrnation and specifications contained within these drawings was prepared for use with the scope of wort at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in ,Yriting by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specificati_,ns, and the information contained within, are and shall remain the property ofthe uuthor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these docurnents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE 1 LL 4 FL COMMENTS 9-25-12 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF h L 5 N -nros � P 0 �R� PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE PARTITION TYPES SHEET NO. CH TYRONE PROTOTYPE Al .1 - 3-5/8 x 18 GA. NESTED BRACES _ 3/4" 16 GA. COLD -ROLLED EACH WAY AT 4'-0" O.G. MAX. CHANNEL SPACED AT 4'-0" O.C. SCREW TOGETHER 19 1'-0" O.G. Q HORIZONTALLY. I EACH FLANGE 1-1/2" x 3" x 16 GA. CHANNEL CLIP \ _ ANGLE 1/4" LESS THAN STUD WIDTH, TYP ATTACH WITH (4) 5/8" "5-12 PARTITION FRAMING SCHEDULE HEIGHT H * STUD SIZE** BOTTOM TRACK TOP TRACK 8'-0" SPAN 11'-6" SPAN UP TO 16 FT. 3-5/8"x25GA. 3-5/8"x18GA 3-5/8"x18GA 3-5/8"x16GA. DL. 16FT. TO 20FT. 6" x 20GA. 6" x 18GA. 6" x 18GA. 6" x 18GA. 20FT. TO 26FT. 6" x 18GA. 6" x 18GA. 6" x 18GA. 6" x 18GA. DL. FOOT LOCKER INC. SCREWS OR 3/4" WELDS IN (3) NESTED STUD BRACING PLACES * NON-BEARING STUD WALLS ONLY. STORE PLANNING DEPT PROVIDE HANDLE ON THE TOP GAP TODECK ELEV. 112 WEST 34TH STREET METAL STUD FRAMING, TYP. NESTED BRACING 6 (\VIF) EASE THE REMOVING OF THE GAP. 4'-0" O.G. MAX. -___ Y - I. ALL STUD WALLS AND PARTITIONS REQUIRE GYP. BD" BOTH SIDES FOR THE NEW YORK NY 10120 COORDINATE HANDLE SPEC WITH FULL HEIGHT OF THE STUDS (UNLESS SPECIFICALLY DETAILED OTHERWISE). FOOTLOCKER CONSTRUCTION MANAGER �\ BRACE LENGTH MAY 2" ALL SUSPENDED WALLS SHALL HAVE GYP. BD. WHICH EXTENDS 4" ABOVE THE 1/4" DIAMETER THRU BOLT NOT EXCEED 16'-0" \ SUSPENDED CEILING (UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE PROJECT COORDINATOR: 48" AF WITH TOGGLE (TYP. OF 2) ARCHITECT). 6" GWB COWAN +ASSOCIATES 3. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF 438 E. WILSON BRIDGE RD. LABEL 2 x 4 BRIDGING SPACED AT 4'-0" MAX. ON CENTER. THE BRIDGING SHALL BE ° l 100 SECURELY FASTENED TO THE STUDS WITH EITHER SCREWS OR WELDS. SUITE WORTHINGTON,, OH 43085 3/4"x 2" POPLAR PLYWOOD - 4. ALL STUDS SHALL BE "CEE" STUDS WITH FLANGE STIFFENERS. PHONE: (614) 436-0100 TRIM PAINT (CP -5) -- I CONTACT: BRUCE MOODY - 5. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS. ^~\ PAN HEAD SCREWS - f N w WHERE THE STUD MANUFACTURERS RECOMMENDATIONS OR LOCAL ORDINANCES � I � M Q ARE MORE RESTRICTIVE, THEY SHALL APPLY. METAL STRAP :X. '` 16 GA. TRACK OVER 3-5/8 x 18 w ARCHITECT: (TYP. OF 2) (-) GA. TOP -TRACK SCREW TOGETHER z 4 6. TYPICAL FASTENER: 1/2" DIA. HOLE IN BTM CAP AT 12" O.C., STAGGERED Q cp A. STEEL STUDS TO STEEL STUDS OR TRACKS: 08-18 x 1/2" TEK5/2 WITH PHIL. Z PAN HEAD FOR 25GA OR 20GA "10-16 x 9/16" TEKS/3 WITH PHIL. PAN HEAD FOR WILLIAM PHILIP WHITE ° 6" DIAMETER PVC. TUBE INTERCONNECTION OF 18GA. OR 16 GA. 438 E. WILSON BRIDGE RD. / 25 MAX."CEE" STUDS AT 16" O.C. PVC BOTTOM CAP GLUED IN. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS AND BEAMS: SUITE 100 —- MAX. SEE OTHER DETAILS FOR - PLACE, G.C. TO DRILL I/2" DIA. HOLE PLAN ADD'L. INFO. *14-10 x 1/2" H.W.H.YPE "S" METAL—TO—WOOD TEKS. WORTHINGTON' OH 43085 � I IN CENTER OF BOTTOM CAP C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL, WIDE PHONE: (614) 436-0100 FLANGE BEAMS, COLUMNS, GIRDERS, ETC.): TEK-5/3 OR TEKS/4- GAUGE AND NOTE: 3/4" 18 GA. GOLD ROLLED CONTACT: BRUCE MOODY ELEVATION UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A LENGTH AS REQUIRED FOR THE COMBINED THICKNESS OF THE MATERIAL TO BE CHANNEL- BRIDGING SPACED At DRILLED. NEW BLUEPRINT SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE 4'-0" O.G. HORIZONTALLY - - D. PLYWOOD TO STEEL STUDS: X10-24 x 3/4" TEK5/3 (PLYMETAL TEKS) WITH BLUEPRINTS INTO THE PLAN TUBE HOLDER LABEL (WITH CLEAR TAPE) I� _ p THIN WAFER HEAD. ENGINEER: STATING: THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE BOTTOM TRACK WITH HILTI 031NK512 E. GYP. BD. TO STEEL STUDS: "'1 x 1/4" HI -LO TYPE "S" BUGLE HEAD REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER TENANT G.G. DRIVE PINS AND R36 DISCS AT ____ SCREWS FOR 3/8" TO 5/8" GYP. BD. TO 25GA. OR 20GA. STUDS. 06 x 1/4" TYPE JAMES A. KNOCHEL P.E. TO SUPPLY AND INSTALL DRAWING TUBE ASSEMBLY WHERE INDICATED 24" D.C., MAX. "S-12" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYP. BD. TO 18GA. OR 16GA. ON PLANS" 438 E. WILSON BRIDGE RD. STUDS OR TRACKS. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 13 SCALE: 1 1/2" = V-0" 13 PARTITION FRAMING DETAIL SCALE: 1/2" = V-0" NOT USED 14 DRAWING TUBE CONTACT: JIM KNOCHEL 10 A1.2 SEAL 10 ,... UNDERSIDE OF G.W.B. CLG. Al"2 (SEE REFLECTED CLG. PLAN) / / 1 _ 5/8" GWB ON 3 5/8" X 20 GA. METAL n FRAMING (TYP.) F — -j ACRYLIC WALL PANEL (WHERE REQUIRED) (TYP.) p EXISTING STRUCTURAL COLUMN - - _ VERIFY SIZE IN FIELD = w = 1 C zCq U_ 0 0 z 5/8" CEMENT BOARD FROM a u U_ SLAB UP TO UNDERSIDE OF LL 0,11 EXISTING STRUCTURAL COLUMN VERIFY SIZE IN FIELD OR UJF-03 G.W.B. CEILING 5/8" CEMENT BOARD FROM THINSET BRICK SLAB UP TO UNDERSIDE OF THINSET BRICK ON � f'rohihilion On Re—use and Copyright Notice: CEILING _ - MORTERED �- THINSET MORTAR The information and specific itions contained within these drawings was prepared for use with the scope of w(rk at the specific loculion indicated. J%ie of WITH 3/8n JOINTS - • - _ NOTE; THINSET BRICK ON information for other project at other locations or differing scopes of work (TYP.) / unless expressly authorized it writing by the signing architect and engineer of USE WHOLE, HALF THINSET MORTAR record authoring these documents is strictly prohibited by the law Ll 1'-4 1/2" BRICK LENGTHS, AND NOTE: 2" X 2" X 12" HIGH INSTALL CORNER GUARD OVER CORNER UNITS ONLY USE WHOLE, HALF 0 These drawings and specifications, and the information contained within, are CORNER GUARD W/ ACRYLIC WALL PANEL (WHERE G.W.B. ENCLOSURE BRICK LENGTHS, AND and shall remain the properly of the n purposes Display, reproduction or use v CORNER UNITS ONLY for any but the speciliaally agreed upon purposes without the written CLEAR BRUSHED REQUIRED) (TYP.) aulhoriiation Dorn the signing architect and engineer of record authoring these ALUMINIUM FINISH FLOOR SLAB 1 -8 dorument is strictly prohibited by the law. FINISH FADE AjZ L�''f) T These drawings and specificnlions are subjecl withoul limilalion to copyright protection as an arch itcctuml work under the Architectural Works Copyright. Protection Act of 1990. 5.ENCLOSURE I' I15/8" REVISIONS FINISH FACE NO. DESCRIPTION DATE 12 NOT USED 11 _NON -SALES SCALE: 3" = V-0" 10 COLUMN ELEVATION SCALE: 1 1/2" =1'-0" 9 COLUMN ENCLOSURE DETAIL SCALE: 1 1/2" =1'-0" 8 COLUMN ENCLOSURE DETAIL SCALE: NTS I OWNER COMMENTS 2-20-13 NOTE: REFER TO DOOR AND HARDWARE SET SCHEDULES SHEET A1.0 2 2 "t L 3,_0. 2" A1.2 2"tL 1/2" 1/2" 2" 2OFENn DATE: 12-13-12 - 5/8" GWB ON 3 5/8" X 20 SCALE: AS NOTED GA. MTL- FRAMING (TYP.) _ oGROSS AREA: 5,503 SQ. FT. LL tL1 1 LL, A1.2Q U_ SALES AREA: 3,584 SQ. FT. _. oc a A 12 a W Q _ N 3 PROJECT #: FL -086 DRAWN BY: STAFF 2" 5/8" GWB ON 3 5/8" X 20 GA. MTL. FRAMING (TYP.) HOLLOW GORE PROVIDE ANCHORS THREE METAL DOOR (3) PER JAMB DOOR T"TE "A" DOOR OPENING METAL FRAME METAL FRAME STIFFENER SCREWS AT 24" _ FITTING ROOM CASED OPENING WITH N.M. DOOR O.C. m ` t a .,. SPORTS 7 DOOR TYPES AND FRAMES SCALE: 3/8" = 1'-0" 6 DOOR HEAD SCALE: 3" = 1'-0" 5 DOOR JAMB SCALE: 3" = 1'-0" VESTIBULE 5/8" GYP. BD. ON 3 5/811 EQ. L METAL STUD FRAMING EQ. PROJECT TITLE DRAPERY TIE -BACK 2 HOOK BY TENANT, Al2 StIFFNER SCREWS g 24" INSTALLED BY G.C.SEMINOLE TOWNE CENTER O.C. ON METAL S UDEXIST. GYP.BD. FRAMING 3 6 - 00 TOWNE CENTER CIRCLE 5/8 F.G. GYP. Bp. ON 20 GAMETAL TO REMAIN h SANFORD, FL 32771 VESTIBULE SCUD FRAMING PROVIDE FIN. CLG. METAL SPACE K04 BLOCKING AT MOUNTING - - SCREWS -� STORE NO. 14508 STIFFNER SCREWS 24" O.G. - SALES VESTIBULE i SHEET TITLE CONSTRUCTION l -6 AFF. SALES AREA HM. OPENING FRAME __ ---_ DETAILS HM. OPENING FRAME AT CURTAIN ROD OVIDE METAL BLOCKING PROVIDE METAL FITTING ROOM BLOCKING AT CURTAIN I 111111v ROD SUPPORT. SHEET NO. Al ■ Z 4 NOT USED SCALE: 3" =1'-O" 3 DETAIL AT CASED OPENING SCALE: 3" =1'-0" 2 HEADER AT CASED OPENING SCALE: 3" =1'-0" 1 DETAIL AT FITTING ROOM DOOR 0 REVISED DETAIL SCALE: 3" = V-0" CH TYRONE PROTOTYPE I KNIV�h'f'�KiIV I �E AL TOILET ROOM ACCESSORIES SCHEDULE TOILET ROOM GENERAL NOTES APPLI � - NOTES ENTRY DOOR INTERNATIONALS SYMBOL OF ACCESSIBILITY G.C. TO FURNISH AND INSTALL ALL TALLU0111,1111L O FUITY % SIDELITE GLAZING SHALL BE THE STANDARD USED TO IDENTIFY 1. GRAB BARS 505RICK 8-6806 SATIN FINISH WITH CONCEALED MOUNTINGS 1 1/2" DIAMETER SIDE BAR: 42" LONG, REAR BAR: 36" LONG. IF 'NEW TOILET ROOM' 15 IDENTIFIED ON PLANS: FoOTLoCKER INC � EQUILATERAL TRIANGLE I/4° ACCE SIGNAGE PER ' ®ia" A.F.F. FACILITIES THAT ARE ACCE5515LE TO AND (TEL: 818-982-%00) TOILET ROOM TO BE LOCATED IN LOGICAL LOCATION TO LANDLORD'S WATER AND SEWER LINES. PLANS A55UME CONDITIONS WHICH MAY BE CONDITIONS AND NOTIFY TENANT REP. IF CHANGES ARE NECESSARY. ! (TENANT 510E) USABLE BY PHYSICALLY DISABLED INACCURATE. TEN G.C. TO FIELD VERIFY LOCATION OF EXISTING THICK 12" LONG CIRCLE I/4" THE BIALMO CODE � INSPECTOR2' PERSONS. TOILET TISSUE DISPENSER TEN. G.C. TO VERIFY LOCATION AND ORIENTATION OF EX15TING TOILET ROOM(S) (IF ANY) AND UTILIZE WHEN POSSIBLE EXISTING PLUMBING THICK 12" IN DIAMETER.7 ENTRY POOR: INTERNATIONAL 505RICK 516861 SURFACE MOUNT (TEL: 818-982-9600) WALLS AND PLUMBING LINES TO MINIMIZE EXCESSIVE WORK AND NOTIFY TENANT REP. IF CHANGES ARE NECESSARY. MIRROR MIRRORBOSRC 5YMWL OF AC.GE5619ILITY MOUNTING LOCATION AND HEIGHT: SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO 3 8-293-1836 STAINLESS STEEL TILT MIRROR IS" X 36" (TEL: PROVIDE AND INSTALL A (M) 30 MIL. (MIN.) WATERPROOF MEMBRANE EXTENDED A MINIMUM OF 4" UP VERTICAL SURFACE5 IN TOILET ROOMS STORE PLANNING DEPT THE LATCH OUTSIDE OF DOOR MOUNTING 818-982-9600) OR AS REQUIRED BY LANDLORD. 112 WEST 34TH STREET SOAP DISPENSER HEIGHT SHALL BE 60" ABOVE THE FIN15H PROVIDE AND INSTALL A FLOOR DRAIN IF NOT EXISTING. �►� � � � j . FLOOR TO THE CENTER LINE OF THE SIGN. 4• TO BE PROVIDED BY STORE OPERATIONS AT THE TIME OF STORE OPENING. PROVIDE AND INSTALL MARLITE FIBERGLAS REINFORCED PANEL (FRF) WAINSCOT TO 4'-0" A.F.F. NEW YORK NY 10120 5• PAPER TOWEL DISPENSER BOBRICK MODEL 8-253 / 5/g" TO 2' ,% / ;/;, MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN REFER TO SHEET A3.0 FOR FINISHES. UPPERCASE3" OF SIGNAGE WITHOUT ENCOUNTERING SHELVES AND STANDARDS ' SNE ,r 11 '" I/32 RAISED PROTRUDING OBJECTS OR STANDING WITHIN SEAL FULL AROUND ALL EDGES * ADJOINING MATERIALS WITH CLEAR SILICONE (WOOD BASE TO WALLS MIRROR TO WALLS, BENCH TO WALLS, PROJECT COORDINATOR: LETTERS. UNISEX THE SWING OF THE DOOR. 6. (2)12" DEEP 4'-0" WIDE 11/211 SHELF - PLASTIC LAMINATE (6) SIDES ON M.D.F.m 6 -0 A.F.F. ON Etc.) WALL 516NA6E COLOR OF 5YM5OL: THE SYMBOL SPECIFIED (2) GARCY 604 STANDARDS WITH (4) GARCY 12" 686 BRACKETS IF 'EXISTING TOILET ROOM' 15 IDENTIFIED ON PLANS: COWAN + ASSOCIATES FAUCET , ABOVE SHALL CONSIST OF A WHITE FIGURE IF TOILET ROOM IS IDENTIFIED AS EXISTING ON PLANS, TENANT G.C. TO VERIFY ACTUAL EXISTING CONDITIONS AND REPORT TO TENANT 438 E. WILSON BRIDGE RD. r ; , ON A BLUE BACKGROUND AND SHALL A 1 DELTA MODEL "2131 CLASSIC TWO HANDLE SPECIALTY FAUCET WITH THREADED SPOUT. ADA COMPLIANT. 4" CENTERS. SUPPLIED AND INSTALLED BY GG. WHEN MOP SINK IS NOT REQUIRED OR No NEW TOILET ROOM IS INDICATED. REPRESENTATIVE AS TO CONDITION OF ALL FIXTURES AND ACCESSORIES. THE TENANT REP. WILL DETERMINE IF ANY NEW WORK IS TO BE SUITE 100 NON -GLARE FINISH. THE BLUE SHALL BE GC IS ALSO TO PROVIDE 1 SIX -Foot LAUNDRY NOSE. USE ONLY DONE IN EXISTING TOILET ROOM. WORTHINGTON, OH 43085 EQUAL TO COLOR NO. 15090 IN FEDERAL PLUMBING FIXTURES PHONE: (614) 436-0100 PLUMBING NOTES: I V A 5TANDARD5 5958 I. GENERAL CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AND REPORT TO TENANT'S PROJECT CONSTRUCTION MANAGER AS TO THE REFERENCE MECHANICAL 5HEET(5) FOR EXTENT OF PLUMBING WORW, ALL NEW PLUMBING FIXTURES UNLESS OTHERWISE SPECIFIED ON PLANS. CONTACT: BRUCE MOODY BRAILLE: CONTRACTED GRADE 2 BRAILLE. CONDITION OF ALL FIXTURES AND ACCESSORIES. THE PROJECT CONSTRUCTION MANAGER WILL DETERMINE IF ANY NEW WORK IS TO BE DONE. '' F' % ,' / DOTS SHALL BE 1/I0 INCH ON CENTERS IN 2. ALL HANDICAP ACCESSIBLE TOILET ROOM ACCESSORIES MUST BE INSTALLED IN COMPLIANCE WITH ADA AND LOCAL CODES FOR MOUNTING HEIGHTS DETAIL PR TOILET ROOM DETAILS PROVIDED FOR FINISH REQUIREMENTS ONLY. IN THE EVENT AN AGCE551BLE TOILET ROOM IS TO BE PROVIDED. REFERENCE "ADA MEN WOMEN GRADE 2 BRAILL UNISEX EACH CELL WITH 2/10 INCH SPACE BETWEEN CELLS, MEASURED FROM THE SECOND AND LOCATIONS. 3. ALL TOILET ROOM ACCESSORIES SHALL BE 04 STAINLESS FINISH UNLESS OTHERWISE NOTED. TOILET ROOM REQUIREMENTS" BELOW ARCHITECT: ENTRY DOOR BRAILLE EXIT 5I6N 4. TENANT GENERAL CONTRACTOR SHALL INSTALL NON- COMBUSTIBLE BLOCKING IN WALLS AS REQUIRED FOR ALL NEW ACCESSORIES. ADA 416 1200E 516NA6� TO BE MOUNTED 60„ A.F.F. ON COLUMN OF DOTS IN THE FIRST CELLS TO THE 5. ALL GRAB BARS MUST BE ABLE TO SUPPORT 250 LBS. WATER CLOSET: THE HEIGHT 15 REQUIRED TO BE A MINIMUM OF 11 INCHES AND A MAXIMUM OF 19 INCHES MEASURE TO THE TOP OF THE SEAT. WILLIAM PHILIP WHITE FIRST COLUMN OF DOT5 IN THE SECOND 6. ALL HOT WATER AND DRAIN PIPING UNDER LAVATORY MUST BE INSULATED. REPLACE AS REQUIRED. FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OR 3 LBS. OR BY A REMOTE LOW STOREFRONT MULLION SYSTEM, ON CELL. DOTS SHALL BE RAISED A MIN. OF VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED SO IT IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. 438 E. WILSON BRIDGE RD. LEFT51DE OF ENTRY DOORS 1/40 INCH ABOVE THE BACKGROUND. HANDLE ON TOILET NOT TO EXCEED 44” AFF. SUITE 100 THE REQUIREMENTS FOR TOILET COMPARTMENTS DEPEND ON THE SIZE OF THE WATER CLOSET. 50 IT 15 IMPORTANT TO KNOW WHAT TYPE ONE WORTHINGTON, OH 43085 IS USING WHEN DESIGNING THE TOILET ROOM. WATER CL06ET5 MUST BE A Ib GALLON FLUSH FIXTURE. PHONE: (614) 436-0100 10 ACCESSIBLE SIGN DETAIL 4.19 CONTACT: BRUCE MOODY LA LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE WITH 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 11 INCHES DEEP FROM THE FRONT OF THE LAVATORY. - HEIGHT LIMITATIONS ARE REQUIRED FOR THE TOP OF THE LAVATORY BY THE FEDERAL ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (ATBCB). ENGINEER: PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND JAMES A. KNOCHEL P.E. TOE SPACE UNDERNEATH LAVATORY. 438 E. WILSON BRIDGE RD. TOP TRIM CAP GUT IN FIELD CUT NELPLAS PANEL IN FIELD TYP. SUPPLIED IN 96" LENGTHS EXTEND SCHEDULED WALL INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. SUITE 100 PARTITION - REFER TO PARTITION TYPES COVERING 6" BEYOND NELPLAS PANEL - TO 3'-6" A.F.F. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. WORTHINGTON OH 43085 ' OUTSIDE CORNER MITRE ALL CORNERS u FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CAN NOT REQUIRE GRASPING, PHONE: (614) 436-0100 GUARD CUT IN FIELD INSIDE CORNER GUARD i EXTEND SCHEDULED WALL qB PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 LBS. LEVER -OPERATED, CONTACT: JIM KNOCHEL CUT IN FIELDD � COVERING 6" BEYOND NELPLAS PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE = =%' PANEL - TO 3'4" AFF. ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. INSTALL NEL AS ANEL AN P P D ADA 426 �3 i I i iF — - — — — — CORNER GUARDS PER MFG. INSTRUCTIONS GRAB BARS: LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE WATER CLOSET. 33 INCHES ABOVE AND PARALLEL SEAL k.- INSTALL NELPLAS PANEL qD qG qE TO THE FLOOR GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF AND COMER GUARDS PER -r INSIDE WAINSCOT OUTSIDE THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. I =THE MFG. INSTRUCTIONS CORNER TRIM CAP CORNER 0 GUARD GUARD WALL BASE AS DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 11/4 TO 11/2 INCHES, OR THE SHAPE IS TO PROVIDE AN EQUIVALENT W w Q- SCHEDULED INSTALLED GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR IS TO BE 11/2 T t f l Q OVER NELPLAS PANEL INCHES. �`` •.__ WALL BASE AS SCHEDULED INSTALLED OVER NELPLAS PANEL o v GRAB BARS SHALL NOT ROTATE AND SHALL WITHSTAND 250 LBS/FT BENDING, SHEAR, AND TENSION. i" '10(0 _ NELPLAS .04 THK FINISHED FLOOR GRAB BARS AND ANY SURFACE ADJACENT TO THEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM ACRYLIC PANEL NELPLAS THK ADA 419 .04" ACRYLIC PANEL NELPLAS .04 THK EXTEND WALLGOVERING ACCESSORIES: WHERE SANITARY NAPKIN, WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED. AT - ACRYLIC PANEL 6 BEYOND NELPLAS LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR PANEL - TO 3'4" A.F.F. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR ACCESS. TOILET ROOMS SHALL HAVE TOILET PAPER DISPENSERS MTD. AS SHOWN. HT. SHALL BE 1'-9" AFF. DISPENSERS SHALL NOT PROJECT BEYOND THE FRONT OF THE WATER CLOSET. DISPENSERS THAT CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS FLOW SHALL NOT BE USED• 9D CORNER GUARD 9D CORNER GUARD NOT TO SCALE 9C TRIM CAP NOT TO SCALE 9B SECTION SCALE: 1/2 = 1 -0 " " 9A ELEVATION SCALE" proldbilion on Re-ur,e ind Copyrighl Notice: The information and specifications contained within these drawings was prepared ADA 4.30 SIGNS: TOILET ROOM DOORS SHALL BE CLEARLY LABELLED BY A UNISEX SYMBOL, SECURELY FASTENED. for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work 9 NELPLAS/KYDEX PANEL DETAILS SCALE: AS NOTED the signing architect and engineer of unless expressly these do in writing strictly record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. EXISTING 1140" RELOCATED UTILITY These drawings and specifications are subject without limitation to copyright protection as an orchil-ectural work under the Archilectural work; Copyright EX15TING EXISTING SINK protection Act of 1990. SHELVE AND REVISIONS SURFACE MTD. - STANDARDS NEW SHELF ABOVE NOTE: NO. DESCRIPTION DATE z NEW VERTICAL NEW PAPER TOWEL RESTROOMS ARE EXISTING 1 OWNER COMMENTS 2-20-13 24" SEE CONSTRUCTION PLAN FOR m = GRAB BAR DISPENSER 0 TO REMAIN. TOILET WALL TYPE \ EXISTING ADA GRAB --- ----J ACCESSORIES SCHEDULE W EX15TING 42" �� BARS _ — _ _ AND GENERAL NOTES ARE FITTING ROOM BENCH PROVIDED BY VENDOR PROVIDED z 39" - 41" GRAB BAR RELOCATE[) ��� EXISTING TOILET PROVIDED FOR REFERENCE ' MIRROR .� EXISTING SHOULD ANY ONLY,\•�\ w EXISTING 36" '" /� \� REOANO IMPROVEMENTS BE - Ix4 WOOD NAILER PAINTED 12" GRAB BAR RELOCATED \ / REQUIRED. COORDINATE ANY \ SC -02 (WIDTH OF BENCH) SCREWED TO EACH STUD / LAVATORY •� RELOCATED LAVATORY IN WORK REQUIRED WITH THE 1 - SUPPLIED, INSTALLED, AND 36 MAX. 6" 3'-0" \` ORDER TO COMPLY 5'-0" CLEAR DIAMETER I w TENANT'S CONSTRUCTION _ PAINTED BY G.G. WITH ACCESSIBILITY MANAGER. j EX15TING Lu o DISPENSER \ / G.C. TO SCREW BENCH 1 1/2" SQ. q _z I X TABS TO WOOD BASE (TYPICAL 4 v x EXISTING x DATE: 12-13-12 OF 2 AT THE TOP AND 2 AT THE a Q WATER CL05ET BOTTOM) m �Q F � m c^ e - / SCALE: AS NOTED WB -02 WOOD BASE -- EXISTING WALL ' NEW NI -LO DRINKING BASE REFER TOFOUNTAIN - REFER TO ACCESSIBLE GROSS AREA: 5,503 SQ. FT. FINISH PLAN ' MEP'S RESTROOM SIGNAGE 6i' KNEE SPACE DASHED THE ADA REQUIRES 0 0 BY G.C. (SEE 10/A1.3) 4'-5 5/8" SALES AREA: 3,584 SQ. FT. AREA INSULATED 11" PIPE WRAP SPOUT HEIGHTS TO MEASURE 34 AND 38 SEE IO/A1.3 FOR ACCESSIBILITY PROJECT #: FL -086 ABOVE FINISH FLOOR SIGN DETAILS DRAWN BY: STAFF 8 BENCH ATTACHMENT SCALE: 1/2"=V-0" 7 TOILET ROOM ELEVATIONS SCALE: 1/2"-1'-0" 6 TOILET ROOM PLAN (TYP. OF 2) SCALE: 1/2"=1'-0" \J G.C. TO PROVIDE GG TO PREP WALL AS REQUIRED TO RECEIVE 'VENDOR' DIGITAL FINISH, CLEAR SILICONE GRAPHIC WALLCOVERING± LEVEL 5 WALL PRIME WITH - 'MANIFESTO' GRAPHIC SEALANT ALL SEE SIDES. ELEV.OTHERS. MANUFACTURE'S RECOMMENDED PRODUCTS TINTED TO MATCH WALLCOVERING. WALLCOVERING PROVIDED AND INSTALLED BY SEE GRAPHIC DESIGN INTENT DOCUMENTATION FOR DETAILS. FIN. GLC. FIN, C G. �1 = STYLMARK FITTING 8 -1 ��� SPORT S ROOM MIRROR KIT _ M MODEL "620083 I PAINT WALL PT -01 "LOCAL" GRAPHIC U PAINT WALL PT -02 PRIOR TO INSTALLING G.G. TO PROVIDE i i GRAPHIC HEX NUT d FLAT "12 SELF -TAPPING ROUND HEAD I 1 i7 I I FITTING ROOM WASHER MTG. PLATE METAL ANCHOR DRAPERY w/ 1 1/4" Q I I u A1.3 (, I DRAPERY ROD v 12 G. X 3" X 3" STL. ANCHOR PLATE 1/4" MIRROR GLASS i i FITTING ROOM BENCH 4 -0 MIRROR BY G.G. PROJECT TITLE 1 1/2" 1 1/2" SUPPLIED w/ MIRROR KIT i i ATTACHED TO WALL lila-m� FITTING ROOM BENCH O - - -- 11/2" DIA. GRAB BAR G.C. TO PROVIDE �, TO BE 24"x48" FIXED - SEMINOLE TOWNS CENTER METAL BLOCKING ELEVATION 2 ELEVATION I TO THE WALL AND CAN O wQ HOLD A MINIMUM 250 ' `� 00 TOWNS CENTER CIRCLE �_77�GC LB/FOOT.F.O.LC. Q TO PREP WALL AS REQUIRED TO RECEIVE DIGITAL GRAPHIC: / 3 1 o SANFORD, FL 32771 4 SECTION @MIRROR SCALE: 6 -1 0 "- �- " WALLCOVERING- LEVEL 5 WALL FINISH, PRIME WITH MANUFACTURE'S ' / 2 \ RECOMMENDED PRODUCTS TINTED TO MATCH WALLCOVERING. SPACE K04 COVER PLATE WALLCOVERING PROVIDED AND INSTALLED BY OTHERS. SEE 3 0 e MOUNTING PLATE 1 1/2" DIA. ALUM. HANDRAIL W/ GRAPHIC DESIGN INTENT DOCUMENTATION FOR DETAILS. A13 WALL AS 5'-0" CLEAR [- ' 3 5/8" 20 GA. MTL. ENDS RETUNED TO WALL. ALL CORNERS TO BE GROUND CEILING MOUNTING PROVIDE 20 GA. METAL BLOCKING PLATE AT RAIL MOUNTING PLATES PREP FIN. GLC. REQ'D. FOR LEVEL --------- FIN. CLC. � CEILING MOUNTED \ STORE NO. 14508 STUD CONT. ATTACHED SMOOTH 5 WALL FINISH FOR t _ _ _ _ _ _ _ GARMENT BAR TO REST BRACKET B 4'-0" O.C. MAX. - _ 5 3 VENDOR' GRAPHIC CEILING MTD. G.C. TO PROVIDE BLOCKING IN \ SHEET TITLE 3 5/8" 20 GA. MTL. WALL BRACKET _ "MANIFESTO" FITTING ROOM DRAPERY GARMENT BAR CEILING PER I I I STUD � 16" O.G. � u GRAPHIC w/ 11/4" DRAPERY ROD DETAIL 3/AI.3 _ _ .- 5/8" GYP. BD. MOBILE FLOATING MOUNTING RAIL IW O = !A= PAINT WALL PT -01 28"x12" STYLMARK CONSTRUCTION CARRIAGE GARMENT BAR q PRIOR TO INSTALLING a GRAPNIG MIRROR KIT cO a 0620083 FITTING ROOM ' 10 1/2" 3'-6" 10 I/2" Al2 DETAILS 2 -0 FITTING ROOM BENCH AI3 � DRAPERY w/ 1 1/4" NOTE: FITTING ROOM GARMENT BAR ASSEMBLY PROVIDED ATTACHED TO WALL B DRAPERY ROD Q BY OWNER INSTALL BY G.G. BLOCKING PROVIDED BY G.G. MTD 9 V-0" AFF � PAINT WALL PT -02-,A ELEVATION 4 ELEVATION 3 Al 3 SHEET NO. . 5 TOILET ROOM GRAB BAR DETAILS SCALE: 1 1/2"=11_0" 3 GARMENT BAR SCALE: 1 1/2"=,'_0" 2 FITTING ROOM ELEVATIONS SCALE: 1/4"=1'-0" 1 FITTING ROOM PLAN SCALE: 1/2"=1'-0" CH TYRONE PROTOTYPE STOREFRONT CEILING PLAN 21-011 40 EASE LINE PT -01 GL -2 9 10'-ra" AFF MT -03 CL -2 ® 9'-0" AFF. I LINE OF SOFFIT ABOVE LINE OF PLATFOF 12'-0" FF -01 SCALE: 3/8" = 1'-0" z DATE: 12-13-12 SCALE: >tu c[ d SALES AREA: 3,584 SQ. FT. FF -02:::: :.: :.: FF -01 STAFF PT -01 GL -2 a 9'-0" A.F.F. l --- 1 A2.1 N N ' ACCESS PANEL I SPH0RTS ::: ::: ::: ::. . ::::::::: . . . . . 8 :EQ.. 4'_01.' •4'- EQ. I I THIN BRICK ON THINSET MORTAR OVER I::•. A2.1 - - / T 58GMN O 6 N X 2OGA METAL E L ....................................................... d .: .- r :.:.:.:.:.:.:.:.:.:.:.. :::.:.:.: :...:.:..:•:.. STU S 16 O.G. D CL -1 ® 13'-0" AFF. - _ .. w U1F - 02 �.� z EXISTING DEMISING WALL TO I _r MAI REN. cq ASE LE LINE (0) I QF_ . . .. — I d I d BANNER TRACK (SEE d d C7 ...- -"'r- DETAIL I1/A2.1) 00 I I I ;Cd REMOVED SOFFIT I I Q a.. - o ____0' AND LIGHTING 2'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" — de T.. %.. � . .. I _ LINE �(SEE LINE OF NAT DISPLAY (ABOVEDETAIL 1/A22 FOR DETAILS) TRACK LIGHTING ' • AND TRACK HEADS EQ -J STOREFRONT CEILING PLAN 21-011 40 EASE LINE PT -01 GL -2 9 10'-ra" AFF MT -03 CL -2 ® 9'-0" AFF. I LINE OF SOFFIT ABOVE LINE OF PLATFOF 12'-0" FF -01 SCALE: 3/8" = 1'-0" z DATE: 12-13-12 SCALE: >tu c[ d SALES AREA: 3,584 SQ. FT. FF -02:::: :.: :.: FF -01 STAFF Eta FU RED OUT PARTITION --- 1 A2.1 ' SPH0RTS ::: ::: ::: ::. . ::::::::: . . . . . 8 .::FX -11 WALL� FIXTURE : I I THIN BRICK ON THINSET MORTAR OVER I::•. A2.1 - - / T 58GMN O 6 N X 2OGA METAL E L ....................................................... .: .- r :.:.:.:.:.:.:.:.:.:.:.. :::.:.:.: :...:.:..:•:.. STU S 16 O.G. D I�aNeo�:soFir aeovE:I:I:I::::: - I I U1F - 02 EXISTING DEMISING WALL TO I _r MAI REN. cq ASE LE LINE I -T -- — I I I 00 I I I EXISTING NEUTRAL PIER TO BE PROTECTED DURING LCONSTRUCTION ------- - J G GTION ------ -- ut-0 EXISTING STEEL �, 1, (M7-03) BRAKE - BLACK 3/4" METAL CHANNEL REVEAL RECOMMENDED PRODUCTS TINTED TO STRUCTURAL METAL CLADDING ON I / BRAKE METAL CLADDING ON 5/8 GWB ON 6 METAL STUDS 5/8" GWB ON 6" MATCH WALLGOvERING. WALLCOVERING � COLUMN TO REMAIN % ,�i I 42.1 LEASE LINE MT -03 A METAL STUDS PROVIDED AND INSTALLED BY OTHERS. I - LINE OF SIGNAGE (ABOVE) SEE GRAPHIC DESIGN INTENT I (WF -03) THIN BRICK _ 11 5 8 i I -4 12 -0 DOCUMENTATION FOR DETAILS. FOUR SIDES (5EE DETAIL I/A2.2 FOR3/411 DETAILS) EXISTING DEMISING WALL TO REMAIN I 41.2 i �m EXISTING NEUTRAL PIER TO BE1 - - - - - , LEASE LINE PROTECTED DURING CONSTRUCTION � � / 6'-0" HAT \ CABLE :9 DISPLAY `-- ----- - - - - -- --- ---- - ----- --- ---- ---- i SYSTEM -- —� - - LEASE LINE BLACK 3/4" METAL CHANNEL REVEAL BRAKE METAL CLADDING ON 5/8" GWB 2 LEASE LINE 1 EXISTING MALL SOFFIT ABOVE ON 6" METAL STUDS MT -03 A2.1 �-o STOREFRONT/ SIGNAGE NOTES: I. SIGNAGE MANUFACTURER TO SUPPLY AND INSTALL INTERNALLY ILLUMINATED CABINET SIGN W/ PUSH THRU LETTER. REFER TO SIGN VENDOR SHOP DRAWINGS FOR DETAILS. 2. SIGNAGE MANUFACTURER t0 SUPPLY REVERSE IMAGE VINYL GRAPHI TO INSIDE OF STOREFRONT GLAZING - INSTALL WHERE INDICATED ON PLANS - SEE SIGN MFG DRAWINGS FOR DETAILS. 3. SUPPLY AND INSTALL BREAK METAL WHERE INDICATED ON PLANS. ALL BREAK METAL TO BE 16 GA. MIN. FINISH TO BE (MT -03). NO EXP05ED FASTENERS ARE ALLOWED, SEAL BOTTOM EDGES W/ CLEAR SILICONE. TOP EDGES TO BE INSTALLED W/ TIGHT EDGE TO CEILING. NO CUT EDGES. SUBMIT SHOP DRAWINGS AND METAL SAMPLES t0 TENANT PROJECT MANAGER FOR APPROVAL PRIOR t0 FABRICATION. ALL BREAK METAL HORIZONTALS AND VERTICALS ARE TO BE SEAMLESS TO 12'. IF 12' GOODS ARE NOT AVAILABLE, GC 15 TO CONTACT FOOT LOCKER CONSTRUCTION PROJECT MANAGER PRIOR T PROJECT START. 4. SUPPLY AND INSTALL 3/4" X 3/4" MIN. 16 GA. METAL REVEAL STAINLESS STEEL FINISH WHERE INDICATED ON PLANS WITH NO VISIBL FASTENERS (SET IN MASTIC) 5. SUPPLY AND INSTALL GLAZING CLIPS "510512 BY STYLMARK INC. BRUSHED ALUMINUM FINISH. FOR USE WITH GLAZING II' -0" OR HIGHER OR A5 REQUIRED PER LOCAL CODES. 6. OMITTED 7. SUPPLY AND INSTALL TOP AND BOTTOM OR APPROVED EQUAL GLAZING FRAMING SYSTEM INCLUDING BASE AND HEADER INSTALL PER MFG. INSTRUCTIONS. FINISH TO MATCH (MT -03) MODEL NUMBERS TO BE DETERMINED. SUPPLY AND INSTALL NON-COMBUSTIBLE BLOCKING AS REQUIRED. 8. REFER TO FINISH SCHEDULE SHEET A3.0 FOR COMPLETE STOREFRONT FINISHES. STOREFRONT PLAN BLACK 3/4" METAL CHANNEL REVEAL 13'-0" A.F.F. BTM. OF MALL BULKHEAD W-31/4" AFF. TOP OF BRAKE MTL. BAND I WF -03 THIN BRICK PANELS TENANT SOFFIT V-6" AFF. f TOP OF GLASS BTM OF ENTRY SOFFIT MT -03 WHITE METAL CLAD TENANT SOFFIT EXISTING NEUTRAL PIER TO BE PROTECTED DURING CONSTRUCTION LEASE LINE REVERSE IMAGE VINYL GRAPHIC (REFER TO DETAIL 4/A2.2) MT -03 WHITE METAL CLAD TENANT PIER MT -04 WHITE METAL CLAD TENANT GLAZING BASE 1� STOREFRONT ELEVATION 1'-1 1/4" 11A II MEN 1 I I I� I I I I I 31'-0 3/4" (1) EQUAL PANES OF 1/2" GALSS W/ 1/8" MAX GAPS 53'-10 1/8" 54' -II 1/2" LEASE LINE TO LEASE LINE 1'-2" I I ELEV SEAM 31'-0 3/4" (1) EQUAL PANES OF 1/2" GLASS W/ 1/8" MAX GAPS SEAM 54' -II 1/2" LEASE LINE TO LEASE LINE J -- SEAM ELEVATION ON ANGLE T - � p D e SEAM= SPORTS SEAM W \ SEAM \ �Z WHITE METAL - \ \ WHITE METAL CLAD O GRILLE;�ENING CLAD STOREFRONT 6' l STOREFRONT TENANT PIER TENANT PIER �;. CENTERLINE OF GRILLE OPENING \, AND SIGNAGE MALL BULKHEAD ABOVE (DO NOT DISTURB) WHITE METAL GLAD TENANT SIGN BAND MT -03 SURFACE MOUNTED INTERNALLY ILLUMINATED SINGLE FACED STOREFRONT SIGN. SEE SIGN MFG. DRAWINGS FOR DETAILS REFER TO DETAIL I/A22 LEASE LINE BLACK 3/4" METAL CHANNEL REVEAL EXISTING NEUTRAL PIER TO BE PROTECTED DURING CONSTRUCTION SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL prohibition On Re—use and Copyright Notice: The information and specilic)Lions contained within these drawings was prepared for use with the :cope of w,)rk at the specific location indiculed. Use of this information for other project; rtl oU1er locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the author(s) Display, reproduction or use for any but the specifically agreed upon purposes without the written authori/ulion from the signing architect and engineer of record authoring these documents is strictly prohibited by the. law. these drnwingre and ,specifications are subject wilhoul limitation to copyright protection a� an architectural work; under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE I OWNER COMMENTS 2-20-13 z DATE: 12-13-12 SCALE: >tu c[ d SALES AREA: 3,584 SQ. FT. LU FL -086 I I ELEV SEAM 31'-0 3/4" (1) EQUAL PANES OF 1/2" GLASS W/ 1/8" MAX GAPS SEAM 54' -II 1/2" LEASE LINE TO LEASE LINE J -- SEAM ELEVATION ON ANGLE T - � p D e SEAM= SPORTS SEAM W \ SEAM \ �Z WHITE METAL - \ \ WHITE METAL CLAD O GRILLE;�ENING CLAD STOREFRONT 6' l STOREFRONT TENANT PIER TENANT PIER �;. CENTERLINE OF GRILLE OPENING \, AND SIGNAGE MALL BULKHEAD ABOVE (DO NOT DISTURB) WHITE METAL GLAD TENANT SIGN BAND MT -03 SURFACE MOUNTED INTERNALLY ILLUMINATED SINGLE FACED STOREFRONT SIGN. SEE SIGN MFG. DRAWINGS FOR DETAILS REFER TO DETAIL I/A22 LEASE LINE BLACK 3/4" METAL CHANNEL REVEAL EXISTING NEUTRAL PIER TO BE PROTECTED DURING CONSTRUCTION SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL prohibition On Re—use and Copyright Notice: The information and specilic)Lions contained within these drawings was prepared for use with the :cope of w,)rk at the specific location indiculed. Use of this information for other project; rtl oU1er locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the author(s) Display, reproduction or use for any but the specifically agreed upon purposes without the written authori/ulion from the signing architect and engineer of record authoring these documents is strictly prohibited by the. law. these drnwingre and ,specifications are subject wilhoul limitation to copyright protection a� an architectural work; under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE I OWNER COMMENTS 2-20-13 PROJECT TITLE SEMINOLE TOWNE CENTEI 00 TOWNE CENTER CIRCL SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE STOREFRONT PLANS & ELEVATION SHEET NO. A2mO CH TYRONE PROTOTYPE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF PROJECT TITLE SEMINOLE TOWNE CENTEI 00 TOWNE CENTER CIRCL SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE STOREFRONT PLANS & ELEVATION SHEET NO. A2mO CH TYRONE PROTOTYPE I ' SPH0RTS PROJECT TITLE SEMINOLE TOWNE CENTEI 00 TOWNE CENTER CIRCL SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE STOREFRONT PLANS & ELEVATION SHEET NO. A2mO CH TYRONE PROTOTYPE EXISTING DEMISING WALL TO REMAIN — EASE LINE — J �I FRT WOOD BLOCKING SEE CONSTRUCTION PLAN FOR WALL TYPE EDGE OF PLATFORM AND SOFFIT ABOVE 6"40GA. METAL STUD FRAMING s 16" O.C. 5/8" GWB BOARD PAINTED PT -01 EDGE OF 1 PLATFORM AND SOFFIT ABOVE 6"x20GA. METAL STUD FRAMING s 16" O.C. ROLLING GRILL SUPPORT POST AND GUIDE MT -m3 BREAK METAL CLADDING OVER 5/8" FRP PLYWOOD TUCK SEAM BEHIND GLASS - SEE DETAIL i/A2_I 1/8" GAP LINE OF SOFFIT A O F LINE OF SOFFIT ABOVE �-r LINE OF SOFFIT ABOVE 1'-4"21 MT -03 BREAK METAL CLADDING OVER 5/8" FRP PLYWOOD B VE A2.2 1/2 CLEAR TEMPERED GLASS 6 i 6" x 20GA. METAL STUD FRAMING is Ill O.G. I 8 OPP/SIM. A2 2 (NO BRICK) . t 6" x 20GA. METAL STUD FRAMING a 16x, REMOVED SOFFIT 3-5/8" DIAGONAL BRACING AT 48" O.G. 5/8" GYP. BD. TYPE 'X' W/ - 3 5/8" 20 GA. METAL STUDS TO 6" ABOVE CEILING. PAINT PT -,al OL 13'-0" AFF. LAY -IN CEILING RECESSED LIGHTING 04" AFF. "-F GWB CEILING/ SOFFIT 5/8" GYP. BD. TYPE 'X' W/ 3 5/8" 20 GA. METAL STUDS TO DECK PAINT PT -;al BANNER TRACK SYSTEM EXISTING STRUCTURAL COLUMN FINISH - U1F -,a3 TEN,4NT 5,4LE5 ,4iRE,4 PORCELAIN TILE (FF -03) ON THIN BET — OVER 3/4" PLYWOOD SUB FLOOR F.R.T. BLOCKING AT 16" O.C., TYP. 3 5/8" x 18 GAUGE METAL FLOOR JOISTS AT 16" O.G. W1 DOUBLE JOIST BAND PERIMETER PORCELAIN TILE (FF -03) BASE I I ' SECURE FRAMING TO UNDERSIDE /i OF STRUCTURE ABOVE PER I I DETAILS ON SHEET Al.l I I + _1- I + \\I 13 5/8" x 20 GA. FRAMING g 16" O.G. TYPICAL - DO NOT SUPPORT FROM I MALL BULKHEAD - BRACE AS / ` j' REQ'D. / I \I I I EXISTING MALL BULKHEAD I I \ I I 13'-0" A.F.F. 1 + + I --- - ' BTM. OF MALL BULKHEAD I \' + 3/4" BLACK METAL CHANNEL REVEAL I I THIN BRICK OVER 5/8" GEMENT 21/2" BOARD 1 1 `, ` ,\ W-31/4" AFF. I I TOP OF BREAK METAL BAND + I I ) '- + BREAK MTL. CLADDING OVER 5/8" + I I +�' FRT PLYWOOD '001y y MT -m3 5 AFF. G.W.B. SOFF I T 2x FRT WOOD BLOCKING / NAILER A2.1 6" x 20GA METAL FRAMING AT BREAK CLADDING OVER 5/8" 16" O.C. I FRT PLYWOOD MT -(d3 - 5/8" GYP. BD. SOFFIT - PAINT WRAP CLADDING OVER BLOCKING AND RETURN I GLAZING CHANNEL TRACK LIGHT MOUNTED TO BACK OF SOFF I T F.R.T. WOOD BLOCKING AS _ I REQUIRED TO BE INSTALLED BY G.G. ABOVE GLAZING HEAD TYPICAL M14LL l --__ LEASE LINE I NEW 1/2" CLEAR TEMPERED GLASS - - I" GLAZING CHANNEL _ s - - A2.1 WRAP BASE OVER BLOCKING - - AND RETURN I — — — — — — — — — — — — — BRAKE -METAL BASE .. ----- - MT -04 -- 0'-0" AFF. 00 MALL TILE PROVIDED AND TENANT FINISH INSTALLED BY G.C. BETWEEN LEASE LINE AND CLOSURE LINE 2 )1 SECTION AT GLAZING SCALE: 3/4" = V-0" SEE CONSTRUCTION PLAN FOR WALL TYPE LINE OF SOFFIT ABOVE FX -II FIXTURE e IN -WALL BLOCKING AS REQUIRED BY G.G. FOR (FX -11) FIXTURE WF - 02 THIN BRICK VENEER OVER 5/8" CEMENT BOARD. ROLLING GRILLE SUPPORT POST AND GUIDE CENTERLINE OF STOREFRONT GRILLE WF - 02 = THIN BRICK VENEER G.G. TO EXTEND G.W.B. 4 FINISH 6" INTO GRILLE OPENING 4 FINISH FLAT BLACK BREAK METAL CLADDING TO EXTEND 6" INTO GRILLE OPENING O MT -03 3" 3" 2 - 4" X 18" GA. METAL JOISTS 6 W/ 3 5/8" X 20 GA. TRACKS EXISTING DEMISE AT TOP AND BOTTOM WALL 4 DETAIL AT ROLLING GRILLE SCALE: 3"=,'-o" 5 GLAZING HEAD 5/8" G.W.15' SOFFIT PAIr PT -01 FRT WOOD BLOCKING REQUIRED 1/2" CLEAR TEMPERED LEASELINE S PORCELAIN TILE (FF -03) A2.2 ON THIN BET OVER 3/4" PLYWOOD SUB FLOOR I EASE EDGE OF (FF -03) AT l LIP OF PLATFORM 1114" 2" 1/2" CLEAR TEMPERED GLASS 1" 4'-0" 1 3/4" =1� I OVER 5/8" GEMENT 3 5/8" x 16 GAUGE METAL N FLOOR JOISTS At 16" O.G. BOARD. u u Ill 1111 W/ DOUBLE JOIST BAND TUCK BREAK METAL PERIMETER BETWEEN BRICK AND PLYWOOD PORCELAIN TILE (FF -03) I BASE SEE FINISH PLAN FOR CIT L FLOORING CALLOUTS I - �L — STOREFRONT SIGN EXISTING NEUTRAL ABOVE X PIER -_j TENANT SOFFIT i J 3/4" BLACK METAL ABOVE REVEAL LEASELINE BREAK METAL 3 GLAZING BASE DETAIL REVISED DETAIL CLADDING OVER 5/8 STOREFRONT GRILLE OPENING (05/81, 6 5/8" FRP PLYWOOD 3/4"3MT -m3 7 STOREFRONT ENTRY DETAIL SCALE: 1 1/2"=1'-0" D + + 5/8" GYP. BD. TYPE 'X' W/ - 3 5/8" 20 GA. METAL STUDS TO 6" ABOVE CEILING. PAINTOL 13'-0" A.F.F. LAY -IN CEILING 3-5/8" DIAGONAL BRACING AT 48" O.C. SELF-SUPPORTING OVERHEAD ROLLING GRILLE HOUSING MANUAL OPERATION RECESSED LIGHTING +\ 4 3 5/8" x 20 GA. FRAMING 9 16" O.G. TYPICAL - DO NOT SUPPORT FROM MALL BULKHEAD - BRACE AS REQ'D. ' I I 5/8" GYP. BD. SOFFIT - PAINT PT -ml TEN,4NT 5,4LE5 4RE,4 -1- 1 � SECTION AT ENTRANCE � D MT -(d3 OVER 5/8" FRP PLYWOOD 3 5/8" x 18 GA. METAL FRAMING 2x FRT WOOD BLOCKING FRT WOOD BLOCKING AS REQUIRED WRAP METAL PANEL OVER BLOCKING AND RETURN 1" x 2" METAL GLAZING CHANNEL WITH CLEAR SILICONE GLAZING COMPOUND LEASE LINE SCALE: 6"=1'-0" LEASE LINE 1" x 1" METAL GLAZING CHANNEL WITH CLEAR SILICONE GLAZING COMPOUND WRAP METAL CLADDING OVER BLOCKING AND RETURN FRT WOOD BLOCKING A$ REQUIRED 3-5/8" x 18 GAUGE METAL FLOOR JOISTS At 16" O.G. W/ DOUBLE JOIST BAND PERIMETER - (MT -04) - SEE FINISH PLAN FOR FLOORING CALLOUTS SCALE: 6"=V-0" '-0" SECURE FRAMING TO UNDERSIDE OF STRUCTURE ABOVE PER DETAILS ON SHEET Al.l —EXISTING MALL BULKHEAD A.F.F. BTM. OF MALL BULKHEAD � 3/4 BLACK METAL CHANNEL I REVEAL I I I BREAK MTL. CLADDING OVER 5/8" FRT PLYWOOD I" f T - m 3 I I Imo—STOREFRONT SIGN - SEE SIGN MFG DRAWINGS FOR DETAILS I I G.W.B. SOFF I T BREAK MTL. GLAD INC OVER 5/8" FRT PLYWOOD MT -m3 RECESSED LIGHTING REFER TO A4.0 FOR LOCATIONS THIN BRICK OVER 5/8" CEMENT BOARD UJF-,a3 F WHITE METAL CLAD TENANT PIER BEYOND DT Mj4LL t I TENANT'S FRAMING AND FINISH MUST BE -- -- - INDEPENDENT OF THE LANDLORD'S BULKHEAD AND FINISH± IT MUST BE ATTACHED TO THE STRUCTURE ABOVE AND BE BRACED INDEPENDENT OF THE MALL BULKHEAD AND FINISH. MALL TILE PROVIDED TENANT FINISH AND IN TALLED BY G.C. BETWEEN LEASE LINE AND CLOSURE LINE 0'-0" AFF. EXISTINCz MALL TILE SCALE: 3/4" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained wilhin these drawings was prepared for use with the scope of work at the �;pecilic location indicated. Llse of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. Ihese drawings and specifications, and the information contained within, are and shall remain the property ,rf the outhor(s). Display, reproduction or use for any but the specifically ayreed upon purposes without the. written authorisation born the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and t.pecificalicm: are subject without limitation to copyright protection as on orchitpchual work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE I OWNER COMMENTS 2-20-13 DATE: 12-13-121 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF ti A SPORTS a„aa, r l PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE STOREFRONT D ETA I LS SHEET NO. Al2ml CH TYRONE PROTOTYPE I/8 GAP i A2.2 TENANT SOFFIT ABOVE LINE OF SOFFIT ABOVE 1/2" CLEAR PT -ml EXISTING NEUTRAL PIER TO BE PROTECTED DURING CONSTRUCTION , `� TEMPERED GLASS ., MT -04 MT -04 � I BLACK 3/4 METALSTAINLESS STEEL 5TAINLE66 STEEL i CHANNEL REVEALBRAKE-METAL BASE BRAKE -METAL BASE OVER 5/8" STOREFRONT SIGN LEASE LINE OVER 5/8" F.R.T PLYWD. F.R.T PLYWD. ABOVE _/ 6" 83/81, STOREFRONT GLAZING STOREFRONT GLAZING 1'-4" STOREFRONT GRILLE OPENING Ir 3/4" Ir Ir 9 NEUTRAL PIER SCALE: 1 1/2"=1'-0" 8 STOREFRONT ENTRY DETAIL SCALE: 1 1/2"=1'-0" REMOVED SOFFIT 3-5/8" DIAGONAL BRACING AT 48" O.G. 5/8" GYP. BD. TYPE 'X' W/ - 3 5/8" 20 GA. METAL STUDS TO 6" ABOVE CEILING. PAINT PT -,al OL 13'-0" AFF. LAY -IN CEILING RECESSED LIGHTING 04" AFF. "-F GWB CEILING/ SOFFIT 5/8" GYP. BD. TYPE 'X' W/ 3 5/8" 20 GA. METAL STUDS TO DECK PAINT PT -;al BANNER TRACK SYSTEM EXISTING STRUCTURAL COLUMN FINISH - U1F -,a3 TEN,4NT 5,4LE5 ,4iRE,4 PORCELAIN TILE (FF -03) ON THIN BET — OVER 3/4" PLYWOOD SUB FLOOR F.R.T. BLOCKING AT 16" O.C., TYP. 3 5/8" x 18 GAUGE METAL FLOOR JOISTS AT 16" O.G. W1 DOUBLE JOIST BAND PERIMETER PORCELAIN TILE (FF -03) BASE I I ' SECURE FRAMING TO UNDERSIDE /i OF STRUCTURE ABOVE PER I I DETAILS ON SHEET Al.l I I + _1- I + \\I 13 5/8" x 20 GA. FRAMING g 16" O.G. TYPICAL - DO NOT SUPPORT FROM I MALL BULKHEAD - BRACE AS / ` j' REQ'D. / I \I I I EXISTING MALL BULKHEAD I I \ I I 13'-0" A.F.F. 1 + + I --- - ' BTM. OF MALL BULKHEAD I \' + 3/4" BLACK METAL CHANNEL REVEAL I I THIN BRICK OVER 5/8" GEMENT 21/2" BOARD 1 1 `, ` ,\ W-31/4" AFF. I I TOP OF BREAK METAL BAND + I I ) '- + BREAK MTL. CLADDING OVER 5/8" + I I +�' FRT PLYWOOD '001y y MT -m3 5 AFF. G.W.B. SOFF I T 2x FRT WOOD BLOCKING / NAILER A2.1 6" x 20GA METAL FRAMING AT BREAK CLADDING OVER 5/8" 16" O.C. I FRT PLYWOOD MT -(d3 - 5/8" GYP. BD. SOFFIT - PAINT WRAP CLADDING OVER BLOCKING AND RETURN I GLAZING CHANNEL TRACK LIGHT MOUNTED TO BACK OF SOFF I T F.R.T. WOOD BLOCKING AS _ I REQUIRED TO BE INSTALLED BY G.G. ABOVE GLAZING HEAD TYPICAL M14LL l --__ LEASE LINE I NEW 1/2" CLEAR TEMPERED GLASS - - I" GLAZING CHANNEL _ s - - A2.1 WRAP BASE OVER BLOCKING - - AND RETURN I — — — — — — — — — — — — — BRAKE -METAL BASE .. ----- - MT -04 -- 0'-0" AFF. 00 MALL TILE PROVIDED AND TENANT FINISH INSTALLED BY G.C. BETWEEN LEASE LINE AND CLOSURE LINE 2 )1 SECTION AT GLAZING SCALE: 3/4" = V-0" SEE CONSTRUCTION PLAN FOR WALL TYPE LINE OF SOFFIT ABOVE FX -II FIXTURE e IN -WALL BLOCKING AS REQUIRED BY G.G. FOR (FX -11) FIXTURE WF - 02 THIN BRICK VENEER OVER 5/8" CEMENT BOARD. ROLLING GRILLE SUPPORT POST AND GUIDE CENTERLINE OF STOREFRONT GRILLE WF - 02 = THIN BRICK VENEER G.G. TO EXTEND G.W.B. 4 FINISH 6" INTO GRILLE OPENING 4 FINISH FLAT BLACK BREAK METAL CLADDING TO EXTEND 6" INTO GRILLE OPENING O MT -03 3" 3" 2 - 4" X 18" GA. METAL JOISTS 6 W/ 3 5/8" X 20 GA. TRACKS EXISTING DEMISE AT TOP AND BOTTOM WALL 4 DETAIL AT ROLLING GRILLE SCALE: 3"=,'-o" 5 GLAZING HEAD 5/8" G.W.15' SOFFIT PAIr PT -01 FRT WOOD BLOCKING REQUIRED 1/2" CLEAR TEMPERED LEASELINE S PORCELAIN TILE (FF -03) A2.2 ON THIN BET OVER 3/4" PLYWOOD SUB FLOOR I EASE EDGE OF (FF -03) AT l LIP OF PLATFORM 1114" 2" 1/2" CLEAR TEMPERED GLASS 1" 4'-0" 1 3/4" =1� I OVER 5/8" GEMENT 3 5/8" x 16 GAUGE METAL N FLOOR JOISTS At 16" O.G. BOARD. u u Ill 1111 W/ DOUBLE JOIST BAND TUCK BREAK METAL PERIMETER BETWEEN BRICK AND PLYWOOD PORCELAIN TILE (FF -03) I BASE SEE FINISH PLAN FOR CIT L FLOORING CALLOUTS I - �L — STOREFRONT SIGN EXISTING NEUTRAL ABOVE X PIER -_j TENANT SOFFIT i J 3/4" BLACK METAL ABOVE REVEAL LEASELINE BREAK METAL 3 GLAZING BASE DETAIL REVISED DETAIL CLADDING OVER 5/8 STOREFRONT GRILLE OPENING (05/81, 6 5/8" FRP PLYWOOD 3/4"3MT -m3 7 STOREFRONT ENTRY DETAIL SCALE: 1 1/2"=1'-0" D + + 5/8" GYP. BD. TYPE 'X' W/ - 3 5/8" 20 GA. METAL STUDS TO 6" ABOVE CEILING. PAINTOL 13'-0" A.F.F. LAY -IN CEILING 3-5/8" DIAGONAL BRACING AT 48" O.C. SELF-SUPPORTING OVERHEAD ROLLING GRILLE HOUSING MANUAL OPERATION RECESSED LIGHTING +\ 4 3 5/8" x 20 GA. FRAMING 9 16" O.G. TYPICAL - DO NOT SUPPORT FROM MALL BULKHEAD - BRACE AS REQ'D. ' I I 5/8" GYP. BD. SOFFIT - PAINT PT -ml TEN,4NT 5,4LE5 4RE,4 -1- 1 � SECTION AT ENTRANCE � D MT -(d3 OVER 5/8" FRP PLYWOOD 3 5/8" x 18 GA. METAL FRAMING 2x FRT WOOD BLOCKING FRT WOOD BLOCKING AS REQUIRED WRAP METAL PANEL OVER BLOCKING AND RETURN 1" x 2" METAL GLAZING CHANNEL WITH CLEAR SILICONE GLAZING COMPOUND LEASE LINE SCALE: 6"=1'-0" LEASE LINE 1" x 1" METAL GLAZING CHANNEL WITH CLEAR SILICONE GLAZING COMPOUND WRAP METAL CLADDING OVER BLOCKING AND RETURN FRT WOOD BLOCKING A$ REQUIRED 3-5/8" x 18 GAUGE METAL FLOOR JOISTS At 16" O.G. W/ DOUBLE JOIST BAND PERIMETER - (MT -04) - SEE FINISH PLAN FOR FLOORING CALLOUTS SCALE: 6"=V-0" '-0" SECURE FRAMING TO UNDERSIDE OF STRUCTURE ABOVE PER DETAILS ON SHEET Al.l —EXISTING MALL BULKHEAD A.F.F. BTM. OF MALL BULKHEAD � 3/4 BLACK METAL CHANNEL I REVEAL I I I BREAK MTL. CLADDING OVER 5/8" FRT PLYWOOD I" f T - m 3 I I Imo—STOREFRONT SIGN - SEE SIGN MFG DRAWINGS FOR DETAILS I I G.W.B. SOFF I T BREAK MTL. GLAD INC OVER 5/8" FRT PLYWOOD MT -m3 RECESSED LIGHTING REFER TO A4.0 FOR LOCATIONS THIN BRICK OVER 5/8" CEMENT BOARD UJF-,a3 F WHITE METAL CLAD TENANT PIER BEYOND DT Mj4LL t I TENANT'S FRAMING AND FINISH MUST BE -- -- - INDEPENDENT OF THE LANDLORD'S BULKHEAD AND FINISH± IT MUST BE ATTACHED TO THE STRUCTURE ABOVE AND BE BRACED INDEPENDENT OF THE MALL BULKHEAD AND FINISH. MALL TILE PROVIDED TENANT FINISH AND IN TALLED BY G.C. BETWEEN LEASE LINE AND CLOSURE LINE 0'-0" AFF. EXISTINCz MALL TILE SCALE: 3/4" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Re—use and Copyright Notice: The information and specifications contained wilhin these drawings was prepared for use with the scope of work at the �;pecilic location indicated. Llse of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. Ihese drawings and specifications, and the information contained within, are and shall remain the property ,rf the outhor(s). Display, reproduction or use for any but the specifically ayreed upon purposes without the. written authorisation born the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and t.pecificalicm: are subject without limitation to copyright protection as on orchitpchual work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE I OWNER COMMENTS 2-20-13 DATE: 12-13-121 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF ti A SPORTS a„aa, r l PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE STOREFRONT D ETA I LS SHEET NO. Al2ml CH TYRONE PROTOTYPE BASE PLATE - SIZE DETERMINED BY TENANT GRILLE CONTRACTOR PER JAMB CONDITIONS. :1 METAL FRAMING. FoOT LOCKER INC. PLYWOOD W/ STOREFRONT FINISH ROLLING GRILLE GUIDE TO EXTEND 1/8" PAST FINISHED FACE OF COLUMN - VERIFY EXACT LOCATION IN FIELD STORE PLANNING DEPT 112 WEST 34TH STREET t 5ELE SUPPORTING ROLLING NEW YORK, NY 10120 STEEL POST (PER GRILLE CONTRACTOR) WELDED TO BASE PLACE AND ANGLE IRONS TO MALL 1 PROJECT COORDINATOR: STRUCTURE FOR LATERAL SUPPORT I/8" ONLY COWAN + ASSOCIATES REFER t0 STOREFRONT NOTES 438 E. WILSON BRIDGE RD. ON SHEET A22. FOR SUITE 100 ADDITIONAL INFORMATION. I NEW DETAIL WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY 8 PLAN DETAIL AT GRILLE (METAL) CALE: 3"=1'-0" EL POST (PER THIN BRICK VENEER OVER MANUFACTURERS SHOP ARCHITECT: FRT PLYWOOD 5/8" CEMENT BD. DRAWINGS WELDED TO BASE WILLIAM PHILIP WHITE SUBSTRATE PLACE AND ANGLE IRONS TO 2" X 2" X 1/8" METAL ANGLE MALL STRUCTURE FOR 438 E. WILSON BRIDGE RD. BRAKE METAL AT GRILLE GUIDE OPENING LATERAL SUPPORT ONLY (SEE 3/A22) SUITE 100 WORTHINGTON, OH 43085 MANUFACTURER'S TYPICAL PHONE: (614) 436-0100 ROLLING GRILLE GUIDE BASE PLATE - SIZE CONTACT: BRUCE MOODY END EDGES BACK -VERIFY EXACT LOCATION IN DETERMINED INTO VERTICAL FIELD BY TENANT GRILLE NOTCH IN PLYWOOD, CONTRACTOR NO CUT SEAMS - — PER JAMB CONDITIONS. CENTER ON GLAZING ENGINEER: i SELF-SUPPORTING JAMES A. KNOCHEL P.E. ROLLING GRILLE 438 E. WILSON BRIDGE RD. SUITE 100 REFER TO STOREFRONT WORTHINGTON, OH 43085 NOTES ON SHEET A22. FOR METAL FRAMING. PHONE: (614) 436-0100 ADDITIONAL INFORMATION. Li CONTACT: JIM KNOCHEL SEAL 6 BREAK METAL JOINT SCALE: 6"=1'-0" 7 PLAN DETAIL AT GRILLE (BRICK) SCALE: 3"=1'-0" CEILING DISPLAY TRACKS ARE PROVIDED BY DIVISION, INSTALLED BY G.C. PLACE TRACK IN POSITION AND MARK ALL MOUNTING HOLES (FOR PLASTER BOARD CEILINGS, USE TOGGLE BOLT ANCHORSt PLASTIC EXPANSION ANCHORS NOT RECCOMENDED FOR THIS INSTALLATION). STYLEMARK 510572 DRILL PILOT HOLES WITH 3/8" MASONRY BIT FOR GLASS CLIP - TVP. PLASTERBOARD/DRYWALL WHEN USING TOGGLE BOLTS GLAZING BASE AT MID -POINT PLACE BOLTS WITH WING NUTS ATTACHED THROUGH MOUNTING HOLES± TIGHTEN SECURE. DIVISION t0 SUPPLY AND INSTALL CABLE AND HOOKS FOR GRAPHICS. CEILING TRACK LENGTHS ARE TYPICALLY 4' d &'L. G.C. TO GUT IN FIELD AS REQUIRED. N GWB SOFFIT ATTACH ANCHOR TO METAL Prahibition on Heuseand Copyright Notice: FRAMING (PERFERED) the inlorrnation and spccificotions contained within these drawings was prepared 1/2" TEMPERED u TOGGLE BOLTS AT 24 O.G. MAX. (ALT.) for use with the scope of work at the specific location indicated, Use of this information for otherro gets at other locations or differing scorer of work by the SAFETY GLASS (TYPJ unless expressly authorized in writing signing architect and engineer of record aulhoring these documents is strictly prohibited by the law. These drawings and speciliculions, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written ALUMINUM RAIL authorization from the sinning architect and engineer of record authoring these ctocurnents is strictly prohibited by the law. Im" 10" TRACKS WITH SUPPLIED ANCHOR These drawings and speciticotions are subject without limitation to copyright protection as an orchiteclural work under the Architectural Works Copyright Protection Act of 1990. 4 GLAZING CLIP DTL. SCALE: 6"-1'-0" 5 BANNER TRACK DTL. SCALE: 1 1/2"-1'-0" REVISIONS NO. DESCRIPTION DATE OWNER COMMENTS 2-20-13 3" X 3" X 16 GA. ANGLE W/ (2) XO SCREWS 6 14 GA. STEEL EACH LEG PLATE 4" X 13" 14 GA. STEEL PLATE 4" X 13" 1/8 2" X 3" X 14 GA. ❑ 2" X 3" X 14 GA. ANGLE W/ W/ (2) "Im SCREWS U :�- (2) "10 SCREWS EACH EACH LEG (�� LEG TOP AND BTM TOP AND BTM.) ❑ (2) - 4" x 18 GA. METAL + + + + (2) - 4" x 18 GA. ` METAL JOIST LJ JOISTS BOTH SIDES OF GRILLE POST TS GRILLE COLUMN SUPPORT DATE: 12-13-12 TS GRILLE COLUMN SUPPORT (PER - (PER MANUFACTURERS SHOP MANUFACTURERS SCALE: AS NOTED DRAWINGS) SUPPORT BY GRILLE SHOP DRAWINGS) INSTALLER GROSS AREA: 5,503 SQ. FT. NOT USED 3 GRILLE DETAILS SCAL1N._nS1./2"=1'-0" SALES AREA: 3,584 SQ. FT. , VINYL GRAPHIC INSTALLATION NOTES PROJECT #: FL -086 INTERIOR SIGN NOTES TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL WHITE VINYL REVERSE IMAGE DRAWN BY: STAFF GRAPHIC ON TENANT SIDE OF GLASS WHERE INDICATED ON STOREFRONT ELEVATION. TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL SINGLE FACED INTERNALLY ILLUMINATED WALL MOUNTED SIGN. SIGN GONTRAGTOR TO SUBMIT (2) SETS OF SIGN DE51GN AND SHOP DRAWINGS FOR APPROVAL BY TENANT. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DE51GN AND SHOP DRAWINGS FOR APPROVAL BY TENANT. SIGN CONTRACTOR TO SUBMIT (4) RETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT. SIGN CONTRACTOR TO SUBMIT (4) 5ET5 OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT. SIGN GONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY PRIOR TO INSTALLATION, SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY' S P 0 R T S TENANT COORDINATOR AT TIME OF CHECK-IN. PRIOR TO INSTALLATION, SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE WITH MALL TENANT GOORD INATOR AT TIME OF CHECK-IN. OF 61GN PROJECT TITLE SEMINOLE TOWNE CENTER - -------- --- - - 00 TOWNE CENTER CIRCLE -- ____-- ---_ SANFORD, FL 32771 _-----------------_ - SPACE K04 0 v STORE NO. 14 508 - CfJ - ........... . SPORTS SHEET TITLE y .. .._-- -__�_, --- -- _ SIGN BY SIGN CONTRACTOR G.G. SIGN DETAILS & --------- _ TO COORDINATE INSTALLATION. S P O R T S STOREFRONT - - ____--_ -- -_ - _-- - -----_--_- - -- DETAILS --___-----------__----- SHEET NO. A2m2 2 GLAZING VINYL LOGO DETAIL Scale: 1' = 1'-0" SURFACE MOUNTED STOREFRONT SIGN ELEVATION DETAIL N.T.S. CH TYRONE PROTOTYPE TYP. 3 A3.0 FRP BEHIND MOP SINK UP TO �1 48" A.F.F. FRP BEHIND DRINKING FOUNTAIN UP TO 48" AFF. TYP. 3 A3.0 3 A3.0 TYP. I I I I 3 I A3.0 TYP. CORRIDOR W PT -01 B WB -02 F FF -Oto CT GWB CN 8'-0" A.F.F. CF PT -01 Lf ;I 4 A3.0 CONTINUE FF -02 TO 5TOCK51DE OF OPENING OFFICE W PT -01 B WB -01 F FF -06 CT GWB (EXISTING) CH 8'-0" CF PT -01 TOILET RM (TYP OF 2) W PT -01 ABOVE 4'-Q B WB -01 F EXISTING CT GWB (EXISTING) CH 8'-0" CF PT -01 RP TO 4'-0" STOCKROOM W N/A B WB -01 F FF -0(o GT 2X4 LAY -IN CN12'-9" 9'-0" A.F.F. CFTI A.G.T. ROLLING GRILLE FITTING ROOM W PT -01, PT -02 S WB -02 F FF -02 CT GWB CN 9'-0" A.F.F. CF PT -01 ROLLING GRILLE CONTINUE FF -02 TO STOCKSIDE OF OPENING 4 A3.0 PASSAGE W PT -01, WF -04 B WB -02 F FF -02 CT GWB CN Is' -0" A.F.F. CF PT -01 ........'.'.'.'.'.'.'. •.'.'TYP. . . . .. . . . ... . . . . . . . . . .. . . . . .. . . . . .. ....... . ... ..'.'.. . . L ............... �.... - .......... ............. ....................... .......A3.P?............................................. .......... LEVEL 5 FINISH AS REG2'p. . . P?�-(�1.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .. .'.. . ... . .. l{JF-02." ,43.0 TO RECEIVE GRAPHIC . . . ..".'. ".'.'. .. . .'.'.'.'. WALL. GGt1iEtINC� . . . .. . .. . . .. . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . ... . . . . . . .. . . . . .. . .. . .. . .. . . .. . . . . ...... .. ..................................................................................................... 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IUF=03............................................................... ........................ ..............(�4SIDE5)............................................................. 0" WF -03 ................... .. .... .). .....................................................I.......................... l4 ...................................................................................................................................... ..................................''''''''''''''''''''''''''''''"''''''''''''''''' '''''''''''''' '''''''''''''''''''''''''''''' .'................................. .............................H ................. ...............O...........................H TYP. 2 A3.0 0 0 N .... . . . . . . . ............ X-05 ......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'. .'..'.'.'.'.'.'.'.'.'.'. ........................................................................................................................................................ ..................................................................................................................................................... ..................................................................................................................................................... .............'.'.'.'.'.".'......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'�. ..".".".".".".".".".".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'....'.'.'.'.'.'.'..... .......... ............................ .. ........I.,........ LL ................................................................................. LL �... .............' f�31b ..... ...... ..........................TYP. .................. ........ ......................................................I.................... PASSAGE W PT -01, WF -04 B WB -02 F FF -02 CT GWB CH c3'- 0" A.F.F. GF PT -01 SALES AREA W PT -01, PT -02, B WB -02 F FF -01, FF -02, FF -03 CT LAY -IN AND G.W.B. CH 10'-0" (GWB) d GF PT -01 (GWB) 6 PT- 2 (ACT) LEASE LINE I I LEASE LINE I I 6'-1 3/4" PLATFORM FF -03 ALL LOCATIONS ON GRADE MUST HAVE MOISTURE TEST COMPLETED IN ADVANCE OF WORK (TENANT VENDOR). MALL FLOORING FROM LEASE LINE - - TO STOREFRONT LEASE LINE 24" O.C. TILE PLATFORM I FF -03 -f I LEVEL 5 FINISH AS REQ'D TO RECEIVE GRAPHIC WALL COVERING FINISH PLAN CONCRETE TOPPING 1 (FF -04) TAPERED DOWN BASEBOARD FROM MALL FLOORING TO CHAMPS FINISH SCHEDULE SEE ELEVATIONS (SHEET 44.0) TENANT CONCRETE FLOORING. 1:12 MAX SLOPE MALL FLOORING FROM LOCATION: EXTERIOR STOREFRONT -WALL LEASE LINE TO CENTER OF I. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. ROLLING GRILLE MANUF. (COORDINATE WITH MALL COMMENTS REP.) I I LEASE LINE I I 6'-1 3/4" PLATFORM FF -03 ALL LOCATIONS ON GRADE MUST HAVE MOISTURE TEST COMPLETED IN ADVANCE OF WORK (TENANT VENDOR). MALL FLOORING FROM LEASE LINE - - TO STOREFRONT LEASE LINE 24" O.C. TILE PLATFORM I FF -03 -f I LEVEL 5 FINISH AS REQ'D TO RECEIVE GRAPHIC WALL COVERING FINISH PLAN SCALE: 1/4" = V-0" NOTE: G.G. TO CREATE SMOOTH, FLUSH DOOR FOR WATER RETAINING. 1. ALL DOORS AND FRAMES TO BE PAINTED ARE TO MATCH COLOR OF WALL TO ROOM UNLE55 OTHERWISE NOTED AND DOOR FROM PA55AGE TO NON -SALES PAINT AS INDICATED ON DOOR SCHEDULE BASEBOARD FINISH NOTES CHAMPS FINISH SCHEDULE SEE ELEVATIONS (SHEET 44.0) TRANSITION BETWEEN TENANT AND MALL ALUMINUM BRAKE METAL, COLOR: TIGER DRYLAC WHITE POWDERCOAT RAL9016, NUMBER: 49/11340, FINISH: GL/SM LOCATION: EXTERIOR STOREFRONT -WALL FOR SALES AREA FINISHES I. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. GALLOUT MANUF. DESCRIPTION COMMENTS CONTACT INFORMATION FURNISHED BY INSTALLED B r-oa _- - N PA INT NEW ARDEX TRANSITION BY _-- - -- " 2. ALL DOORS AND FRAMES TO BE PAINTED ARE TO MATCH COLOUR OF WALL TO TENANT FLOOR VENDOR „ MAX SLOPE OF 1 / 1'-0 CONCRETE FLOOR GWB WALL (REFER TO ROOM UNLESS OTHERWISE NOTEDt DOOR FROM PASSAGE TO NON -SALES PAINT pT m1 SHERWIN COLOR: 5W1006, EXTRA WHITE, FINISH: EGGSHELL (WALLS), LOCATION: GYP. BD. WALLS, BRICK (WF -03), INTERIOR CONTACT: ROGER HALL FINISH KEY FF -ma ARDEX - SERIES: K 500, COLOR TO MATCH FF -02 ELEVATIONS FOR FINISHES) AS INDICATED ON DOOR SCHEDULE WILLIAMS SEMI-GLO55 (INT. STOREFRONT BASE AND NOSING), MATTE (CLG.) STOREFRONT BASE AND NOSING, CEILING SOFFITS P: 216-224-1509 TENANT G.C. TENANT G.G. ARDEX (OR EQUAL) TENANT G.C. SHERWIN COLOR: CYBERSPACE, NUMBER 50016, FINISH: MATTE (CEILING), LOCATION: SALES AREA CEILING, ROOF DECK, STRUCTURE CONTACT: ROGER HALL DYED # POLISHED METAL TRANSITION STRIP 3. ALL FINISHES TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. Pr-mz WILLIAMS EGGSHELL (WALLS), SEMI -GLOSS (WALL BASE) d MEP BRICK WALL (WF -02), WALL BASE (W5-02) P: 216-224-1509 TENANT G.C. TENANT G.G. TO MATCH FF -02 SCHLUTER SCHIENE-A 5/8" GWB OVER 1 X 4 POPLAR WOOD 5/8" GWB OVER G.G. TO GLUE VINYL WALL FINISH CONCRETE SLAB METAL STUDS BASE (PAINT PT -02) METAL STUDS BASE TO PTD. GWB. 4. ALL TRANSITIONS BETWEEN D1551_ILAR FLOOR FINISHES SHALL BE SMOOTH AND FLUSH. -®t TEXTURE NAME: WHITE BRICK HIGH DENSITY POLYMER, SIZE: 2'X 4' LOCATION: ABOVE SLATWALL < EXT. STOREFRONT CONTACT: BRIAN KAMPE TENANT TENANT G.G. EXISTING MALL PLUS INTERLOCKING PANELS, THICKNESS: 1/2" - 5/8", GROUT: WHITE P: 800-863-8468 luF-mz GLEN-GERY COLOR: STRATFORD THIN BRICK - 1/2" MODULAR, LOCATION: ENTRY WALL FLOORING. j 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE CONTACT: GABE CANTRELL TENANT G.C. TENANT G.C. FLOORING THE MEMBRANE SHOULD CONTINUE UP WALLS A MINIMUM OF 4" AND BR'CK NOTE: PANT WITH PT -02 P. 614 206-1443 u�-ms GLEN-GERY COLOR: STRATFORD THIN BRICK - 1/2" MODULAR, TENANT G.C. • " ,• MUST BE ROLL-OUT TYPE INOBLESEAL OR EQUAL). INTERIOR COLUMNS CONTACT: GABE CANTRELL TENANT G.C. D WB -01 BRICK NOTE: PAINT WITH PT -01 P: 614-206-1443 _ (o. PROVIDE A RAISED HANDICAP ACCESSIBLE THRESHOLD AT TOILET ROOM u�_m4 KYDEX SERIES 100, COLOR: 52000, TEXTURE: CASHMERE LOCATION: VESTIBULES 70 NON -SALES TENANT G.C. TENANT G.G. D o � D o CONCRETE MALL TILE W WALL FINISH DOOR FOR WATER RETAINING. 1. ALL DOORS AND FRAMES TO BE PAINTED ARE TO MATCH COLOR OF WALL TO ROOM UNLE55 OTHERWISE NOTED AND DOOR FROM PA55AGE TO NON -SALES PAINT AS INDICATED ON DOOR SCHEDULE BASEBOARD METAL FLASH PATCH S R aC) Ihr-ms CEILING TYPE ALUMINUM BRAKE METAL, COLOR: TIGER DRYLAC WHITE POWDERCOAT RAL9016, NUMBER: 49/11340, FINISH: GL/SM LOCATION: EXTERIOR STOREFRONT -WALL 1 MALL TI LE TO CON(. SCALE: 2 WOOD BASE DETAIL 31CA1E0rr 3 VINYL BASE DETAIL 31 -0 r-oa SLATWALL STAINLESS STEEL SHEET METAL, SEE DETAILS ON SHEET A2.1 LOCATION: EXTERIOR STOREFRONT - BASE 1 REv15ED DETAIL WOODGRAIN LAMINATE FINISH (REINFORCED) SLATWALL SYSTEM LOCATION: SIDE WALLS FIRE RATING: CLASS B FLOOR/BASE mt CONCRETE FLOOR COLOR: MEDIUM GRAY, FINISH: POLISHED CONCRETE STAIN LOCATION: SALES AREA (FIELD COLOR) �-m2 -ms CONCRETE R PANTHEON COLOR: DARK GRAY, FINISH: POLISHED COLOR: I C - 025_ 1 CONCRETE STAIN LOCATION: 5ALE5 AREA (ACCENT COLOR) LOCATION: WINDOW DISPLAY PLATFORM FINISH KEY FF -ma ARDEX - SERIES: K 500, COLOR TO MATCH FF -02 - LOCATION: STOREFRONT ENTRANCE TAPER AS NEEDED FROM MALL FIN15H TO CONCRETE JOHNSONITE TRANSITION STRIP VCT RRS-40-C CONCRETE DYED POLISHED SLAB CONCRETE • v p° v , v q d e aU VCT DYED/POLISHED CONC. 4 VCT TO DPC /IFFVism nFTAIt 13" = V 0" K5)I I 3" = V 0 kV) __ 13 = 1E0" ROOM NAME W WALL FINISH B BASEBOARD F FLOOR FINISH GT CEILING TYPE CH CEILING HEIGHT CF CEILING FINISH MISCELLANEOUS TENANT'S VENDOR TENANT G.C. TENANT'S VENDOR TENANT G.C. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Ra—use and Copyright Notice: the information and specilicotions contained within these drawings was prepared (or use wilh the scope at work at the specific location indicated. Use of this information for other project.-, at other locutions or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specificutions, and the inlurrnulion contained within, are and sholl remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring (hese documents is strictly prohibited by the law. these drnwingc and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE A OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF o-mv ARMSTRONG VINYL COMPOSITION TILE. IMPERIAL TEXTURE STANDARD EXCELON 51915 CHARCOAL 12"XI2"XI/8" LOCATION: NON -SALES ONLY SAMPLES FOR APPROVAL tum-mt JOHN50NITE COLOR: 40 BLACK, NUMBER: CBT (TOELESS), SIZE: 4" HEIGHT LOCATION: NON-PUBLIC AREAS LOCATION: PUBLIC AREAS PROVIDED BY G.C. 4"H WOOD BASE, PAINTED PT -02 LOCATION: TOILET ROOM F� MARLITE LIGHT GRAY - FI5ERSLA55 REINFORCED PANEL (FRP-P151) SLATWALL EQUAL QX -ml OWNERS VENDOR WOODGRAIN LAMINATE FINISH (REINFORCED) SLATWALL SYSTEM LOCATION: SIDE WALLS FIRE RATING: CLASS B x- OWNERS v�nt�nfe WHITE LAMINATE FIN15H (REINFORCED) SLATWALL SYSTEM LOCATION: REAR WALL Ffa;= Rntirlr„ r_t OSS g TENANT'S VENDOR TENANT G.C. TENANT'S VENDOR TENANT G.C. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Ra—use and Copyright Notice: the information and specilicotions contained within these drawings was prepared (or use wilh the scope at work at the specific location indicated. Use of this information for other project.-, at other locutions or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specificutions, and the inlurrnulion contained within, are and sholl remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring (hese documents is strictly prohibited by the law. these drnwingc and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE A OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF PROVIDED BY G.C. - SUBMIT SAMPLES FOR APPROVAL TENANT G.C. TENANT G.G. PROVIDED BY G.G. - SUBMIT SAMPLES FOR APPROVAL TENANT G.C. TENANT G.C. PROVIDED BY G.C. - QUESTMARK OR EQUAL TENANT G.C. TENANT G.G. PROVIDED BY G.G. - QUESTMARK OR EQUAL TENANT G.G. TENANT TENANT G.C. TENANT G.G. TENANT G.G. SPORTS TENANT G.G. CONTACT: LAURIE BAATZ TENANT G.G. TENANT G.G. G: 440-313-8238 TENANT G.C. TENANT G.C. TENANT G.C. TENANT G.C. TENANT G.G. TENANT G.C. TENANT'S VENDOR TENANT G.C. TENANT'S VENDOR TENANT G.C. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On Ra—use and Copyright Notice: the information and specilicotions contained within these drawings was prepared (or use wilh the scope at work at the specific location indicated. Use of this information for other project.-, at other locutions or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specificutions, and the inlurrnulion contained within, are and sholl remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring (hese documents is strictly prohibited by the law. these drnwingc and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE A OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE FINISH PLAN SHEET NO. A3mO CH TYRONE PROTOTYPE SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE FINISH PLAN SHEET NO. A3mO CH TYRONE PROTOTYPE C5 ) INTERIOR ELEVATION CONTINUOUS PLUGMOLD AT SUSPENDED G.W.B. SOFFIT PT-0� T.O. SLATWALL SYSTEM, SUPPORTS (TYPICAL) TYP. COLOR: WHITE gL 13'-0" A.F.F. LAY -IN CEILING �_o %PT -01 FOIL' -6" A.FF.P OF SLATWALA w PT -01 X-05 [2) INTERIOR ELEVATION NOTE: ALL LIGHT BOXES TO BE SUPPLIED w/ BLACK CORDS AND PLUGS. CONTINUOUS PLUGMOLD AT T.O. SLATWALL SYSTEM, TYP. COLOR: WHITE A.F.F. BTM. OF MALL BULKHEAD v %010'-6" A.FF. 1 B.O. DISPLAYS 9'-6" A.F.F. TOP OF GLA55 IN FRONT OF GLASS MT -03 GC TO PREP WALL AS REQUIRED TO RECEIVE DIGITAL 'VENDOR' GRAPHIC WALLCOVERING± LEVEL 5 WALL FINISH, PRIME WITH MANUFACTURE'S RECOMMENDED PRODUCTS TINTED TO MATCH WALLCOVERING. WALLCOVERING PROVIDED AND INSTALLED BY OTHERS. SEE GRAPHIC DESIGN INTENT DOCUMENTATION FOR DETAILS. PT-Ol 111/4" BRAND LOGO GRAPHIC [1) INTERIOR ELEVATION PERIMETER WALL SYSTEM WITH (2) RAILS TO BE INSTALLED PER MANUFACTURER'S DRAWINGS. G.C. TO PROVIDE CONTINUOUS 12" WIDE, 16 GA. METAL STRAPPING IN WALLS FOR RAILS, TYP. 24"x36" 22"x22"-01 LIGHT BOX LIGHT BOX __F_ I Px-o2 PT -01 PT -01 IN -WALL CONTINUOUS STRAPPING CONTINUOUS PLUGMOLD AT T.O. -74 SLATWALL SYSTEM, TYP. COLOR: PT -01 WHIT 10'4" A.F.F. ITEM E3 Q TOP OF SLATWALL Q 1 1 TRIM --- GC TO PREP WALL AS REQUIRED TO RECEIVE DIGITAL 9'-11" PERIMETER WALL SYSTEM WITH (2) RAILS TO 8'-� 1/4" 8'-�" NOTE: 5'-3" \ OPENC1 / X / \ GRAPHIC WALLCOVERINGi LEVEL 5 WALL FINISH, PRIME C3'-011 BE INSTALLED PER MANUFACTURER'S ALL LIGHT BOXES TO WITH MANUFACTURE'S RECOMMENDED PRODUCTS TINTED TO DRAWINGS. G.C. TO PROVIDE CONTINUOUS 12" - BE SUPPLIED W/ BLACK MATCH WALLCOVERING. WALLCOVERING PROVIDED AND WIDE, 16 GA. METAL STRAPPING IN WALLS - --- - CORDS AND PLUGS INSTALLED BY OTHERS. SEE GRAPHIC DESIGN INTENT FOR RAILS, TYP. CONTINUOUS PLUGMOLD AT DOCUMENTATION FOR DETAILS. CONTINUOUS PLUGMOLD AT T.D. T.O. SLATWALL SYSTEM, SLATWALL SYSTEM, TYP. COLOR= TYP. COLOR: WHITE -01 24"x36" x"01 22"x22" WHITE 24"x36° 13'-0" AFF LIGHT BOX LIGHT BOX LIGHT BOX LAY -IN CEILING _t I__ 1 _ -t- _I _ - - 10'-6" F.F.A. --- TOP OF SLATWALL \ / — Q 5'-3 3/4" - - - - - - 'MANIFESTO" -04 GI�APHIC - / \ W Cfl FX -02 PX -02 PX -02 WB -02 PT-Ol PT-Ol PT -01 WB -02 PT -01 IN -WALL CONTINUOUS STRAPPING S' -roil 34'-9 1/8" PX -01 Ir Ir PX -01 C5 ) INTERIOR ELEVATION CONTINUOUS PLUGMOLD AT SUSPENDED G.W.B. SOFFIT PT-0� T.O. SLATWALL SYSTEM, SUPPORTS (TYPICAL) TYP. COLOR: WHITE gL 13'-0" A.F.F. LAY -IN CEILING �_o %PT -01 FOIL' -6" A.FF.P OF SLATWALA w PT -01 X-05 [2) INTERIOR ELEVATION NOTE: ALL LIGHT BOXES TO BE SUPPLIED w/ BLACK CORDS AND PLUGS. CONTINUOUS PLUGMOLD AT T.O. SLATWALL SYSTEM, TYP. COLOR: WHITE A.F.F. BTM. OF MALL BULKHEAD v %010'-6" A.FF. 1 B.O. DISPLAYS 9'-6" A.F.F. TOP OF GLA55 IN FRONT OF GLASS MT -03 GC TO PREP WALL AS REQUIRED TO RECEIVE DIGITAL 'VENDOR' GRAPHIC WALLCOVERING± LEVEL 5 WALL FINISH, PRIME WITH MANUFACTURE'S RECOMMENDED PRODUCTS TINTED TO MATCH WALLCOVERING. WALLCOVERING PROVIDED AND INSTALLED BY OTHERS. SEE GRAPHIC DESIGN INTENT DOCUMENTATION FOR DETAILS. PT-Ol 111/4" BRAND LOGO GRAPHIC [1) INTERIOR ELEVATION PERIMETER WALL SYSTEM WITH (2) RAILS TO BE INSTALLED PER MANUFACTURER'S DRAWINGS. G.C. TO PROVIDE CONTINUOUS 12" WIDE, 16 GA. METAL STRAPPING IN WALLS FOR RAILS, TYP. 24"x36" 22"x22"-01 LIGHT BOX LIGHT BOX __F_ I Px-o2 PT -01 PT -01 IN -WALL CONTINUOUS STRAPPING CONTINUOUS PLUGMOLD AT T.O. -74 SLATWALL SYSTEM, TYP. COLOR: PT -01 WHIT 10'4" A.F.F. ITEM E3 Q TOP OF SLATWALL Q 1 1 TRIM --- - - 9'-11" BACKWRAP MANIFESTO GRAPHIC (1) 8'-� 1/4" 8'-�" FITTING ROOM MANIFESTO GRAPHIC (1) 5'-3" \ OPENC1 / X / \ FITTING ROOM VENDOR GRAP=HIC (1) C3'-011 -- - - --- - 24"x36" — LIGHT BOX 22"x22" — LIGHT BOX SCALE: 1/4" = V-0" WF -01 24"x36" — LIGHT BOX ADDED LIGHT BOXES AND BLOCKING TO ELEVATION. Q G.G. TO PROVIDE IN -WALL 2X FRT WOOD BLOCKING FOR FIXTURE. COORDINATE FINAL LOCATIONS AND QUANTITY WITH FIXTURE MANUFACTURER, COORDINATE RECEPTACLE LOCATION WITH SHOP DRAWINGS 13'-0" A.FF. BTM. OF MALL BULKHEAD AND TENANT CEILING A5.1 9'-0" A.F.F. BTM OF ENTRY SOFFIT FX -11 7�4, WF - 02 r CONTINUOUS IN -WALL 12" METAL STRAPPING AT BTM. OF SLATWALL, TYP. "A WALL GRAPHIC SCHEDULE ITEM WIDTH HEIGHT SHOW WINDOW VENDOR GRAPHIC (1) 4'-1/8" 9'-11" BACKWRAP MANIFESTO GRAPHIC (1) 8'-� 1/4" 8'-�" FITTING ROOM MANIFESTO GRAPHIC (1) 5'-3" 8'-8" FITTING ROOM VENDOR GRAP=HIC (1) C3'-011 , NOTE: WALL GRAPHICS ARE SUPPLIED AND INSTALLED BY TENANT VENDOR WALL SURFACE 15 PREPARED BY CONTRACTOR. NEW SLATWALL TO BE SECURED WITH 118-18 x 1 %" LONG FLAT QUADREX, ZING PLATED SELF DRILLING SCREWS WITH LIQUID NAILS "LN -940, OR EQUAL, STRUCTURAL ADHESIVE BETWEEN SLATWALL AND GWB. LOCATE AND INSTALL SCREWS AT WALL STUDS AT 16" O.G. HORIZONTALLY AND AT 6'I O.G. VERTICALLY (EVERY OTHER REINFORCEMENT INSERT). SLATWALL AND SCREWS ARE SUPPLIED BY TENANT VENDOR. LOCATE PANEL JOINTS AT WALL STUDS. SCALE: 1/4" = V-0" 3)I INTERIOR ELEVATION 22"x22" — LIGHT BOX ADDED LIGHT BOXES AND BLOCKING TO ELEVATION. CONTINUOUS FLUGMOLD AT T.O. SLATWALL SYSTEM, TYP. COLOR: WHITE 13'-0" A.F.F. LAY -IN CEILING T -I I 10'-6" A.F.F. TOP OF SLATWALL CONTINUOUS IN -WALL 12" METAL STRAPPING AT BTM. OF SLATWALL, TYP. PT -01 \ OPEN / /X\ PT -01 PAINT FRAME SCALE: 1/4" = V-0" I(A)VESTIBULE ELEVATIONS NOTE: SEE DETAIL 2/AI.3 FOR FITTING ROOM ELEVATIONS. P< SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL ��/- �A64e Prohibition On Re—use and Copyright Notice: he inlormulion and specilicalic,ns contained within these drawings was prepared for use with the scope at work at the specific location indicated. Use of this information for other projects (it other locations or (Interring scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the property of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE I OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32777 SPACE K04 STORE NO. 14508 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A4n0_ CH TYRONE PROTOTYPE -- — - _ ®, . r v SPORTS , PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32777 SPACE K04 STORE NO. 14508 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A4n0_ CH TYRONE PROTOTYPE NETWORKING CABINET. SEE 2/E4.0 AND 5/E4.0 FOR MOUNTING INFORMATION FIXTURE PLAN EQUIPMENT SCHEDULE ;ODE DESCRIPTION REMARKS ❑1 CASHWRAP AND BACKWRAP SEE DETAILS ON A5.1 [STOCK SHELVING UNIT d ROLLING LADDERS X BACKSIDE OF STOCK FIXTURE SEE 3A/A5.1 HANG ROD UNIT t ROLLING LADDERS NOT USED 4'X11' MANAGER DESK UNIT EXISTING REFER TO DETAIL 14/A1.2 FITTING ROOM BENCH MOBILE STOCK SHELVING ❑6 STOREFRONT SIGN SEE SHEET A22 7❑ FITTING RM MIRROR SEE DETAIL 4/AI3 S FILE CABINET EXISTING REFER TO E DWGS 18 TRAINING DESK DRINKING FOUNTAIN EXISTING REFER TO MECHANICAL DRAWINGS 10 UTILITY SINK it FIRE EXTINGUISHER BY G.G. PER CODE - MOUNT AS 12' 4' DIRECTED BY FIRE DEPT. 12 1/8" MASONITE, FURN BY VENDOR INSTALLED BY G.C. MOUNT TO X BACKSIDE OF STOCK FIXTURE SEE 3A/A5.1 13 AUDIO PLAYER 4'X11' 14 DRAWING STORAGE TUBE REFER TO DETAIL 14/A1.2 15 MOBILE STOCK SHELVING NOT USED 16 MANAGER'S CHAIR STOREFRONT FRONTAGE 1i CCTV SYSTEM DVRX MOUNTED TO SHELF 100% 10'-0" REFER TO E DWGS 18 TRAINING DESK 4' DOUBLE HANGROD 19 LOCKERS 3 3 STOCK SHELVING UNIT [ [ [ 394' HARDWARE BIN STORAGE 11,966 21 GRAPHICS STORAGE UNIT 0 22 UTILITY CABINET 2 23 FITTING ROOM GARMENT BAR SEE DETAILS ON 1/A1.3 24 FITTING ROOM ROD AND SEE DETAILS ON 1/Al2 4 CURTAIN 2'X12' 4' X 12' 4' X 12' 4' X 12' 2'X12' 4'X12' 4'X11' 5UPPORT AREA: 4'X12' a% 4'X11' 4'X12' 4'X11' 0% 3'X11' CEDE 4'X11' 5Q. FT. RATIO 4'X11' 5ALE5 AREA: 4'X11' 65% 4'X11' STOCK AREA: 3'X11' 21% 4'X11' 5UPPORT AREA: 4'X11' a% 4'X11' UN -UTILIZED AREA: 4'X11' 0% FIXTURE PLAN GENERAL NOTES ALL WOODWORK ATTACHED TO THE PREMISES, BLOCKING, GROUNDS, ETC. SHALL BE FIREPROOF AND COMPLY WITH THE LANDLORD'S AND GOVERNING BUILDING CODE REQUIREMENTS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT AS TO ANY DISCREPANCIES IMMEDIATELY. ALL CABINET AND DRAWER INTERIORS TO BE CLEAN MAPLE LACQUERED PLYWOOD VENEER, UNLESS OTHERWISE NOTED. MILLWORK CONTRACTOR TO COORDINATE WITH OTHER TRADES AND PROVIDE CONCEALED GROUNDS AS REQUIRED. PROVIDE CUTOUTS IN FIELD FOR OUTLETS AND EQUIPMENT AS REQUIRED. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. ALL MILLWORK HARDWARE TO BE FURNISHED AND INSTALLED BY MILLWORK CONTRACTOR ALL EXPOSED HARDWARE IS TO BE SATIN STAINLESS STEEL. ALL MILLWORK IS TO CONFORM TO A.W.I. PREMIUM STANDARDS. MILLWORK CONTRACTOR TO FURNISH d INSTALL RUBBER BUMPERS ON ALL DOORS d DRAWERS. NO FIELD FINISHING OTHER THAN MINOR TOUCH-UPS OF MILLWORK WILL BE PERMITTED. PROVIDE 2-1/2" WHITE PLASTIC GROMMETS IN COUNTERTOP AND SATIN ST. STL. AT CASHWRAP AS NOTED ON THIS PLAN AND DETAILS. ALL WOOD MILLWORK SHALL BE FINISHED WITH THREE COATS OF SATIN LACQUER, OPEN PORE. UNLESS OTHERWISE NOTED, ALL FINISHED WOOD IS TO BE WHITE LACQUERED TO MATCH ARGHITECT'S SAMPLE. MILLWORK CONTRACTOR TO SUBMIT 12"4" SAMPLES TO OWNER AND ARCHITECT FOR APPROVAL. MILLWORK IS TO BE HANDLED UNDER SEPARATE CONTRACT BY TENANT. GENERAL CONTRACTOR IS TO COORDINATE SCHEDULING WITH MILLWORKER AND PROVIDE GENERAL CONDITIONS REQUIRED FOR INSTALLATION AND CLEAN UP. GENERAL CONTRACTOR TO PROVIDE METAL BLOCKING AS REQUIRED FOR ALL FIXTURES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO MIRRORS AND LIGHTING IN THE FITTING ROOMS. SLATWALL PANELS - 8'-011 STORE TABULATION SQUARE FOOTAGE CALCULATIONS CEDE 5Q. FT. 5Q. FT. RATIO CEILING HEIGHT 5ALE5 AREA: 3,584 65% 0'-0" STOCK AREA: 1,504 21% 01-011 5UPPORT AREA: 415 a% 01-011 UN -UTILIZED AREA: 0 0% N/A STOREFRONT FRONTAGE 51'-4" LEASABLE AREA: 5,503 100% 10'-0" T-3 3/4" NUMBER OF PAIRS CALCULATED s 32 PAIRS PER LINEAR FOOT FOR 12'-0" HIGH SHELVING. NUMBER OF PAIRS CALCULATED -9 28 PAIR5 PER LINEAR FOOT FOR Im'-m" HIGH 5HELVING. NUMBER OF PAIR5 CALCULATED 6 21 PAIR5 PER LINEAR FOOT FOR 9'-0" HIGH 5HELVING, NUMBER OF PAIR5 CALCULATED 6 24 PAIR5 PER LINEAR FOOT FOR S' -m" HIGH 5HELVING. STORE PAIRS TABULATION CEDE 5HELVING HEIGHT LINEAR FT. OF 5HELVING PAIRS PER LINEAR FOOT PAIR5 1-1 F] REGULAR 5HELF UNITS 10'-0" 0 28.0 0 O REGULAR 5HELF UNITS 11'-0" 129' 30.0 3,870 5EE PLAN REGULAR 5HELF UNIT5 12'-0" 253' 32.0 8,092 [ MOBILE 5HELF UNIT5 10'-0" 0' 280 0 4' DOUBLE HANGROD 10'-0" 12' 3 3 TOTALS [ [ [ 394' O 11,966 j TARGET PAIR: 6,100 SLATWALL PANELS - 34'-10 3/8" FIXTURE SCHEDULE - MATRIX 2,530 S.F. FIXTURE SYMBOL CEDE EXIST NEW TOTAL FIXTURE NAME 4 FINISHES 1-1 F] PX -01 O 1 1 Cx:i RPP (2 REGI57ERa) O 6 6 FERINErER 5Y57EM MaVAELE WALL DIMU R PX -05 5EE PLAN FX -03 0 20 20 54GE DIEFLAY ELEAC 326 (2'-0'6 [ FX -04 4 O 4 SOCK ON [ [ [ FX -05 0 3 3 NESTIN5 PLINTH [ [ [ FX -O6 O 1 1 SLIDE ONLAY FLINTH 0 FX -01.3 0 2 2 RZI.LINS RACK (5-0") CLEPRAWE FX -07.5 0 4 4 RC1.1JI7 RACK (5-O") FX -OS O 3 3 Ra JW -7 RACK - L 9-141T [ FX-Oq O 16 16 EEZH eEATIN6 FX -10 O 4 4 SWAY �1 FX -11 0 1 1 ENTRY VESTIDAZ M.L FAL FX -12 5EE PLAN aF-f ENCED 5TO;ff 9R5Nr WNR061 SYSTEM BY AAU (SM FLAW FX -13 0 1 1 F1Tn* RCCM MR;CR FX -14 0 1 1 F97TIN5 RCL'M G*R-Bdr BAR 2 FX -15 0 1 1 1`9 71Ns RXM CLRrAN FX -16 0 1 1 PI7I11y5 RXM EXH ® FX -18 0 0 0 FOOTYfARTCV` R I I I I I I I I � I 4 SCALE: 1/4" = V-0" FIXTURE SYMBOL CODE EXIST I NEW Tcr4L FIXTURE NAME t FINISHES PX -01 SEE PLAN YVCV CQAIN F ERNV Q NkL 9TS7E 1 PX -02 O 6 6 FERINErER 5Y57EM MaVAELE WALL DIMU R PX -05 5EE PLAN MTE FERWrER 64LL 5Y57EM [ PX -06 O 2 2 HAT ARIL 515IN PX -07 5EE PLAN HAT Kq.L 5Y57EM [ [ [ PX -08 O 4 4 22'X 22" LED LIC+rr EOX [ [ [ PX-Oq O 5 5 24" X 36" LID LIGHT sox 0 EX -01 0 3 3 TECH CAf EX -02 5 0 51 5 TIER TA13 E EX -03 2 1 3 FEARM TP&& (4) AGN KT5 FSR FEATURE TAB. E VX -01 MANNEQUIN5 2 1 3 (STANDING) Vx-o8 MANNEQUIN5 2 O 2 (51TTIN(5) VX -10 MANNEQUIN5 2 1 3 (FOLDED ARMS) VX-Oq 0 1 1 5TOURONr WNX N CPQ 5YSTEM FOR HW5.12" k4m - FX -17 0 1 1 FF 5CHxL 9-0E McR_AY CH-U1F500 GH-NF500 0 O O C-RPF4C55TCRPGELNT LOCATED IN 5TCCK R CM AC-4taIN AG -481N 0 0 0 BN LCC'ATED IN STOCK RXM FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL Prohibition On He—use and Copyright Notice: Tha information and specifications contained within these drawings was prepared for use with the scope. of work at the specific location indicated. Use of this information for other projects al other locations or differing scopes of work unless expressly authorized iri writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and speciliculions, and the information contained within, are and shall remain the property of the nuthor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authcrizotion frcnn the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE 7 OWNER COMMENT5 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF 0 e y It S P O R PROJECT TITLE SEMINOLE TOWNE CENTER 200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE FIXTURE PLAN SHEET NO. CH TYRONE PROTOTYPE A5.0 I SEE PLAN FOR PARTITION TYPE G.G. TO PROVIDE IN -WALL BLOCKING AT FOOT LoCKER, INC. TOP OF TOWERS FOR SECURING TO WALL I1•0" 5'-2 3/4" 15'-0" A.F.F. _ _ II' -b" Af. _ TOP OF WF -01 1 TOP aF GRAPHIC G.G. TO PROVIDE N -WALL BLOCKING AT TOP OF TOWERS FOR SECURING TO WALL STORE PLANNING DEPT ;i INTERLOCKING FAUX BRICK PANELS I I 112 WEST 34TH STREET - NEW YORK, NY 10120 Ir OUTLNE OF BACKWRAP SIDE APPLIED O EXIST. GYP. BD. AS _ RECOMMENDED BY MANUF., PAINT PT -01. INSTALL PER MANUFACTURER'S SHOP N G.G. TO INSTALL NEW CONTINUOUS 12"W x DRAWINGS I 16GA. OF METAL STRAPPING FOR PROJECT COORDINATOR: ( _..._.._.._... INSTALLATION OF WALL SYSTEM TRACK I ZMANIFEOTO COWAN + ASSOCIATES WALL GRAPHIC/ VARIES AFF. NOTE: LEVEL GRA438 E. WILSON BRIDGE RD. ROOF DECK ROLLING DIVIDER TRACK (BY FIXTURE FINISH FOR INSTALLATION of WALL c,RAPHIC. io SEE FINISH PLANS I PRIME WALL WITH MANUF. RECOMMENDED MANUFJ ATTACH TO EXISTING DEMISING AND ELEVATIONS FOR FINISH. TNT TO MATCH GRAPHIC. SUITE 100 WALL STUDS AS RECOMMENDED BY MANUF. FINISHES WORTHINGTON, OH 43085 J= PHONE: (614) 436-0100 ROLLING MIRROR DIVIDER GC TO PREP WALL AS REQUIRED TO RECEIVE DIGITAL GRAPHIC WALLCOVERNGt LEVEL 5 WALL CONTACT: BRUCE MOODY N I - FNISH, PRIME WITH MANUFACTURE'S RECOMMENDEDPROPLIC— WALLGOYETS TINTED PRovIDED AND INSTALLED BY -- %'OTHIERS. RE GRAPHIC DESIGN DOCUMENTATION FOR DETAILS. LATENT A5.I %' I ARCHITECT: / I OUTLNE OF BACKWRAP - —_ ' 10'-6° AFF. 10'-6° AFF. ,� I WILLIAM PHILIP WHITE TOP OF SLAT WALL '/` TOP OF SLAT WALL I 438 E. WILSON BRIDGE RD. INSTALL PER CONTINUOUS WIREMOLD 20GI5184114' CONTINUOUS WIREMOLD 2061518-WH46' — — — SUITE 100 - MANUFACTURER'S SHOP WHITE FINISHED PLUGI" IOLD WITH WHITE FINISHED PLU6MOLD WITH DRAWINGS RECEPTACLES SPACED 18" O.G. LOCATED RECEPTACLES SPACED 16" O.C. LOCATED I - ON TOP OF SLATWALL AND BOTTOM OF ON TOP OF 5LATWALL AND BOTTOM OF UPPER TRACK UPPER TRACK I I I NOTE: O O O O - SEE FINISH PLANS AND ELEVATIONS FOR I WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY - PREFABRICATED / PREFINI5HED 5LATWALL PANELS I ROLLING DIVIDER TRACK (BY FIXTURE MANUFATTACH TO EXISTING DEMISING 3" L-0 J 3„ — WALL STUDS AS RECOMMENDED BY MANUF. IN -WALL METAL STRAPPING 1'-3 3/4" G.G. TO INSTALL NEW CONTINUOUS 12"W x - ; 16GA. OF METAL STRAPPING FOR / i' INSTALLATION OF WALL SYSTEM TRACK '' a - - - - WOOD BASE Prohibition On Re -use and Cop),fighl Notice: the information and specifications contained within these drawings was prepared WALL BASE. SEE FINISH PLAN for use with the scope of work ,it the specific locolion indicated. Use of this information for other projects at other locations or differing scopes of work Ounless expressly outhori7cd in writing by the signing architect and engineer at Lrecord authoring these documents is strictly prohibited by the law, LLl CV n► Ihese drawings and specificotior;, and the information contained within, ore N �' and shall remain the property of the oulhor(s). Display, reproduction or use FIN. FLOOR FIN. FLOOR FIN. FLOOR for any but the specifically agreed upon purposes without the written L D5 `fl authorization from the signing orchitecl and engineer of record authoring these documents is strictly prohibited by the law WALL BASE. SEE FINISH PLAN[hese drawings and specification ; are sulajrct without limitation to copyright SALES AREA SALES AREA O O protection as an architectural work under the Architectural Works Copyright protection Act of 1990. G ELEVATION AT SLATWALL 3 B SECTION AT SLATWALL AND 3A SECTION AT SLATWALL1'-3 3/ 3/4" REVISIONS AND ROLLING TRACK SYSTEM ROLLING TRACK SYSTEM No. DESCRIPTION DATE I OUJNER COMMENTS 2-20-13 3 WALL SYSTEM DETAILS SCALE: 3/4"=1'-0" 1 CASHWRAP/BACKWRAP PLAN SCALE: 1/2"=1'-0" DATE: 12-13-12 SCALE: AS NOTED 3'-0" OR MIN. DIM. ALLOWED BY CODE GROSS AREA: 5,503 SQ. FT. 1 m E°. EQ. 2'_011 00 01 CEILING SALES AREA: 3,584 SQ. FT. CHAIN SUSPENDED FLUOR LIGHT FIXTURE PROJECT # FL -086 z 00 00 DRAWN BY: STAFF i CONTINUOUS 12" HORIZONTAL STRAP BRACING SECURED TO TOPS OF 6'-0" UNITS 9 48" O.C. 40 KNOCK DOWN STORAGE SYSTEM W/ 4'-0 1/8" I'-0" / - SHELVING AND HANG ROD (REFER TO cc 40 3 -8 oe 3-8 I/4 FIXTURE PLAN LOCATION AND HEIGHT) A, INSTALL PER MFG. INSTRUCTIONS ® t dl Z k t a TYP. DOUBLE ROW SHELVING ' S P 0 R T SN� ------- I `l4.I I - G.G. TO PROVIDE 1/8" MASONITE SECURED t0 (WF -02) OVER 5/8" u w - `� THE END OF ANY ROW OF SHELVING INCLUDING �— —— J _ CEMENT 6D. THE INTERSECTION OF ANY ADJACENT ROW. ��— _ T rr, I ii I 0 Q J/j' TYP. SINGLE ROW SHELVING 2'-011 I I I z - ---- G.C. TO PROVIDE 1/8" MA50NITE SECURED TO 10 = I 4 �o e 0 u % \ THE ENTIRE BACKSIDE. PROJECT TITLE _ I N o 0 m ROLLING LADDER AND RAIL, (1) PER AISLE AS — — — 0 o _ _ — 0 w z / MANUFACTURED BY PUTNAM ROLLING LADDER I I I o I oc i co., INC. SEMINOLE TOWNE CENTER 0 L — _ — _ _J m — — — — `^ REFER TO LADDER INSTALLATION MANUAL 00 TOWNE CENTER CIRCLE " _11-117 I (MT -03) OVER 5/8 PLY SANFORD, FL 32771 — — — PRIOR TO INSTALLING. 1'6" SPACE K04 0 Q I I L -7 -1 *7 - SEE FINISH PLANS AND ELEVATIONS FOR I m 4 5/8" `r N I ENGINEER: - SHELF QUANTITIES PER OF SHELVES UNIT HEIGHT 1z'-0" a � 1'-6° o.c. 10'-0" FINISHES rIT NEW SLATWALL TO BE SECURED WITH 08-I8 NEW SLATWALL TO BE SECURED WITH 08-I8 SALES AREA I (MT -04) BASE n I I % x I V LONG FLAT QUADREX, ZING PLATED 6 x 1 V LONG FLAT QUADREX, ZINC PLATED JAMES A. KNOCHEL P.E. mIN-WALL METAL SELF DRILLING SCREWS WITH LIQUID NAILS SELF DRILLING SCREWS WITH LIQUID NAILS 438 E. WILSON BRIDGE RD. STRAPPING "LN -940, OR EQUAL, STRUCTURAL "LN -940, OR EQUAL, STRUCTURAL SUITE 100 0_1 - Z ADHESIVE BETWEEN SLATWALL AND GWB. I ADHESIVE BETWEEN 5LATWALL AND GWB. 2 BACKWRAP ELEVATION SCALE: 1/2"=1'-0" (P _� LOCATE AND INSTALL SCREWS AT WALL LOCATE AND INSTALL SCREWS AT WALL WORTHINGTON, OH 43085 - ----- }- STUDS AT 16" O.G. HORIZONTALLY AND AT STUDS AT 16" O.G. HORIZONTALLY AND AT PHONE: (614) 436-0100 - - 6" O.G. VERTICALLY (EVERY OTHER ,'" 8" O.G. VERTICALLY (EVERY OTHER CONTACT: JIM KNOCHEL —1 REINFORCEMENT INSERT). 5LATWALL AND REINFORCEMENT INSERT). SLATWALL AND 4 SCREWS ARE SUPPLIED BY TENANT = d ',' SCREWS ARE SUPPLIED BY TENANT dCID `0 � I VENDOR LOCATE PANEL JOINTS AT WALL �9 VENDOR LOCATE PANEL JOINTS AT WALL - ROLLING DIVIDER W/ z I ��i STUDS. ' i , SCUDS. - —. MIRROR FAGS INSTALL 6P —1 /j' 'i' SEAL PER MANUFACTSHOP OL D DRAWINGS (P 1— V ILL- SEE CONSTRUCTION PLAN FOR PARTITION SEE CONSTRUCTION PLAN FOR PARTITION 1'-3 3/4^ Q TYPE TYPE - I I'•®" 5'-3 3/4" r `' - PREFABRICATED / PREFINI5HED 5LATWALL PANELS I ROLLING DIVIDER TRACK (BY FIXTURE MANUFATTACH TO EXISTING DEMISING 3" L-0 J 3„ — WALL STUDS AS RECOMMENDED BY MANUF. IN -WALL METAL STRAPPING 1'-3 3/4" G.G. TO INSTALL NEW CONTINUOUS 12"W x - ; 16GA. OF METAL STRAPPING FOR / i' INSTALLATION OF WALL SYSTEM TRACK '' a - - - - WOOD BASE Prohibition On Re -use and Cop),fighl Notice: the information and specifications contained within these drawings was prepared WALL BASE. SEE FINISH PLAN for use with the scope of work ,it the specific locolion indicated. Use of this information for other projects at other locations or differing scopes of work Ounless expressly outhori7cd in writing by the signing architect and engineer at Lrecord authoring these documents is strictly prohibited by the law, LLl CV n► Ihese drawings and specificotior;, and the information contained within, ore N �' and shall remain the property of the oulhor(s). Display, reproduction or use FIN. FLOOR FIN. FLOOR FIN. FLOOR for any but the specifically agreed upon purposes without the written L D5 `fl authorization from the signing orchitecl and engineer of record authoring these documents is strictly prohibited by the law WALL BASE. SEE FINISH PLAN[hese drawings and specification ; are sulajrct without limitation to copyright SALES AREA SALES AREA O O protection as an architectural work under the Architectural Works Copyright protection Act of 1990. G ELEVATION AT SLATWALL 3 B SECTION AT SLATWALL AND 3A SECTION AT SLATWALL1'-3 3/ 3/4" REVISIONS AND ROLLING TRACK SYSTEM ROLLING TRACK SYSTEM No. DESCRIPTION DATE I OUJNER COMMENTS 2-20-13 3 WALL SYSTEM DETAILS SCALE: 3/4"=1'-0" 1 CASHWRAP/BACKWRAP PLAN SCALE: 1/2"=1'-0" DATE: 12-13-12 SCALE: AS NOTED 3'-0" OR MIN. DIM. ALLOWED BY CODE GROSS AREA: 5,503 SQ. FT. 1 m E°. EQ. 2'_011 00 01 CEILING SALES AREA: 3,584 SQ. FT. CHAIN SUSPENDED FLUOR LIGHT FIXTURE PROJECT # FL -086 z 00 00 DRAWN BY: STAFF i CONTINUOUS 12" HORIZONTAL STRAP BRACING SECURED TO TOPS OF 6'-0" UNITS 9 48" O.C. 40 KNOCK DOWN STORAGE SYSTEM W/ 4'-0 1/8" I'-0" / - SHELVING AND HANG ROD (REFER TO cc 40 3 -8 oe 3-8 I/4 FIXTURE PLAN LOCATION AND HEIGHT) A, INSTALL PER MFG. INSTRUCTIONS ® t dl Z k t a TYP. DOUBLE ROW SHELVING ' S P 0 R T SN� ------- I `l4.I I - G.G. TO PROVIDE 1/8" MASONITE SECURED t0 (WF -02) OVER 5/8" u w - `� THE END OF ANY ROW OF SHELVING INCLUDING �— —— J _ CEMENT 6D. THE INTERSECTION OF ANY ADJACENT ROW. ��— _ T rr, I ii I 0 Q J/j' TYP. SINGLE ROW SHELVING 2'-011 I I I z - ---- G.C. TO PROVIDE 1/8" MA50NITE SECURED TO 10 = I 4 �o e 0 u % \ THE ENTIRE BACKSIDE. PROJECT TITLE _ I N o 0 m ROLLING LADDER AND RAIL, (1) PER AISLE AS — — — 0 o _ _ — 0 w z / MANUFACTURED BY PUTNAM ROLLING LADDER I I I o I oc i co., INC. SEMINOLE TOWNE CENTER 0 L — _ — _ _J m — — — — `^ REFER TO LADDER INSTALLATION MANUAL 00 TOWNE CENTER CIRCLE " _11-117 I (MT -03) OVER 5/8 PLY SANFORD, FL 32771 — — — PRIOR TO INSTALLING. 1'6" SPACE K04 0 Q I I L -7 -1 *7 J I J I I I J -- 1'-6, 1'_6 0-m $ SHEET TITLE G.C. TO PROVIDEIN-WALL 2X FRT 5 F I XT U R E BLOCKING FOR FIXTURE. COORDINATE TYP. SECTION AT SHELVING UNITS RECEPTACLE LOCATION FINAL LOCATIONS AND QUANTITY WITH BLOCKING LOCATIONS DETAILS FIXTURE MANUFACTURER, TYP. NOTE: REFER TO FIXTURE PLAN FOR STOCK SHELVING UNIT SIZES, QUANTITY AND CONFIGURATION. G.G. TO INSTALL PER MANUFACTURERS INSTRUCTIONS. SHEET NO. A5 1- 4 FX -11 - ENTRY WALL FOCAL )ANEW DETAIL SCALE: 1/2"=1'-O" 5 STOCK SHELVING DETAILS SCALE: 1/2"=1'-0" CH TYRONE PROTOTYPE J 2'-0" m 4 5/8" `r N I SHELF QUANTITIES PER OF SHELVES UNIT HEIGHT 1z'-0" a � 1'-6° o.c. 10'-0" STORE NO. 14508 rIT I I (MT -04) BASE n I I % 6 J I J I I I J -- 1'-6, 1'_6 0-m $ SHEET TITLE G.C. TO PROVIDEIN-WALL 2X FRT 5 F I XT U R E BLOCKING FOR FIXTURE. COORDINATE TYP. SECTION AT SHELVING UNITS RECEPTACLE LOCATION FINAL LOCATIONS AND QUANTITY WITH BLOCKING LOCATIONS DETAILS FIXTURE MANUFACTURER, TYP. NOTE: REFER TO FIXTURE PLAN FOR STOCK SHELVING UNIT SIZES, QUANTITY AND CONFIGURATION. G.G. TO INSTALL PER MANUFACTURERS INSTRUCTIONS. SHEET NO. A5 1- 4 FX -11 - ENTRY WALL FOCAL )ANEW DETAIL SCALE: 1/2"=1'-O" 5 STOCK SHELVING DETAILS SCALE: 1/2"=1'-0" CH TYRONE PROTOTYPE J NEW. GRID TO EXTEND ABOVE NEW. GRID TO EXTEND SOFFIT IN MIDDLE OF SALES AREA. OVER G.W.B. CEILING G.C. TO PAINT GRID AND TILE CL-5 ,w 13'-6" A.F.F. PT-01 CL-2 a V-0" AFF. PT-02 CL-I 13'-0" A.FF-RELOCATED FOOT LOCKER INC. 11.1 I1'-1 l/8" 4'-6" 4'-6"LIGHTHAUSE SYSTEM -- - - - - - - )\ I - - - - - - - - - - - / / I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - [ILI 1__,�[H - ::' .. .... :.. ... . - - - - - - - , � . - ..• I ' 2B E2 10, 0„ E2 STORE CANNING DEPT - - EQ. '-6" EQ. :: • '.. -- {'} I-4 FI-4 TYP. FI- ;......::. ,` R2::.: ':: ' - NL/EM .... _ .. _ . , .. : . . ' B... :. .... . '.... B.. . .. . ... .,9/ . - - - � _ -% ' � ...:.. - .:. . ... . .. _ .. •.... %Q - - - -- LINE OF CEILING :..-'..: . ' T2 1 TI - - - ........:. . - . .. .' \ tee' I .. ORI. �R1. T2 :' : - ... ....... ,� I ........ ... .. C'f N :. :. �� I RI � RI, �;P O • :.. :..•.• . � � .. 1 P I :. ` ....... ' .. .. A2.0 GL-2 g 9'-0" AFF. PT-01 ' NEW ILLUMINATED CHAMPS SIGN I ������� 1 12 WEST 34TH STREET NEW YORK, NY 10120 TY il 4 -- T2 YP. - - --- TI NL DL- O I D I PROJECT COORDINATOR COWAN + ASSOCIATES 38 E 4 . WILSON BRIDGE RD. PDI - ?S) L-OI DL-OI _ PDI O P DI O - -- TRANSITION ABOVE OFFICE .. .. .` _- - � r --� - .. - T2 - -- -- I J."."'.".1.:....... _ : e I ACCESS PANEL SUITE 100 WORTHINGTON, OH 4308 5 - ... :. 1 11 - 4 / . III - � TI - - r r I RI " RI I .. . ..... . I PHONE: 614 436-0100 CONTACT: BRUCE MOODY - - CO- O - O EXISTING (NO PAINT) :.;, - ......r//9." CL -4 66-0" A.F.F. ... .:.. - `Q .. . MX,//// . . .. , -- - - - - .... .. . - F - - ) TI - O I O 1 . I . ..- . R HITECT WILLIAM PHILIP WHITE ... LAY-IN CEILING TO EXTEND - - - - ABOVE TOILET ROOMS AND = OFFICE 1.., . : „6„ - .. ... - - - 2, . 4 F2-4 (R) FI 4 FI-4 EXISTING . ... -- - PT-01 GL-4 8'-0" AFF. D T2 - - -- {'} - I '�R2 .: .• "� � .. .. 0 \ - '* `'. .� �- , :. ". R2. �- ,. O O - - �N��\ :: P I I P I •.. Uj . *' '...::...:...:' FLOATING HAT WALL 438E WILSON BRIDGE RD ID SUITE 100 WORTHINGTON, OH 43085 - PHONE: (614 436 0100 CONTACT: BRUCE MOODY 5'-0' - I �5'� - - 6" '-m J I I 4 I _m„ r - - PD DI O - PDI -_ _ _ _- O PDI -_ L O PDI O DI " ...:....... .. _ - -- - — - ... .. . ....: . .. .. . ...... .. _ 6 _Il 3 2 . - I-4 - F2-4 (R) -- -- . •.......... ' '.. .: .... .. ... .... .....1...:.... .... . . . .. :.. .. ..' _ :... _ ... N :. . ...:I..: . T1.. . . . + - .. Ra :... � . ria-... . ..... :.. - , w : . .TI .... P I 0 .. .. .. -. _ � B t- r 1 ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 ON, OH 4308 5 WPHONE: 614 436-0100 ( ) I ..':....: I -..TYP'.- I .. ... ' .. :.. ;....' _:. '.: ..... .. ... .. ' . :.:... ... .. . . .. . I�2' .' :.. Ra...... ... R2 R2...,..:2.::..:.: R .'..::. .:.',. '.:: -.. . . . ::..� .:. :' . �,,mr ;...:... 6 : ' :::::.:.: 0 :... . ... .. ... 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[Ae. of This information for otherprojects at other locations or differing scopes of work p unless express) authorized it writing by the signing architect and engineer record authoringy iese acurnent_, i., strictly e t e low. g eer of tt d t ictly prohibited by th wings and ::peai I ons and theinformation contained with n, re aanddssh drawings remainhe. propert✓ of the author(s)Display,reproduction lorause for anybutthespecifically agreed upon purposes without the written authorization from the signinj archilecl and engineer of record authoring these documents is strictly prohibited by the law . protection aings n adrehP ecltu II work ons under subject F the Alr'chitecturahoul 'Iation Wnrks Copyrightplt Protection Act of 1990. _ 1' " - 11 VI , - (I TI NL ��Fpl O _. PDI O PDI O PDI O DI TI TI TI i i �# - REVISIONS NO. DESCRIPTION DATE . ... 4, �„ m ....... R2 ..:-. . I :. 71�: . . ... ..� . ..: :.,. :.` ::.. ... `.:.:. .: .. ' .. I ..:. .Ill .. ........... ' - - - - - - - - - - - - - - - - - - - - . .' . .. . - - 11 t I � 1 WNER COMMENTS 2-20-13 _L - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - PT-01 GL-4 � 8'-0" A.F.F. PT-01 GL-2 g 8'-0" A.F.F. / � 9'-0" APP. PT-01 I 1 REMOVED SOFFITT AND LIGHTS � `— - - - - - - - CL-2 � EXISTING. GRID TO EXTEND NEW. GRID TO EXTEND NEW. OVER G.W.B. CEILING OVER G.W.B. CEILING OVER EXTEND CEILING GRID TO G.W.B. GL-5 -1 131-6" APP. 11,11111111111111,111111111111, ,,i,ill' IIIIIIIIIIIIIIIIIIIIIIIIIIII 1 Q REVISED PERIMETER TRACK LIGHTING DATE: 12-13-12 SCALE: AS NOTED REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" GROSS AREA: 5,503 SQ. FT. REFLECTED CEILING GENERAL NOTES CEILING TYPE SCHEDULE CL-X 0 X'-XX" AFF. CALLOUT DESCRIPITION LIGHT FIXTURE AND EQUIPMENT SCHEDULE SALES AREA: 3,584 SQ. FT. PROJECT #: FL-086 I. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. TYPE SYMBOL. EXIST. NEW MANUFACTURER DESCRIPTION LAMP 2. SMOKE/HEAT DETECTOR SPACING SHALL COMPLY WITH THE REQUIREMENT OF NFPA 12-E. THE INSTALLING CONTRACTOR SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WORK, IF REQUIRED BY LOCAL AUTHORITIES. 3. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR FINISHING d PAINTING REQUIREMENTS. LAY-IN CEILING CFL PENDANT FIXTURE &JUNCTION UN157RUT SECURE TO CEILING &RID BOX MOUNTED DIRECTLY ON LAY-IN CEILING DRAWN BY: STAFF GL-1 2'x 4' SECOND LOOK ACOUST. TILE: ARi'15TRONG FINE FISSURED MEDIUM TEXTURE "1161, ANGLED TEGULAR EDGE, FIRE GUARD GLASS 'A' PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID 9 HEIGHT INDICATED ON PLANS. FUF�II5HED e IN5TALLED BY TENANT G.C. -- -- --- 5/8" TYPE 'X' GYP. BD. ON MTL. JOISTS, or RIGID "X" SUSPENSION SYSTEM, AT HEIGHT INDICATED ON PLAN. TAPE, SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, TWO COATS FINISH DL-01 - 3 TECH LIGHTING 100 TD PSP24 SW S - PENDANT LIGHT - 120V (FACTORY FINISH) MOUNTED TO 1'-6" AFF BTM. OF FIXTURE. C61142VUCCL + FA CSA36 (WHITE FINISH) - COMPACT FLUORESCENT - „ 120V/211V -NEED 11 STEM KIT WITH LUMINAIRE -FIXTURE TO BE MOUNTED TO LAY-IN CEILING SYSTEM PHILIPS 2,100•K CFL SCREW-IN (1) EL/mdT 23W PDI � 1 - 40 LIGHTOLIER PHILIPS TIPPLE TUBE CFL 4-PIN (1) PL-T 42W/835/4P/ALTO GL-2 RI * - 6 LIGHTOLIER - QLIGHTOLIER 4. THE POSITION OF THE TRACK IS TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. 5. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE TENANTS PROJECT MANAGER 6. G.G. TOA VIS TENANT PROJECT MAN D E E PR E AGER OF MAX CLEAR HEIGHT IN STOCK ROOM PRIOR TO PROJECT COMMENCING. THIS IS TO ALLOW THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED 1. GG SHALL FIELD EXAMINE THE CONDITION OF EXISTING TENANT DEMISING PARTITIONS d EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT t FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAPED, SPACKLED AND PAINTED IN THEIR ENTIRETY. 8. ALL LIGHT FIXTURES, EQUIPMENT, DEVICES, ETC. SHALL BE UL LISTED. - -- CL-3 --- GL-4 PER FINISH PLAN. FURNISH 4 INSTALL BY TENANT G.G. ----- __. EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR BLDG CODES. 13III'-0" AFF VIF * LAY-IN CELING 1 THREADED ROD II Ie" STEM KIT I2'-o" AFF uGHT MouNTIN& NEW UN15TRUT TRACK SECURE �o UNISTRUT ® TRAC TRACK HEAD AND u&HT TRACK ATTACHED TO UNISTRUT ® 12 O A.F.F 101-6" AFF LIGHT MOUNTING 1 � 8023 CGLP + 58142VU - RECESSED DOWNLIGHT - 120V/211V PHILIPS TIPPLE TUBE CFL 4-PIN (1) PL-T 42W/835/4P/ALTO = j �11 0 D - k f' ' '.. c , ,r y ' , ,4 . ,� n �!` S P R T S11 4, R2 0 - 29 SEE PLAN - SEE PLAN -_ - - - --- C6T6VW CCDP + C610T&E2 RECESSED DOWNLIGHT - 211V - -- _ PHILIPS CDM T6 "ELITE" G12-PIN (1) GDM Elite 10/T6/930 -- -- INDIVIDUAL: 8 -6102NBK, JOINER: 8 =6103NBK PLAIN: S=6108NBK, 12=6112NBK INDIVIDUAL: 4'=6101N D BK PLAIN: 4'=6104NBK --- Tl LIGHTOLIER ADVENT LYTESPAN 1 AND 2 CIRCUIT TRACK - 120v (WHITE FINISH) EXISTING G.W.B. CEILING. ONE COAT SEALER, TWO GOATS FINISH PER FINISH PLAN FURNISH 4 INSTALL BY TENANT G.G. _ _ 8 LIGHTOLIER ADVENT LYTESPAN 1 AND 2 CIRCUIT TRACK - 120V (WHITE FINISH) _ - - _ _ 81225K + MHT6RNF - TRACK LIGHT - 120V (WHITE FINISH) NT&RNF CLEAR NARROM FLOOD (SOLD SEPARATELY) 2' x 4' NON-DIRECTIONAL ACOUST. TILE: ARMSTRONG GORTEGA *169 FIRE GUARD CLASS 'A' GL-5 PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID 9 HEIGHT INDICATED ON PLANS. FURNISHED E INSTALLED BY TENANT G.G. -_ - 56 1 LIGHTOLIER "ELITE"k. PHILIPS GDM T6 512-PIN (1) GDM Elite 10/T6/930 T2 f 0 - 11 LIGHTOLIER _REFLECTOR - 94115K - TRACK LIGHT - 120V (WHITE FINISH) PHILIPS T5 HO LINEAR FLUORESCENT (1) F54T5/835/HO/ALTO _ - -- FI-8 - 2 MERCURY 9. `✓ALES AREA OPEN TO DECK ALL STRUCTURE, DECK AND DUCTWORK TO BE PAINTED PT-02, TYP, NC COM5U6TI5LE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. MM132-OCT/ST-C-ELB-UNI - 8' - 1 LITE TANDEM FLUORESCENT STRIP W/ PAL 4OT8C CRUSH GUARD SAFETY SLEEVE 4 PAL TO CAP (2) F032/830 32W TS FLUORESCENT LAMP 8 MERCURY MERCURY -- MM-132-OCT-C-ELB-UNI - 4' - 1 LITE FLUORESCENT STRIP W/ PAL 40TSG CRUSH GUARD SAFETY SLEEVE d PAL T8 CAP 10. SEE MECNEANICAL SHEETS FOR DIFFUSER AND DUCTWORK LAYOUT. 11. FIRE SPRINKLER SYSTEM: EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. ALL SPRINKLER Fl-4 - (1) F032/830 32W TS FLUORESCENT LAMP (l) F032/830 32W TS FLUORESCENT LAMP If 1 LI H IXTU E H I H PLACEMENT TAIL NO SCALE PROJECT TITLE SEMINOLE TOWNE CENTER EM/NL EM/NL - ® - 9 PALMM-4 -OGT CRUSH -UNI-EMPKFE - 4' - 1 LITE FLUORESCENT STRIP W/ PAL 40TSC CRUSH GUARD SAFETY SLEEVE � PAL TS GAP - - - - - - ---- 4'-0" EXPOSED DOUBLE LAMP FLUORESCENT LIGHT FIXTURE. G.C. TO RE-LAMP AS REQUIRED NOTE: F2-4 20 - EXISTING - -- - (2) F032/830 32W T8 FLUORESCENT LAMP HEADS WILL BE SEMI-RECESSED CHROME TYPE CENTERED IN 2X2 CEILING GRID. SPRINKLER HEADS - NOTE: SYMMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS. 12. ALL FIRE ALARM WORK, INCLUDING CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS, AND/OR MODIFICATIONS TO THE FIRE ALARM SYSTEM, MUST BE DONE PER NFPA-12, 2002 EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. BEAM CLAMP LN15TRUT TO BOTTOM OF STRUCTURAL BEAM AND ATTACH 1/2" THREADED RODS ® 48" O.C., PAINT PT-02 AT AREA EXPOSED BELOW 13'-011 AFF.. UNSTRUT CHANNEL -SERIES A1000 w/ METAL FURRING . I 11 HIGHLITES OO TOWNE CENTER CIRCLE SAN FORD FL 32771 SPACE K04 E1 ® - - � _.__ - - BF-LED-5-IR EXIT LIGHT WITH BATTERY PACK - E2 ASTRALITE - - -- LIGHTALARMS EU-2-H-W-TD HALOGEN TWO HEAD EMERGENCY LIGHT WITH TIME DELAY MOUNTED AT 13'-6' AFF OR MAX ALLOWABLE BY CODE E3 I" - 4 - ---- EXIT / EMERGENCY 2-HEAD COMBO, RED LETTERS PARI ": UQLXN500R-26Q 13. CONTRACTOR TO COORDINATE LOCATION OF UNITSTRUT AND 3/4" CONDUIT DROPS PAINTED PT-02 WITH VENDORS FOR ALL SECURITY, SOUND AND MAPPING EQUIPMENT SUSPENDED FROM SALES AREA EXPOSED DECK CHANNEL CLIP 13'-0 AFF' BTM. GLC. GRID D516F PENDANT SPEAKER MOUNTED AT 12'-0" AFF _ --- STORE No-14508 5P �� - - 6 I BOSE SW (SW� BOSE F53 PENDANT SUBWOOFER MOUNTED AT 12'-O" AFF. 14. G US VENDOR TO SUBMIT WHOP DRAWINGS TO TENANT FOR APPROVAL PRIOR TO SUBMITTING QUOTE. -____- __ _ ___-_- OBTAIN LOW VOLTAGE PERMIT AS REQUIRED. PT-02 LAY-IN CEILING SYSTEM CCTV I -"g°�' i - 1 - - CCTV MONITOR WITH 9 CAMERAS - BOTTOM AT 12'-0" AFF. CCTV _ - SHEET TITLE cc - 9 - _- - - -- - -- (I) 100 WATT INCANDESCENT LAMP 15. PROMOTIONS TO SUBMIT AUDIO SYSTEM SHOP DRAWINGS TO TENANT FOR APPROVAL PRIOR TO SUBMITTING QUOTE. OBTAIN LOW VOLTAGE PERMIT A5 REQUIRED. METAL BRACING CLIP METAL FURRING BRACING 11 1'-0" EQUAL EQUAL I'-0" UNSTRUT CHANNEL -SERIES II'-0" AFF. ______ EXISTING VIDEO DOME - CCTV CAMERA (BLACK) --- - - - FAN/LIGHT UNIT G.C. TO RE-LAMP AS REQUIRED REFLECTED D ® 2 - (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES NL = DENOTES NIGHT LIGHTS EM = DENOTES EMERGENCY LIGHT AI000 w/ METAL FURRING TOP OF GYP. CHANNEL CLIP CEILING PLAN METAL FURRING 6 16" O.G. METAL FURRING a 16" O.C. 10'-0" AFF. OL GYP. BD. SOFFIT 9/811 GYP. BOARD PT-01 SHEET N O . A6n0_ 2 SOFFIT DETAIL SCALE: 3/4"=1'-0" CH TYRONE PROTOTYPE A) MECHANICAL PLAN C -D TE3 (E) MALL SUPPLY VERIFY ALL CONDITIONS IN THE FIELD BEFORE STARTING WORK. HVAC SYSTEM IS TO BE A NEW UNIT BY MECHANICAL CONTRACTOR, REUSING EXISTING DUCTWORK HVAC SYSTEM IS TO BE NEW, WITH NEW DUCTWORK BY MECHANICAL CONTRACTOR xHVAC SYSTEM IS EXISTING TO REMAIN, MECHANICAL CONTRACTOR TO REUSE/MODIFY DUCTWORK AND PROVIDE SERVICE AND RE -BALANCE AIR -SIDE AS PER LANLORD CRITERIA. HVAC SYSTEM IS EXISTING TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. I. CONICAL BELLMOUTH FITTINGS WITH MANUAL BALANCING DAMPER TO BE USED FOR ALL ROUND BRANCH TA105 ABOVE ACCESSIBLE LAY -IN CEILINGS. CONICAL BELLMOUTH FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE INACCESSIBLE DRYWALL CEILINGS WITH BALANCING REQUIRED WITHIN 2 FT. OF DIFFUSER WITH PLASTER FRAME. 2. ROUND RIGID SUPPLY AIR DUCTS SHALL BE EXTERNALLY INSULATED WITH 1.5" THICK, 1.5 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION. 3. FLEX CONNECTIONS TO DIFFU5ER5 ARE INSULATED FLEX WITH A MAXIMUM LENGTH OF 5 FT. 4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANY DUCTWORK OR ORDERING OF ANY EQUIPMENT. 5. MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. Ib. MECHANICAL CONTRACTOR 15 TO PROVIDE AND INSTALL FIRE DAMPERS IN ANY EXISTING OR NEW DUCTWORK THAT PENETRATES A FIRE RATED PARTITION AS REQUIRED BY CODE, I. NO FIBERGLASS OR FIBERBOARD DUCTWORK ALLOWED 5. CONTRACTOR TO SEAL ALL DUCTWORK AIR TIGHT AND IN ACCORDANCE WITH SMACNA AND ASHRAE. 5. CONTRACTOR TO PAINT ALL EXISTING AIR DEVICES TO MATCH NEW FINISHES. COORDINATE WITH GC. SCALE: 3/16"=1'-0" I @ MECHANICAL GENERAL NOTES SPRINKLER HEAD _& THE TENANT'S GENERAL CONTRACTOR SHALL RETAIN THE SERVICES OF A STATE LICENSED FIRE PROTECTION CONTRACTOR TO PROVIDE COMPLETE DESIGN SERVICES AND MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM. FIRE PROTECTION CONTRACTOR MUST BE LANDLORD APPROVED. SPRINKLER LOCATIONS MUST BE COORDINATE[ WITH TENANT REFLECTED CEILING PLAN, ALL MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM MUST BE COORDINATED AND SCHEDULED IN ADVANCE WITH THE MALL OPERATIONS MANAGER SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF THE JOB SITE. VERIFY ALL EXISTING CONDITIONS AND LOCAL CODE REQUIREMENTS PRIOR TO BIDDING. ALL SPRINKLER WORK IS BY LANDLORD CONTRACTOR, AT TENANT EXPENSE, AND SHALL BE COORDINATED WITH ON SITE OPERATIONS DIRECTOR ALL SPRINKLER WORK SHALL BE APPROVED BY THE LANDLORD'S INSURER INSTALL CONCEALED SPRINKLER HEADS IN GYP BOARD CEILINGS THE HVAC SYSTEM AND TEMPERATURE CONTROL SYSTEM SHALL BE IN COMPLIANCE WITH THE LANDLORD'S CURRENT DESIGN/CONSTRUCTION CRITERIA. THE TENANT'S CONTRACTOR MUST OBTAIN A COPY OF THE LANDLORD'S DESIGN CRITERIA AND INSTALLATION DETAILS PRIOR TO BIDDING AND VERIFY ALL EX15TING CONDITIONS AT THE JOB SITE. COORDINATE ALL REQUIRED WORK RELATED TO MALL SYSTEMS WITH THE MALL OPERATIONS MANAGER. O EXISTING TRANS SIZE I(o FAN POWERED, PARALLEL VAV BOX WITH 10.0 KW ELECTRIC HEAT TO REMAIN. CONTRACTOR SHALL VERIFY PROPER WORKING ORDER AND REPAIR AS REQUIRED. MAINTAIN EXISTING CONTROL WIRING AND LANDLORD INTERFACES. MAINTAIN MAXIMUM VAV BOX AIRFLOW. O2 EXISTING TR,4NE SIZE 11 FAN POWERED, PARALLEL VAV BOX WITH 3.0 KW ELECTRIC HEAT TO REMAIN. CONTRACTOR SHALL VERIFY PROPER WORKING ORDER AND REPAIR AS REQUIRED. MAINTAIN EXISTING CONTROL WIRING AND LANDLORD INTERFACES. MAINTAIN MAXIMUM VAV BOX AIRFLOW. O EXISTING 15 CFM TOILET EXHAUST FANS AND EXHAUST DUCTWORK TO REMAIN. CLEAN DEVICE AND REPAIR/REPLACE AS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM 4O REMOVE SUPPLY AIR DEVICE FROM EXISTING LAY -IN CEILING AND RELOCATE INTO NEW LAY -IN CEILING AS SHOWN ON PLAN. EXTEND DUCTWORK OF EQUAL SIZE AS REQUIRED TO REACH THE NEW LOCATION. MAINTAIN EXISTING SUPPLY AIR BALANCE. O RELOCATE EXISTING LIGHTSTAT THERMOSTAT TO NEW LOCATION 5HOWN. EXTEND CONTROL WIRING AS REQUIRED FORA COMPLETE AND FULLY FUNCTIONAL SYSTEM, MOUNT THERMOSTAT AT 48" AFF AND COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE. O REMOVE RETURN AIR GRILLE FROM EXISTING LAY -IN CEILING AND RELOCATE INTO NEW LAY -IN CEILING AS SHOWN ON PLAN. O REMOVE ALL RETURN AIR GRILLES FROM EXISTING LAY -IN CEILING (IN SALES AREA) AND RELOCATE INTO NEW LAY -IN CEILING ABOVE CENTER CEILING SOFFIT AREA AS SHOWN ON PLAN. EXISTING QUANTITY OF RETURN AIR GRILLES 15 SUFFICIENT TO PROVIDE TENANT RETURN AIR PLUE) ADDITIONAL LANDLORD REQUIRED RETURN AIR BASED UPON STOREFRONT OPENING. (50 CFM PER LINEAR FOOT.) O EXISTING SUPPLY AIR DEVICE TO REMAIN. CLEAN AIR DEVICE AND MAINTAIN EXISTING AIRFLOW. O CONTRACTOR SHALL VERIFY THE EXISTENCE OF TRANSFER AIR OPENINGS IN THE DEMISING WALLS TO ALLOW FOR RETURN AIR BACK TO THE LANDLORD'S HVAC SYSTEM. MINIMUM 16 FOOT SQUARE FOOT OPENINGS REQUIRED IN EACH DEMISING WALL. OPENINGS SHALL OCCUR ABOVE THE LAY -IN CEILING. C MECHANICAL CODED NOTES THIS CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT SHOWN TO REMAIN IS FULLY REMOVED AND NOT ABANDONED. REFER TO DEMOLITION PLAN ON SHEET D1.0 FOR ADDITIONAL INFORMATION. NOTE: THE TENANT'S CONTRACTOR MUST RETAIN THE SERVICES OF A LOCAL. REGISTERED, PROFESSIONAL ENGINEER TO DETERMINE EXISTING ROOF FRAMING CONDITIONS AND PROVIDE COMPLETE DESIGN / SHOP DRAWINGS FOR METHOD OF SUPPORT FOR NEW ROOFTOP A/C UNITS. SHOP DRAWINGS / CALCULATIONS MUST BE SUBMITTED TO THE LANDLORD, FOR APPROVAL, PRIOR TO COMMENCING WORK. ALL REQUIRED ROOFING WORK MUST BE PERFORMED BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AT THE TENANT CONTRACTOR'S EXPENSE IN ORDER TO MAINTAIN THE WARRANTY AND INTEGRITY OF THE ROOFING SYSTEM. SYMBOL DESCRIPTION SYM50L DESCRIPTION ® SUPPLY AIR DIFFUSER � �l _ SHADING DENOTES BLANK -OFF r 1 MECHANICAL EQUIPMENT 1 1 AS NOTED DUCT MOUNTED DIFFUSER EXISTING TOILET EXHAUST FAN RETURN AIR GRILLE OR DUCT THERMOSTAT (5 -DENOTES SENSOR) J SUPPLY AIR DUCT RISE JJJ TURNING VANES SIMILAR FOR RETURN AIR JJ TV X SUPPLY AIR DUCT DROP DUCT TRANSITIONS SIMILAR FOR RETURN AIR EXISTING DUCT WORK TO BRANCH DUCT REMAIN. THE TENANT'S SPIN -IN FITTING AND VOLUME DAMPER CONTRACTOR MUST VERIFY — — — EXACT SIZES AND ROUTING AT THE JOB SITE. G DUCT SMOKE DETECTOR EXISTING DUCT WORK TO BE REMOVED CONNECT TO EXISTING HSW HIGH SIDE WALL _ — _ NEW DUCTWORK TO BE FURNISHED AND LSW LOW SIDE WALL INSTALLED BY THE TENANT'S MC MECHANICAL CONTRACTOR CONTRACTOR. CONNECT TO EXISTING — — — DUCTWORK AS REQUIRED. INSULATE TO EC, ELECTRICAL CONTRACTOR MATCH EXISTING. Qp DRAWING LEGEND FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, ©H 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL ``\\, 11%1s1su)III//,�i No 64138 T.. T — Q F �.rslts Prohibition On Re—use and Copyright Notice: The information and specifications contained within thew drawings was prepared for use with the scope of work at the specific locolion indicated. Use of this information for other projects al other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and speciticulions, and the information contuiried within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically a,areed upon purposes without the written outharization from the signing architect and engineer of record outhoring these documents is strictly prohibited by the law. These drawings and specifications are subje.cl without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF 1� 7 a rR K SPORTS fir PROJECT TITLE SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE MECHANICAL PLAN SHEET NO. M 1 . O CH TYRONE PROTOTYPE (�)( E) U1H HE) SAr Kwlniem] Ol ALL WATER LINES, VENT LINES, DRAIN LINES, SPRINKLER LINES, ETC. SHALL BE OFFSET BELOW PLATFORM AND CONCEALED IN WALL ABOVE PLATFORM. DO NOT ROUTE PIPING, ETC. THROUGH STORAGE SPACE ABOVE PLATFORM OR ABOVE ELECTRICAL EQUIPMENT. 2O ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. REFER TO R15ER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. O RELOCATE EXISTING SERVICE SINK TO NEW LOCATION SHOWN. EXTEND 1/2" HW AND CW PIPING FROM NEW LOCATION AND RECONNECT TO EXISTING HW AND CW FEEDS. PROVIDE NEW 3" PVC WASTE PIPING FROM NEW LOCATION AND TIE INTO EXISTING WASTE/VENT PIPING. REFER TO STACK DIAGRAM ON THIS SHEET FOR ADDITIONAL INFORMATION. O RELOCATE EXISTING LAVATORY TO NEW LOCATION SHOWN. EXTEND 1/2" R) 15 3 HW AND CW PIPING FROM NEW LOCATION AND RECONNECT TO EXISTING HW AND CW FEEDS. PROVIDE NEW 1-1/2" PVC WASTE PIPING FROM NEW LOCATION AND TIE INTO EXISTING WASTE/VENT PIPING. REFER TO STACK DIAGRAM ON THIS SHEET FOR ADDITIONAL INFORMATION. O CAP OFF PIPING TO DEMOLISHED DRINKING FOUNTAIN. O CONNECT NEW 2" SANITARY LINE INTO THE EXISTING SANITARY. FIELD VERIFY EXACT LOCATION OF SANITARY PIPING BEFORE STARTING WORK. COORDINATE WITH LANDLORD'S REPRESENTATIVE. O CONNECT NEW 1-1/2" VENT PIPING INTO EXISTING VENT PIPING SYSTEM. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. EXISTING WATER HEATER AND ACCESSORIES (ABOVE RESTROOM PLATFORM) TO REMAIN. VERIFY PROPER WORKING OPERATION, REPLACE WITH EQUAL IF REQUIRED. EXTEND DRAIN/DISCHARGE LINES TO NEW SERVICE SINK LOCATION AS REQUIRED, TERMINATE WITH PROPER AIR GAP. O PROVIDE AND INSTALL NEW HI -LO DRINKING FOUNTAIN EQUAL TO OASIS OPAC51L, NON REFRIGERATED. CABINET FINISH: GREY5TONE. NOTE: UPPER UNIT REQUIRED ACCE55ORY APRON TO MEET ADA. EXTEND 1/2" CW PIPING FROM NEW LOCATION AND RECONNECT TO EXISTING CW MAIN. PROVIDE NEW 2" WASTE PIPING FROM NEW LOCATION AND TIE INTO EXISTING WASTE/VENT PIPING. REFER TO STACK DIAGRAM ON THIS SHEET FOR ADDITIONAL INFORMATION. VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDING, ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH LANDLORD CRITERIA. GONNEGTION TO E:XISTINO UTILITIES MUST BE GOORDINATED AND 5CHE:DULED IN ADVANCE WITH THE MALL OPERATIONS MANAGER. 5 DF 2 NOTE: ALL WATERPROOFIN6 IN TOILET ROOM SHALL BE INSTALLED BY A LANDLORD APPROVED GONTRAGTOR AT THE TENANT GONTRAGTOR'S EXPENSE AND SHALL BE IN5PEGTED BY THE LANDLORD'S REPRESENTATIVE PRIOR TO THE INSTALLATION OF THE FINISH MATERIALS. VERIFY ALL REQUIREMENTS WITH THE LANDLORD'5 DE5I6N CRITERIA. (E) VTR l� I SII I• I I (E) 2" I I 1 I I I. I I I (E) 2" i (E) WG (E) FD 'T.... (E) 4 CAP OFF (E) 1-1/2 (E) FD_.= " \ : lE) 3" (R) LV , r= ff tj J' (R) LV (E) Z"(E) I CAP OFF CO(E) 2 A) PLUMBING PLAN I SCALE: 1/2" = V-0" KB)l KB)PLUMBING CODED NOTES I(C)I SANITARY STACK I (R) 55 Design Weather Parameters & MSHGs FL 086 Seminole FL 12111/201'd Cowan + Associates 01:52PN Design Parameters: FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL �5N0 '; c1 ,.• i No 64138- E'O City Name _ __ _ Sanford DESIGN COOLING AREA NO. OUTDOOR AIR OA CFM/SF 5Q. FT. PEOPLE CFM PER PERSON DESIGN HEATING Location __ _ _ Florida COOLING DATA AT Jul 1300 COOLING OA DB / WB 90.2 OF / 75.0 OF HEATING DATA AT DES HTG HEATING OA DB / WB -` 37.0 OF / 31:1.°F Latitude.... . .... _ _.. 28.4 Deg. Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Longitude 81.3 Deg. Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 Elevation __ _ _ _...___._..._..103.0 ft Summer Design Dry -Bulb...... ____.., _ _ _ . .. ____-.. _ ..-___- . __,_.. _ 94.0 °F Summer Coincident Wet -Bulb_ . 76.0 OF Summer Daily Range _ ._--__.._. __ _ __ . _ ___ __.._.......... ................16.6 OF - Wall Transmission Prohibition On he—use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the low. Winter Design Dry—Bulb -_. _... _ ___.... .-__.-..._._ _.. 37.0 F ° Winter Design Wet -Bulb .__.... .._ .._ -__ _ _ _.._....-.. ..._..... .. __......... 31.1 F Atmospheric Clearness Number .. ... _ .......... _ _ _ .. _ _ _ __......... ........ .......... ....... 0.90 0 ft2 Those drawings and specification , and the information contained within, are. grid shall rernain the property cr the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. Average Ground Reflectance..... _ __. _ ....... .... _ .-.. .. .. 0.20 Soil Conductivity ...... ._.. _ _ ._ .. _... _ _ _ _ ......... ... 0.800 BTU/(hr-ft-°F) Local Time Zone (GMT +/- N hours) __.._.._.............................-.. 5.0 hours Roof Transmission 5323 ft2 There drawings and specification_, are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990 - 5323 ft2 Consider Daylight Savings Time _. __...._ ..... Yes Daylight Savings Begins 7 � - Window Transmission 0 ft2 0 REVISIONS 0 Daylight Savings Ends _.......... _ .....__ _ __. _ .. _ _ _ November, 15 Simulation Weather Data ....__ _ ..... _. -_. .. -_ __ .___ _ _ .__-.-._._ .... noneN/A Skylight Transmission 0 ft2 NO. DESCRIPTION DATE 0 - Door Loads 0 ft2 Current Data is ........_ ...- .... ............... ....... _ ........ _...... ... .... .... _....... ._ __ User Modified 0 ft2 0 - Floor Transmission 3428 ft2 0 - 3428 ft2 Design Cooling Months _- _ _ _ _ January to December - Air System Design Load Summary for (E) Vav's Project Name: FL 086 Seminole FL 12/11/2012 Prepared by: Cowan + Associates 01:52PM MINIMUM OA PER ASHRAE 62.1 2010 SPACE DESIGN COOLING AREA NO. OUTDOOR AIR OA CFM/SF 5Q. FT. PEOPLE CFM PER PERSON DESIGN HEATING OA SUBTOTAL COOLING DATA AT Jul 1300 COOLING OA DB / WB 90.2 OF / 75.0 OF HEATING DATA AT DES HTG HEATING OA DB / WB -` 37.0 OF / 31:1.°F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - Wall Transmission 0 ft2 0 0 ft2 0 - Roof Transmission 5323 ft2 25098 - 5323 ft2 11527 - Window Transmission 0 ft2 0 0 ft2 0 Skylight Transmission 0 ft2 0 0 ft2 0 - Door Loads 0 ft2 0 0 ft2 0 - Floor Transmission 3428 ft2 0 - 3428 ft2 0 - Partitions 0 ft2 0 0 ft2 0 - Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting 1780 W 4975 - 0 0 Task Lighting 9218 W 28292 - 0 0 - Electric Equipment 600 W 1882 - 0 0 People 51 8174 10200 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 10%/10% 6842 1020 10% 1153 0 >> Total Zone Loads - 75264 11220 - 12679 =' 0 Zone Conditioning - 90936 11220 - 12179 0 Plenum Wall Load 0% 0 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 4300 CFM 0 - 1009 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 4300 CFM 0 1009 CFM 0 - Space Fan Coil Fans 0 - 0 Duct Heat Gain / Loss 0% 0 - 0% 0 - .Total System Loads - - 90936 11220 - 12179 0 Central Cooling Coil - 90936 11225 - -14763 0 Preheat Coil - 0 - 0 Terminal Reheat Coils 0 - 26942 - >> Total Conditioning; .1 909361 11225 - 12179 0 Key: - Positive values are cig loads Negative values are htg loads Positive values are htg loads Negative values are clg loads MINIMUM OA PER ASHRAE 62.1 2010 SPACE MAX. OCCUPANCY PERSONS/1000 50. FT. AREA NO. OUTDOOR AIR OA CFM/SF 5Q. FT. PEOPLE CFM PER PERSON OA OA PEOPLE AREA OA SUBTOTAL 1.5 0.12383 9 CORRIDOR STOCK RM - 212 - - 0.06 - 13 13 202 1683 - _ - - - 0.12 - - 202 1010 GFM MINIMUM OA PROVIDED THROUGH MALL'S SUPPLY AIR TOTAL REQUIRED: 1009 CFM TOTAL PROVIDED: 1010 GFM HVAC LOAD SUMMARY & MINIMUM VENTILATION REQUIREMENTS DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 DRAWN BY: STAFF SPORTS rrvG:ma� PROJECT TITLE SEMINOLE TOWNE CENTER R00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE MECHANICAL DETAILS SHEET NO. M2mO CH TYRONE PROTOTYPE FOOT LOCKER, I NC. STORE PLANNING DEPT 112 WEST 34TH STREET WHITE PLUGMOLD (TYP.) 14 WHITE PLUGMOLD WHITE PLUGMOLD 19 NEW YORK, NY 10120 9 B-2 B-4,6,8 TO TELEPHONE BOARD L PROJECT COORDINATOR: — — — J B-20 B-1 B-1413 ,. (TIE) 2 COWAN + ASSOCIATES 5 (TYP.) 438 E. WILSON BRIDGE RD. 0NETWORKING CABINET SEE �.�'`�- 1 '2' '5' B-31 I C�1•® B-33 B-35 I I DETAIL AND DETAIL ON - -� 6B-7 SUITE 100 SHEET E4.0 FOR MOUNTING VAV-2 - - 6 2 ' l WORTHINGTON, OH 43085 6 - - R1�t I INFOA�TO-N.— — T — — — T — — — � I ' PHONE: (614) 436-0100 —+---+--- �----� — 4 21 # B-21 I I L — _L _L — _ _L _J 4 7 0 CONTACT: BRUCE MOODY B-26 I o' I 1 I 4 � B-18 8 4�► I I 13-16 0 I G. B-3 72 I. -J 30/3 POL�/ C��•® • ARCHITECT: • e -2a B-19 � I- - I I � —Z - NF DISC. L__�___�___� __I�_ I __j I WILLIAM PHILIP WHITE 6 I L 438 E. WILSON BRIDGE RD. I�I _ 10 WHITE LUGMOLD , (E) VAV-2 TYP.) 3 0 SUITE 100 F _ — _ T T _ _ — T — — — TA_1 13 S WORTHINGTON, OH 43085 — — � - — — — . — I PHONE: (614) 436-0100 II _ 15 f 160A/3 POLE/ CONTACT: BRUCE MOODY ' NF DISC. I I ENGINEER: GFI I ----r- --T—� 0 � -+-- — I 4 10 3 F I 1 L_ - E VAV-1 JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. OJGFIA-14 B-13 B-15 I- SUITE 100 f ------+----{--- 1 I I WORTHINGTON, OH 43085 - -_I I- L_ --_�---J---_—---� I L --- — — - - - -- — — — — — PHONE: (614) 436-0100 0 CONTACT: JIM KNOCHEL U �T -- __F _F -7 ---i---- - GFI F I ---�----�----�-----}--- I I B-9 SEAL —- - -�- - , L ----_J I I FA. ``����I11!!II!!►fi/►j! i I - -L - ----I -1-----L---� - Nr o 64138 .a I I I 7� • ., 1--. - •~�� ����1� I— — — - — — — - — — — — — — + — 13 TYP.) . 1EJ ••• . ��i.�rrs����i'��..���`` / 3 B-5 L - �-----� O WHITE PLUGMOLD l SF $ B-10 6 • • B-30 (TYP.) B-14 Prohibition On Fe use and Copyright Notice: ;..B-32 WHITE B-5 AV—I B-14 V PLUGMOLD -34 B-36 13 The information and specifications contained within these drawings was prepared for use with the scope of work al the specific location indicated. Use of this information for other projects of other locations or differing scopes of work I 16 B-24 unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly by the law. prohibited These drawings and specifications, and the information contained within, are and shall remain the property of the author(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written WHITE PLUGMOLD authorization from the signing architect and erigineer Of record authoring these documents is strictly prohibited by the low. Ihesc drawings and specifications are subject without limitation to copyright protection cis an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS No. DESCRIPTION DATE FIELD VERIFY ALL CONDITIONS OWNER COMMENTS 2-20-13 DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DE51GN AND INCLUDE IN HIS BID ALL C05TS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST, BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE C05TS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING DATE: 12-13-12 CODES AND DESIGN INTENT. SCALE: AS NOTED SCALE: 1 ELECTRICAL POWER PLAN - 3/1611 = 1 1-011 GROSS AREA: 5,503 SQ. FT. ALL SYMBOLS DO NOT NECESSARILY APPLY (R) = EXI5TINCx FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES SALES AREA: 3,584 SQ. FT. PROJECT # : FL -086 SYMBOL DESCRIPTION MOUNTING NGT. TO CENTERLINE SYMBOL DESCRIPTION MOUNTING HGT. TO CENTERLINE SYMBOL DESCRIPTION MOUNTING NGT. TO CENTERLINE UNLESS OTHERW15E NOTED UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED DRAWN BY: STAFF Q WIRED JUNCTION BOX SEE DRAWINGS MANUAL MOTOR STARTING SWITCH W/ PILOT LIGHT TELEPHONE OUTLET DATA OUTLET 48" A.F.F. (TYP) 18" A.F.F. (TYP) 18" AFF. (TYP) 0 FIRE ALARM BREAK STATION 48" AFF. (TYP) 80" A.F.F. (TYP) AT FINISH CEILING DUPLEX RECEPTACLE, 3 WIRE GRD. TYPE, 20A 18" 4.FF. (TYP) 18" AFF. (TYP) FIRE ALARM AUDIO/VISUAL SIGNAL DEVICE �UJP DUPLEX RECEPTACLE, WEATHERPROOF,20A C-iROUND FAULT PROTECTED DUPLEX RECEPTACLE, 20A b SMOKE DETECTOR D�)C,FI 18" AFF. (TYP) 18" A.F.F. (TYP) FIRE ALARM VISUAL SIGNAL DEVICE 80" A.F.F. (TYP) QUADRAPLEX WALL RECEPTACLE, 20A 18" A.F.F. (TYP) 18" A.F.F. (TYP) © PANIC EXIT DOOR LOCK G.F.I. W/LIGHT 4 SWITCH AS REQUIRED SAFETY SWITCH AS REQUIRED ® HVAC DUCT MOUNTED SMOKE DETECTOR �4 PUSHBUTTON STATION 48" A.F.F. (TYP) AS REQUIRED ® MAGNETIC MOTOR STARTER COMBINATION STARTER/SAFETY SWITCH AS REQUIRED ^- S P Q R T S ® LOW VOLTAGE BUZZER TRANSFORMER DOOR BUZZER AS REQUIRED a 54" A.F.F. (TYP) ® MOTOR OUTLET - I PHASE AS REQUIRED 1 20AMP, 120V., ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLE( HUBBELL #IG -5362) O WIRE THROUGH LIGHTING CONTACTOR LC -2 CONTROLLED BY TIME 18 (NOT USED) 11'-B" PROJECT TITLE FOR CASH REGISTERS. DO NOT INSTALL WITH ANY OTHER CIRCUITS.LOCATE CLOCK. REFER TO SHEET E3.0 FOR MORE INFORMATION. RECEPTACLES AT CASH/WRAP COUNTER AS DIRECTED BY OWNER/ARCHITECT. RUN 2 #12 THHN AND 1 #12 ISOLATED GRD. PER CIRCUIT IN A COMMON 1" CONDUIT IN FLOOR O MOUNT DUPLEX RECEPTACLE VERTICALLY BELOW COUNTER AT 18" A.F.F. TO CENTER OF 19 MOUNT 5ALE5 AREA DUPLEX REGEPTAGLES AND GOVERPLATES AT 18" A.F.F.. WHERE 1 SLAB TO WALL, UP WALL AND TO PANEL. RECEPTACLE, AND 38-1/2" RIGHT OF BACKWRAP CENTERLINE. IND HALL PANELS,MOUNTHORIZONTALLY GIRGUTACLE5 AREA a SEMINOLE TOWNE CENTER 'A' 'B' 1 CONDUITS RUN IN FLOOR. CUT AND PATCH FLOOR AS REQUIRED. COORDINATE ONDGATBE AND SHALLAT BE WHITE WHERE 9 ELEGTRIGAL CONTRAGTOR TO PROVIDE AND INSTALL AT PANELS 6 TYPED EXISTING VARIABLE AIR VOLUME UNITSVAV-1 10 (,VAV-2). REUSE EXISTING CONDUCTORS O MOUNTED ON COLUMNS. REGEPTAGLES AND COVERPLATES 5HALL BE BROWN WHERE I 00 TOWNE CENTER CIRCLE PANEL DIREGTORY WITH ALL GIRGUIT5 AGGURATELY DE5GRIBED PRIOR TO FLOOR CUTTING WITH LANDLORD PRIOR TO STARTING WORK. AND CONDUIT. MOUNTED ON SALES WALLS. / STORE OPENING. O RECEPTACLES AND COVERPLATES WITH AN "SF" DESIGNATION SHALL BE FLUSH MOUNTED 20 IF NOT EXISTING PROVIDE 20AMP, 120V., ISOLATED GROUND/DEDICATED GIRGUIT, SANFORD, FL 32771 IN CEILING AT STOREFRONT, PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS 11 EXISTING WATER HEATER -120V, 1.5KW TO REMAIN FIELD VERIFY EXACT LOCATION. / SPACE K04 ALL REGEPTAGLES AND SWITCH PLATES IN SALES AND NON -SALES AREA SHALL INDICATED. (NEC ART. 210-62) REGEPTAGLE (HUBBELL #16-5362) MOUNTED AT 48" A.F.F. DO NOT INSTALL WITH ANY OTHER / BE WHITE UNLESS DIREGTED OTHERWISE. TYPICAL MOUNTING HEIGHT IS 15" A.F.F. O TELEPHONE OUTLET (VOICE). USE 4" SQUARE JUNCTION BOX WITH PHONE JACK AND GIRGUIT5 RUN 2 #12 THWN AND I #12 ISOLATED GRD. IN SINGLE 3/4" CONDUIT BACK TO PANEL FOR COMPUTER TERMINAL. / ACCESS EXCEPT AT GOUNTER5 OR MANAGERS DECK. COVERPLATE. RUN 1" EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO TO TELEPHONE BOARD. 12 (NOT USED) 21 IF NOT EXISTING PROVIDE A DEDIGATED QUAD REGEPTAGLE FOR AN SYSTEM MOUNTED AT PANEL / LOCATION 14508 STRUCTURE ABOVE, BACK — — — — — — — STORE NO. SUMMARY OF TELEPHONE LINE REQUIREMENTS- 13 E.C. SHALL INSTALL NEW 6 PLUGMOLD SECTION MOUNTED ABOVE NEW SLAT -WALL 48" A.F.F. TO BE FURNISHED AND INSTALLED BY AUDIO/VIDEO GONTRAGTOR. TENANT E.G. TO --- / ALL CONDUITS SHALL BE GONGEALED IN WALL5 AND OUTLET BOXES SHALL BEALSO (1) LINE REQUIRED AT MANAGERS DESK FOR HANDSET. AROUND 11'-0" A.F.F. RECEPTACLES TO BE LOCATED ALONG PLUGMOLD ASSEMBLY AT FURNI5H AND INSTALL GONDUIT AND PULL WIRE TO ALL A/V LOGATION5 AS REQUIRED FLUSH WITH FINISHED WALL UNLESS OTHERWISE (1) LINE REQUIRED AT NETWORKING CABINET. 12" O.C. WIREMOLD CAT# WH2OGB612 OR EQUAL. E.C. SHALL INSTALL COUPLINGS BY AN VENDOR. CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. SHEET TITLE (1) DEDICATED PHONE LINE AT CASHWRAP FOR CREDIT VERIFICATION, EQUIPMENT, BETWEEN TO CONNECT CIRCUITING BETWEEN SECTIONS OF PLUGMOLD (NO MORE THAN (5) ALL WORK SHALL BE IN STRICT AGGORDANGE WITH NATIONAL ELEGTRIG CODE MODEM, ETC. REFER TO CABLE BLOCK DIAGRAM ON SHEET E4.0. 6' SECTIONS PER 20A CIRCUIT). PLUGMOLD SECTION IS PROVIDED BY TENANT. AND ALL LOGAL GODES AND ORDINANGES. 0 20AMP, 120V., DUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER. I I LOCATE RECEPTACLES AT CASH WRAP COUNTER AS DIRECTED BY OWNER. RUN 2 #12 14 EXISTING ELECTRIC SERVICE EQUIPMENT TO REMAIN. SEE RISER DIAGRAM AND PANEL THW AND 1 #12 GRD IN 1" CONDUIT IN FLOOR SLAB TO WALL, RUN UP WALL TO SCHEDULES ON SHEET E3.0 FOR ADDITIONAL INFORMATION. ELECTRICAL JUNCTION JUNCTION BOX AND CONNECT TO CIRCUIT INDICATED. REFER TO CABLE BLOCK DIAGRAM ON SHEET E4.0. 15 POWER AND SECURITY CAMERAS TO BE FURNISHED AND INSTALLED BY CHAMPS VENDOR. TEL. CONDUIT POWER PLAN O6 INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARDS #1786C -B PUSH 16 IF NOT EXISTING TENANT E.0 TO PROVIDE DEDICATED 120V., 1 PH. FOR EXIT DEVICE. THIS SPARE BUTTON AT REAR DOOR, #590 TRANSFORMER, #725 BUZZER AT MANAGER'S DESK AND AT PANIC DEVICE TO BE INSTALLED BY THE TENANT'S CONTRACTOR -A POWERSUPPLY FOR CASH WRAP AS INDICATED. REUSE EXISTING DEVICES WHERE POSSIBLE. ALARM NEEDS TO BE INSTALLED ADJACENT TO THE DOOR FRAME. SEE DETAIL '6' ON ISOLATED GROUND O7 PROVIDE JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN CONCEALED LOCATION AND FINAL SHEET E4.1. CIRCUIT CONDUIT CONNECTION FOR 120 VOLT SIGNS. SIGNS FURNISHED BY TENANT. COORDINATE EXACT 17 1/2" EMPTY CONDUIT WITH PULL STRING FROM AC UNIT TO THERMOSTAT. REFER TO UTILITYEl LOCATIONS WITH TENANT'S CONSTRUCTION MANAGER. MECHANICAL DRAWINGS FOR EXACT LOCATION. POWER CONDUIT SHEET NO. IN 2 GENERAL POWER NOTES 3 POWER CODED NOTES 4 TYP. CONDUIT STUB -UP @ CASHWRAP CH TYRONE PROTOTYPE FIELD VERIFY ALL CONDITION DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ELECTRICAL CONTRACTOR TO POSITION TRACK LIGHTS TOWARD MERCHANDISE DISPLAYS ON PERIMETER 4 IN SHOW WINDOWS. r3)1 LIGHTING GENERAL NOTES 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 2• LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. 3. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES. 4. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE 120 VOLT WITH BATTERY BACKUP. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. LIGHT FIXTURE AND EQUIPMENT SCHEDULE TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP OL -01 a 3 TECH LIGHTING 100 TD PSP24 SW S - PENDANT LIGHT - 120V (FACTORY FINISH) PHILIPS 2,100-K CFL SCREW-IN O 10 O O MOUNTED TO 1'4" AFF BTM. OF FIXTURE- (1) EL/mdT 23W PHILIPS TIPPLE TUBE CFL 4 -PIN TIME OVERRIDE 6EN. 5ALE5 5096 GEN. C511421/UCCL + FA GSA36 (WHITE=INISH) - COMPACT FLUORESCENT - PDI -0- LTCB. 40 LIGHTOLIER 12OW211V - NEED 11" STEM KIT WITH LUMINAIRE - FIXTURE TO BE MOUNTED 'T05-1' TO LAY -IN CEILING SYSTEM (U PL -T 42W/835/4P/ALTO 0 6 LIGHTOLIER RI 8023 CCLP + 68142VU - RECESSED DOILNLIGHT - 120V1211V PHILIPS TIPPLE TUBE CFL 4 -PIN 29 LIGHTOLIER C6T6VW CCDP + C610TbE2 RECESSED DOU.NLIGHT - 211v (1) PL -T 42W/835/4P/ALTO R2 PHILIPS CDM Tb "ELITE" G12 -FIN (1) CDM Elite 10/fb/930 LIGHTOLIER ADVENT LYTESPAN I AND 2 CIRCUIT TRACK - 120Y (WHITE FINISH) SEE PLAN INDIVIDUAL: W-61021SIBK JOINER: 8'-6103NBK PLAIN: 8'-6108N5K, 12'=6112N5K SEE PLAN LIGHTOLIER ADVENT LYTESPAN I AND 2 CIRCUIT TRACK - 120V (WHITE FINISH) INDIVIDUAL: 4'-b101N5K PLAIN: 4'-6104NBK PHILIPS CDM Tb "ELITE" G12 -FIN T1 8 % LIGHTOLIER 8122BK 4 MHT6RNF - TRACK LIGHT - 120V (WHITE FINISH) NTbRNF CLEAR NARROM FLOOD REFLECTOR (SOLD SEPARATELY) (U CDM Elite 10/Tb/930 fo 11 LIGHTOLIER 94115K - TRACK LIGHT - 120V (WHITE FINISH) T2 PHILIPS T5 HO LINEAR FLUORESCENT 2 MERCURY (1) F54T5/835/HO/ALTO (2) F032/830 32W T8 FLUORESCENT LAMP FI -6 MM132-DCT/8T-C-ELB-UNI - 8' - I LITE TANDEM FLUORESCENT STRIP W/ 8 MERCURY PAL 40TW CRUSH GUARD SAFETY SLEEVE 4 PAL T8 CAP MM-132-OCT-C-EL5-UNI - 4' - I LITE FLUORESCENT STRIP W/ PAL 40TW FI -4 CRUSH GUARD SAFETY SLEEVE 4 PAL TO CAP (1) F032/830 32W T8 FLUORESCENT LAMP FI -4 ® 9 MM-132-OGT-C-EL5-UNI-EMPK/132 - 4' - 1 LITE FLUORESCENT STRIP W/ EM/NL 20 EXISTING PAL 40TBC CRUSH GUARD SAFETY SLEEVE t PAL TO CAP 4'-0" EXPOSED DOUBLE LAMP FLUORESCENT LIGHT FIXTURE. (1) F032/830 32W T8 FLUORESCENT LAMP F2-4 G.G. TO RE -LAMP AS REQUIRED (2) F032/830 32W TS FLUORESCENT LAMP ® I 11 HIGHLITES ASTRALITE EI - - 5P -LED -5-R EXIT LIGHT WITH BATTERY PACK E2 i� EU -2 -H -W -TD HALOGEN TWO HEAD EMERGENCY LIGHT WITH TIME DELAY MOUNTED AT 13'-b' AFF OR MAX ALLOWABLE BY CODE E314 4 LIGHTALARMS EXIT / EMERGENCY 2 -HEAD COMBO, RED LETTERS ® b I PART 0: UQLX0500R-25Q SP BOSE BOSE 0816F PENDANT SPEAKER MOUNTED AT 12'-0" AFF. F53 PENDANT SUBWOOFER MOUNTED AT 12'-0" AFF. SW f I CCTV CCTV MONITOR WITH 9 CAMERAS - BOTTOM AT 12'-0" A.F.F. (1)100 WATT INCANDESCENT LAMP CC 9 VIDEO DOME - CCTV CAMERA (BLACK) D ® 2 - EXISTING FANLIGHT UNIT G.G. TO RE -LAMP AS REQUIRED (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) - EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES NL : DENOTES NIGHT LIGHTS EM - DENOTES EMERGENCY LIGHT ELECTRICAL LIGHTING PLAN r II 0 2 3 lU- f y �W R2 4 D OII i' ELEGTRI GAL 5YMB0L5 MOUNTING HOT. TO CENTERLINE ALL SYMBOLS DO NOT NEGE55ARILY APPLY UNLE55 OTHERWI5E NOTED ED 15" VGA MONITOR 0 MINI DOME CAMERA APV MONITOR WITH CAMERA CCTV SYSTEM: G.G. TO MOUNT ELECTRICAL BOX, PAINTED BLACK, AT UNDERSIDE OF UNISTRUT WITH 3/4" DIA. BLACK CONDUIT TO ELECTRICAL BOX, PAINTED BLACK AT 12'-0" AFF. FOR EACH CAMERA LOCATION. CCTV VENDOR TO ENSURE ALL WIRES ARE BLACK, PLENUM RATED AND BUNDLED WITH BLACK NYLON TIES. VERIFY LOCAL CODE REQUIREMENTS FOR LOW VOLTAGE CCTV. 2)1 LIGHTING CODED NOTES O TELEVISIONS: TO BE INSTALLED BY VENDOR WTH PEERLESS CEILING MOUNT. TENANT G.C. TO COORDINATE ELECTRICAL. G.C. TO SUPPLY AND INSTALL UNISTRUT FROM STRUCTURE ABOVE. TO BE MOUNTED AT S' -O" A.F.F. TO BOTTOM OF MONITOR AND BRACKET. AIV VENDOR TO MAKE FINAL CONNECTION BETWEEN MONITORS AND TO ASSURE COMPATIBLE PICTURE DISPLAY. G.C. TO ENSURE ALL TELEVISION MONITORS HAVE SAFETY STRAPS PROPERLY SECURED PER TRU55 SYSTEM MFG'S INSTRUCTIONS AND SPECIFICATIONS. OI FIXED CAMERA (MINI DOME) SALES FLOOR - REFER TO CAMERA DIRECTIONAL ARROW ON PLAN - COLOR CAMERA W/4 -8.l AIVF LENS O WIRE THRU LIGHTING CONTACTOR 'LC -2' CONTROLLED BY TIME CLOCK. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0. O3 WIRE THRU LIGHTING CONTACTOR 'LC3', CONTROLLED BY THE TIME CLOCK AND THRU SWITCH 'd'. SEE SWITCH BANK DETAIL 4 ON THIS SHEET. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0 O ALL SALES EMERGENCY EGRESS LIGHTS/EXIT SIGNS TO BE CIRCUITED TO LIGHTING CIRCUIT A-4 AHEAD OF ANY SWITCHES OR LIGHTING CONTACTORS. O SALES NIGHT LIGHTS TO BE WIRED TO CIRCUIT A-4. O WIRE THROUGH LIGHTING CONTACTOR LC -1 CONTROLLED BY SWITCH "c" AND TIMECLOCK. SEE LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0. CONTACTOR SHALL BE WALL MOUNTED ADJACENT TO LIGHTING PANEL. SEE SWITCH BANK DETAIL ON THIS SHEET AND "POWER RISER" ON SHEET E3.0. O CAMERA 0 1 FRONT ENTRANCE PUBLIC VIEW (MINI DOME)ADVANCED PUBLIC VIEW (PENDANT MOUNT)COLOR CAMERA W/4-8.Omm AIVF LENS. O8 MASTER SWITCH BANK TO BE LOCATED AT REAR DOOR TO SALES AREA. SEE DETAIL '4' ON THIS SHEET. O WIRE THRU LIGHTING CONTACTOR LC3 FOR GENERAL SALES LIGHTING CONTROLLED BY TIME GLOGK AND THRU SWITCH 'a'. SEE SWITCH BANK DETAIL 4 ON THIS SHEET. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0 10 WIRE THRU LIGHTING CONTACTOR LC3 FOR 50%'o GENERAL SALES LIGHTING CONTROLLED BY TIME CLOCK AND THRU SWITCH 'b'. SEE SWITCH BANK DETAIL 4 ON THIS SHEET. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0 II EMERGENCE FIXTURES TO BE AIRED TO LOCAL CIRCUIT AHEAD OF ALL 5AITCHING AND ENERGY MANAGEMENT 5Y5TEM CONTROL. 12 EXISTING LIGHTHAUSE TO BE RELOCATE TO THIS LOCATION. 13 WIRE THRU LIGHTING CONTACTOR 'LC3', CONTROLLED BY THE TIME CLOCK AND THRU SWITCH INDICATED. SEE DETAIL 3 LIGHTING CONTACTOR DIAGRAM ON SHEET E3.0 DALES BALES SALES NON-5ALE5 STORE AREA AREA AREA AREA a b C d O 10 O O TIME OVERRIDE 6EN. 5ALE5 5096 GEN. 5ALE5 DISPLAY STOCK ROOM 5AITGH LTCB. 5ALE5 LTCB. LTG. LTCB. 'T05-1' 4)1 MASTER LIGHTING SWITCH BANK I SCALE: 3/16" = 1'-0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL %rX Prohibition On Re use and Copyright Notice: The information and specifications conlained within these drawings was prepared for use with the scope of work at the specific location indicated. Use of this inlorme tion for other projects at other locations or dilfering scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications, and the information contained within, are and shall remain the properly of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. REVISIONS NO. DESCRIPTION DATE A OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF SPORTS PROJECT TITLE �SEMINOLE TOWNE CENTER 00 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE ELECTRICAL LIGHTING PLAN SHEEP NO. E2mO CH TYRONE PROTOTYPE (E) 60ANF/WP DISCONNECT (E) 3OA/NF/WP DISCONNECT 11 ONE LINE RISER DIAGRAM AND PANELSCHEDULES 1, HVAC CIRCUIT BREAKERS SHALL BE "HACR" TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.G. 2. TENANTS ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT A.I.C. RATING OF LANDLORDS DISTRIBUTION EQUIPMENT, FURNISH AND INSTALL TENANTS SYSTEM TO MATCH. 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% BETWEEN PHASES: A/B, B/C, AIC. REGARDLESS OF CIRCUITING INDICATED. 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.G. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 6. BOND NEUTRAL TO GROUND AT DISCONNECT SWITCH IF NOT BONDED ON LINE SIDE OF DISCONNECT SWITCH. IF NEUTRAL IS BONDED ON LINE SIDE OF DISCONNECT SWITCH, DO NOT BOND AT DISCONNECT SWITCH. 7. MAXIMUM LENGTH OF TAP CONDUCTORS ON TRANSFORMER SECONDARY SHALL NOT EXCEED 10'-0" IN LENGTH. 5. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 9• EQUIPMENT NAMEPLATE PER N.E.C. 10- ALL NEW EQUIPMENT TO MEET CURRENT N.E.C. CODE. (2) POWER RISER GENERAL NOTES R SCALE: N.T.S. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS, THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN H15 BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. Panel ID: Location: Mounting: Main Type: A STOCKROOM SURFACE 100 AMP MCB B STOCKROOM SURFACE 100 AMP MCB Voltage: Phase: Wire: Main Size: 480 3 4 225 / Amps 277 Panel Type: EXISTING Type Encl.: NEMA -1 EXISTING NEMA -1 N.E.C. CONNECTED KVA N.E.C. DEMAND FACTOR All phases to be balanced to within 10% using actual connected loads. 1.0 12.823 12.823 1.25 16.029 CKT NO. WIRE SIZE BRANCH CIRCUIT DESCRIPTION CKT BKR SIZE CKT BKR OPTION N.E.C. LOAD (KVA) ACTUAL LOAD KVA PHASE ACTUAL LOAD KV N.E.C. LOAD KVA CKT BKR OPTION CKT BKR SIZE BRANCH CIRCUIT DESCRIPTION WIRE SIZE CKT NO. 1 12 SALES LIGHTS 20/1 LC3 1.491 1.491 A I .770 0.770 LC2 20/1 SF DOWN LIGHTS 12 2 3 12 CORRIDOR LIGHTS 20/1 LC3 0.192 0.192 B 0.360 0.360 IG 20 1 EM/EX/NL LIGHTS 12 4 5 12 50% SALES LIGHTS 20/1 LC3 1.652 1.652 MISCELLANEOUS C 1.760 1.760 LC3 20/1 STOCKROOM LTS 12 6 7 12 SPARE 20/1 LC2 0.000 0.000 A ELECTRICAL MINIMUM ELECTRICAL 7.823 8.744 E 50/3 30 KVA E 8 9 12 SPARE 20/1 0.000 0.000 B 7.872 8.620 -- -- TRANSFORMER -> (E) 10 11 12 SPARE 20/1 0.000 0.000 C 7.321 10.080 -- -- PANEL 'B' E 12 13 12 SPARE 20/1 0.000 0.000 A 3.120 3.120 (E) 20/1 VAV-1 (E) 14 15 12 SPARE 20/1 0.000 0.000 B 10.500 10.500 E 50/1 VAV-2 (E) 16 17 SPARE 20/1 0.000 0.000 C 0.000 0.000 20/1 SPARE 12 18 19 12 SPARE 20/1 0.000 1 0.000 JA A 1 0.000 1 0.000 20/1 SPARE 12 20 21 12 SPACE 20/1 0.000 0.000 A B 1 0.000 1 0.000 20/1 SPACE 22 23 12 SPACE 20/1 1 0.000 1 0.000 1 I C1 0.000 1 0.000 20/1 SPACE 12 24 25 Actual Load Panel Summary Phase A: 13.2 Phase B: 18.9 Phase C: 10.7 Total: 42.8 KVA KVA KVA KVA N.E.C. Load Panel Phase A: Phase B: Phase C: Total: Summary 14.1 KVA 19.6 KVA 13.5 KVA 47.3 KVA 51.0 70.9 48.7 56.8 AMPS AMPS AMPS AMPS JLC# Breaker Options (If Used): (E) - Breakers&Conductors to Remain LO - Lock -On Device TC - Wire Thru TimeClock - Wire Thru Lighting Contactor # HR - HACR Rated Circuit Breaker (E) 60ANF/WP DISCONNECT (E) 3OA/NF/WP DISCONNECT 11 ONE LINE RISER DIAGRAM AND PANELSCHEDULES 1, HVAC CIRCUIT BREAKERS SHALL BE "HACR" TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.G. 2. TENANTS ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT A.I.C. RATING OF LANDLORDS DISTRIBUTION EQUIPMENT, FURNISH AND INSTALL TENANTS SYSTEM TO MATCH. 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% BETWEEN PHASES: A/B, B/C, AIC. REGARDLESS OF CIRCUITING INDICATED. 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.G. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 6. BOND NEUTRAL TO GROUND AT DISCONNECT SWITCH IF NOT BONDED ON LINE SIDE OF DISCONNECT SWITCH. IF NEUTRAL IS BONDED ON LINE SIDE OF DISCONNECT SWITCH, DO NOT BOND AT DISCONNECT SWITCH. 7. MAXIMUM LENGTH OF TAP CONDUCTORS ON TRANSFORMER SECONDARY SHALL NOT EXCEED 10'-0" IN LENGTH. 5. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 9• EQUIPMENT NAMEPLATE PER N.E.C. 10- ALL NEW EQUIPMENT TO MEET CURRENT N.E.C. CODE. (2) POWER RISER GENERAL NOTES R SCALE: N.T.S. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS, THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN H15 BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. $'0' GENERAL 5ALE5 LT5 5096 GENERAL SALES LT5 STOCKROOM L CORRIDOR L OUTPUT CONTACT FROM TIMEGLOGK LIGHTING CONTACTOR LC -3 GENERAL LIGHTING CONTACTOR G 4 POLE 30A 120\/ HOLDING COIL A -I NALL P15PLAY TRACK LT5 NALL D15PLAY TRACK LT5 A-5 NALL P15PLAY TRACK LT5 A-6 SPARE A-3 PROVIDE LIGHTING CONTACTOR WITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA -I BOX 3)1 LIGHTING CONTACTORS DIAGRAM LIGHTING CONTACTOR LC -1 NALL D15PLAY TRACK LIGHTING CONTACTOR B-25 B-2-7 SPARE B-12 OUTPUT CONTACT FROM 4 POLE 30A TIMEGLOCK 120\/ HOLDING COIL c' PRO\/IDE LIGHTING GONTAGTOR KITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA -I BOX STOREFRONT 516N WINDOW REG. WINDOW TRACK LT5 WINDOW DONN LIGHTS OUTPUT CONTACT FF TIMEGLOGK LIGHTING CONTACTOR LC -2 STOREFRONT LIGHTING CONTACTOR PROVIDE LIGHTING CONTACTOR WITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA- I BOX 5-12 B-12 TIME CLOCK TORK #DT5400A MULTI -PROGRAM TIME CLOCK WITH 4 CIRCUIT OUTPUT. PROGRAM TIMEGLOGK AS DIREGTED BY STORE MANAGER INPUT CIRCUIT #1 CIRCUIT #2 CIRCUIT #3 CIRCUIT POWER #4 + 11 +C LIGHTING CONTACTOR LG -I SPARE SPARE LIGHTING CONTACTOR LG -3 PROVIDE NATTSTOPPER MODEL T5-400 FOR TIME OVERRIDE 5NITGH (T.0.5. -I) PROGRAM FOR MAXIMUM OF 2 HOURS LIGHTING GONTAGTOR LG -2 FoOTLoCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL '0 �1�r,1111 No 64138 •. A E Prohibition On Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with I}ie scope of work at the specific location indicoled. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring thrsr documents is strictly prohibited by the law. These drawings and specifications, and the information contuined within, are and shall remain the properly of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written aathcriudion from the signing architect and engineer of record authoring those documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. �NO. DESCRIPTION I DATE /I\ 1OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER X200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE ELECTRICAL POWER RISER & SCHEDULES SHEET NO. E3w0 CH TYRONE PROTOTYPE ELECTRICAL Panel ID: Location: Mounting: Main Type: B STOCKROOM SURFACE 100 AMP MCB Voltage: Phase: Wire: Bus Amperage: 208 3 4 125 / Amps 120 Panel Type: Type Encl.: EXISTING NEMA -1 N.E.C. CONNECTED KVA N.E.C. DEMAND FACTOR N.E.C. FEEDER DEMAND KVA LIGHTING All phases to be balanced to within 10% using actual connected loads. 1.0 12.823 12.823 1.25 16.029 CKT NO. WIRE SIZE BRANCH CIRCUIT DESCRIPTION CKT BKR SIZE CKT BKR OPTION N.E.C. LOAD (KVA) ACTUAL LOAD KVA PHASE ACTUAL LOAD KVA N.E.C. LOAD KVA CKT BKR OPTION CKT BKR SIZE BRANCH CIRCUIT DESCRIPTION WIRE SIZE CKT NO. 1 12 TELEPHONE REC. 20/1 0.000 0.180 0.180 A 0.000 0.180 0.180 0.000 20/1 CASHWRAP REC. 12 2 3 1 12 OFFICE REC. 20/1 IG 0.360 0.360 B 0.360 0.360 IG 20/1 CASHWRAP REC. 12 4 5 12 STKRM CORR REC. BZR 20/1 1.500 0.920 0.920 MISCELLANEOUS C 0.360 0.360 IG 20/1 CASHWRAP REC. 12 6 7 12 SIGN 20/1 LC2 1.200 1.200 A ELECTRICAL MINIMUM ELECTRICAL 0.000 0.000 1180 V - 3 PHASE 80AMPS 20/1 SPARE 8 9 12 WATER COOLER 20/1 0.400 0.400 B 0.720 0.720 LC2 20/1 STOREFRONT REC 12 10 11 1 12 SPARE 20/1 0.000 0.000 C 0.400 0.400 20/1 1 TC AND LC-# 12 12 13 12 OFF/R.R LIGHTS/REC/FAN 20/1 0.824 0.824 A 0.720 0.720 20/1 SALES AREA REC. 12 14 15 12 WATER HEATER 20/1 1.500 1.500 B 0.180 0.180 20/1 ENTRY DISPLAY 12 16 17 SPARE 20/1 0.000 0.000 C 0.180 0.180 201/1 NETWORK CABINET REC 12 18 19 12 OFFICE REC. 20/1 0.540 0.540 A 0.180 0.180 20/1 BACKWRAP 12 20 21 1 12 AUDIO REC. 20/1 0L.30- 0 A B 0.000 0.000 20/1 1 SPARE 22 23 12 TRACK LIGHTING 20/1 LC1 00 1.040 I C 0.180 0.180 20/1 SECURITY 12 24 25 12 TRACK LIGHTING 20/1 LC1 2.400 1.479 A 0.180 0.180 20/1 OFFICE REC. 12 1 26 27 12 TRACK LIGHTING 20/1 LC1 k 2.400 1.652 B 0.180 0.180 20/1 OFFICE REC. 12 28 29 12 SF TRACK LIGHTING 20/1 LC2 %2.400 1.001 C 0.900 0.900 20/1 PLUG MOLD REC. 12 30 31 12 PLUG MOLD REC. 20/1 1. 0 A 1.080 1.080 20/1 1 PLUG MOLD REC. 12 32 33 12 PLUG MOLD REC. 20/1 1.080 1.080 B 1.080 1.080 20/1 PLUG MOLD REC. 12 34 35 1 12 PLUG MOLD REC. 20/1 1.080 1.080 C 1.260 1.260 20/1 PLUG MOLD REC. 12 36 37 SPACE 0.000 0.000 A 0.000 0.000 SPACE 38 39 SPACE 0.000 0.000 B 0.000 0.000 SPACE 40 41 SPACE 0.000 0.000 C 0.000 0.000 1 SPACE 42 Actual Load Panel Summary Phase A: 7.8 Phase B: 7.9 Phase C: 7.3 Total: 23.0 KVA KVA KVA KVA N.E.C. Load Panel Phase A: Phase B: Phase C: Total: Summary 8.7 KVA 8.6 KVA 10.1 KVA 27.4 KVA 72.9 71.8 84.0 76.2 AMPS AMPS AMPS JIG- AMPS Breaker Options (If Used): TC - Wire Thru TimeClock LC# - Wire Thru Lighting Contactor # Isolated Ground Conductor Connnected to Building Steel HR - HACR Rated Circuit Breaker $'0' GENERAL 5ALE5 LT5 5096 GENERAL SALES LT5 STOCKROOM L CORRIDOR L OUTPUT CONTACT FROM TIMEGLOGK LIGHTING CONTACTOR LC -3 GENERAL LIGHTING CONTACTOR G 4 POLE 30A 120\/ HOLDING COIL A -I NALL P15PLAY TRACK LT5 NALL D15PLAY TRACK LT5 A-5 NALL P15PLAY TRACK LT5 A-6 SPARE A-3 PROVIDE LIGHTING CONTACTOR WITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA -I BOX 3)1 LIGHTING CONTACTORS DIAGRAM LIGHTING CONTACTOR LC -1 NALL D15PLAY TRACK LIGHTING CONTACTOR B-25 B-2-7 SPARE B-12 OUTPUT CONTACT FROM 4 POLE 30A TIMEGLOCK 120\/ HOLDING COIL c' PRO\/IDE LIGHTING GONTAGTOR KITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA -I BOX STOREFRONT 516N WINDOW REG. WINDOW TRACK LT5 WINDOW DONN LIGHTS OUTPUT CONTACT FF TIMEGLOGK LIGHTING CONTACTOR LC -2 STOREFRONT LIGHTING CONTACTOR PROVIDE LIGHTING CONTACTOR WITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA- I BOX 5-12 B-12 TIME CLOCK TORK #DT5400A MULTI -PROGRAM TIME CLOCK WITH 4 CIRCUIT OUTPUT. PROGRAM TIMEGLOGK AS DIREGTED BY STORE MANAGER INPUT CIRCUIT #1 CIRCUIT #2 CIRCUIT #3 CIRCUIT POWER #4 + 11 +C LIGHTING CONTACTOR LG -I SPARE SPARE LIGHTING CONTACTOR LG -3 PROVIDE NATTSTOPPER MODEL T5-400 FOR TIME OVERRIDE 5NITGH (T.0.5. -I) PROGRAM FOR MAXIMUM OF 2 HOURS LIGHTING GONTAGTOR LG -2 FoOTLoCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL '0 �1�r,1111 No 64138 •. A E Prohibition On Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with I}ie scope of work at the specific location indicoled. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring thrsr documents is strictly prohibited by the law. These drawings and specifications, and the information contuined within, are and shall remain the properly of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written aathcriudion from the signing architect and engineer of record authoring those documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. �NO. DESCRIPTION I DATE /I\ 1OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER X200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE ELECTRICAL POWER RISER & SCHEDULES SHEET NO. E3w0 CH TYRONE PROTOTYPE ELECTRICAL LOAD SUMMARY DESCRIPTION CONNECTED KW POWER FACTOR CONNECTED DEMAND KVA N.E.C. CONNECTED KVA N.E.C. DEMAND FACTOR N.E.C. FEEDER DEMAND KVA LIGHTING 12.823 1.0 12.823 12.823 1.25 16.029 128 LF OF TRACK LIGHTING 9.600 1.0 9.600 9.600 1.25 12.000 RECEPTACLES 14.080 1.0 14.080 14.080 1.0 < 10 KW 0.5 RMNDR 12.040 MOTORS 0.000 0.9 0.000 0.000 1.0 0.000 FIXED ELEC. SPACE HEATING * 13.000 1.0 13.000 13.000 125% OF +LARGEST MOTOR 15.500 AIR CONDITIONING SYSTEM * 0.620 1.0 0.620 0.620 1.0 0.620 ELECTRIC WATER HEATER 1.500 1.0 1.500 1.500 1.25 1.875 MISCELLANEOUS 0.800 1.0 0.800 0.800 1.0 0.800 TOTALS: 51.803 NOTES: * USE GREATER OF THE CATEGORIES LF - LINEAR FEET 51.803 51.803 58.244 N.E.C. DEMAND KVA x1000 SYSTEM VOLTAGE x 1.73 =MIN FEEDER AMPS ELECTRICAL MINIMUM ELECTRICAL SERVICE VOLTAGE SERVICE AMPERAGE = 1180 V - 3 PHASE 80AMPS 58.244 KVA x 1000 480 x 1.73 = 70.1 AMPS $'0' GENERAL 5ALE5 LT5 5096 GENERAL SALES LT5 STOCKROOM L CORRIDOR L OUTPUT CONTACT FROM TIMEGLOGK LIGHTING CONTACTOR LC -3 GENERAL LIGHTING CONTACTOR G 4 POLE 30A 120\/ HOLDING COIL A -I NALL P15PLAY TRACK LT5 NALL D15PLAY TRACK LT5 A-5 NALL P15PLAY TRACK LT5 A-6 SPARE A-3 PROVIDE LIGHTING CONTACTOR WITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA -I BOX 3)1 LIGHTING CONTACTORS DIAGRAM LIGHTING CONTACTOR LC -1 NALL D15PLAY TRACK LIGHTING CONTACTOR B-25 B-2-7 SPARE B-12 OUTPUT CONTACT FROM 4 POLE 30A TIMEGLOCK 120\/ HOLDING COIL c' PRO\/IDE LIGHTING GONTAGTOR KITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA -I BOX STOREFRONT 516N WINDOW REG. WINDOW TRACK LT5 WINDOW DONN LIGHTS OUTPUT CONTACT FF TIMEGLOGK LIGHTING CONTACTOR LC -2 STOREFRONT LIGHTING CONTACTOR PROVIDE LIGHTING CONTACTOR WITH 120\/ COIL, (4) 30 AMP OUTPUT CONTACTS IN NEMA- I BOX 5-12 B-12 TIME CLOCK TORK #DT5400A MULTI -PROGRAM TIME CLOCK WITH 4 CIRCUIT OUTPUT. PROGRAM TIMEGLOGK AS DIREGTED BY STORE MANAGER INPUT CIRCUIT #1 CIRCUIT #2 CIRCUIT #3 CIRCUIT POWER #4 + 11 +C LIGHTING CONTACTOR LG -I SPARE SPARE LIGHTING CONTACTOR LG -3 PROVIDE NATTSTOPPER MODEL T5-400 FOR TIME OVERRIDE 5NITGH (T.0.5. -I) PROGRAM FOR MAXIMUM OF 2 HOURS LIGHTING GONTAGTOR LG -2 FoOTLoCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 PROJECT COORDINATOR: COWAN + ASSOCIATES 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ARCHITECT: WILLIAM PHILIP WHITE 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: BRUCE MOODY ENGINEER: JAMES A. KNOCHEL P.E. 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL SEAL '0 �1�r,1111 No 64138 •. A E Prohibition On Re -use and Copyright Notice: The information and specifications contained within these drawings was prepared for use with I}ie scope of work at the specific location indicoled. Use of this information for other projects at other locations or differing scopes of work unless expressly authorized in writing by the signing architect and engineer of record authoring thrsr documents is strictly prohibited by the law. These drawings and specifications, and the information contuined within, are and shall remain the properly of the outhor(s). Display, reproduction or use for any but the specifically agreed upon purposes without the written aathcriudion from the signing architect and engineer of record authoring those documents is strictly prohibited by the law. These drawings and specifications are subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright Protection Act of 1990. �NO. DESCRIPTION I DATE /I\ 1OWNER COMMENTS 2-20-13 DATE: 12-13-12 SCALE: AS NOTED GROSS AREA: 5,503 SQ. FT. SALES AREA: 3,584 SQ. FT. PROJECT #: FL -086 DRAWN BY: STAFF SPORTS PROJECT TITLE SEMINOLE TOWNE CENTER X200 TOWNE CENTER CIRCLE SANFORD, FL 32771 SPACE K04 STORE NO. 14508 SHEET TITLE ELECTRICAL POWER RISER & SCHEDULES SHEET NO. E3w0 CH TYRONE PROTOTYPE NOT GE TO GENERAL GONTRAGTOR: SEE IO/E4.1 AND 1/E4.1 FOR DATA AND PHONE SYSTEMS FOOT LOCKER INC. VOICE 66 BLOCK- STORE DEMARC PORT ASSIGNMENT (25 PAIR 66BLOCK) MANAGER'S DESK DATA OUTLET WIRING DETAIL SPEGIEIGATIONS. ' REFERENCE GUIDE CASHWRAP: (1) BLUE PAIR (2) ORANGE PAIR --- (3) GREEN PAIR / - (4) BROWN PAIR —~ ~� ` TORE PLANNING DEPT MANAGER'S DESK: \ \ GAT 5E GABLE TO (5) BLUE PAIR CASHWRAP VOICE DATA JACK 6 (DATA 06) > DATA JACK S (DATA OS) 112 WEST 34TH STREET (b) ORANGE PAIR DSL / \\ OUTLET CV GREEN PAIR � YORK NY 10120 (8) BROWN PAIR � NETWORKING CABINET: (9) BLUE PAIR PHONE r DRAWING REPRESENTS C2) DRAWING REPRESENTS (2) PROJECT COORDINATOR: (10) ORANGE PAIR (11) GREEN PAIR CAT 6 CABLES PER SIDE CAT 6 CABLES PER SIDE TO GABfNET PANEL (12) BROWN PAIR -- \ TO CABINET PANEL CAT 5E CABLE TOCOWAN + ASSOCIATES -- \� MANAGER'S DESK VOICE OUTLET n 0 DATA JACK 5 (DATA 05) 1 a a DATA JACK I (DATA 01) HOLES (TYPICAL) 438 E. WILSON BRIDGE RD. SUITE 100 �^ RIGHT WORTHINGTON, OH 43085 \ 9—REGISTER Li Z 1-10 Li WELL PHONE: (614) 436-0100 THESE LINES REPRESENT A JUMPER WIRE '�`� -p CONTACT: BRUCE MOODY THAT TIES MAIN PHONE TO BACK OFFICE \ VOICE AND BACKUP MODEM JACK CAT 5E CABLE TO VOICE OUTLET SCREW LEFT --- \ NETWORKING CABINET \ ONE CAT 6 QUAD OUTLET t0 BE LOCATED AT EACH BACK OFFICE MANAGER'S DESK SECURELY IN PLACE. SEE REGISTER WELL VOICE OUTLET LOCATION. (COMBO STORES MAY HAVE MORE THAN ONE BACK OFFICE LOCATION). FIRING DETAIL Im/E40 FOR P'" OUT. ARCHITECT: _ �- --��71= ORANGE COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL DATA _ LOCATIONS. (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON, AND ORTRONICS WILLIAM PHILIP WHITE ARE PRE -APPROVED FOR USE BY FOOT LOCKER). ALL GABLE RUNS WILL TERMINATE TO A CAT 6 PATCH PANEL IN THE NETWORKING 438 E. WILSON BRIDGE RD. CABINET. (REFERENCE 5/E4.0- WALL MOUNTED NETWORKING CABINET WIRING DETAIL) SUITE 100 ALL WIRING TO BE TERMINATED TO TIA/EIA-B STANDARD WITH T5685 PIN OUT. so WORTHINGTON, OH 43085 DATA OUTLET SCREW SECURELY IN PLACE. — — ®® PHONE: (614) 436-0100 SEE WIRING DETAIL®® ® &/E42-1 ��� a� CONTACT: BRUCE MOODY 1 66 BLOCK WIRING DETAIL NO SCALE-- ENGINEER: 7 MANAGER'S DESK DATA WIRING DETAIL NO SCALE GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED JAMES A. KNOCHEL P.E. FOUR- P CONDUITS WITH PULL STRINGS TO CASHWRAP COUNTER. NOTE: THERE SHALL BE P CLEAR SPACE 438 E. WILSON BRIDGE RD. GASH WRAP VOICE OUTLET WIRING DETAIL BETWEEN CONDUITS. CONDUITS SHALL BE CENTERED UNDER THE RIGHT MOST REGISTER WELL. SUITE 100 01- FOR GAT 5E TELEPHONE AND CAT b DATA CABLE WORTHINGTON OH 43085 02- FOR FUTURE TELEPHONE AND DATA CABLE USE, TENANT'S GENERAL CONTRACTOR 03- FOR DEDICATED ELECTRICAL OUTLETS SHALL FURNISH AND INSTALLED PHONE: (614) 436-0100 CASHWRAP DATA OUTLET WIRING DETAIL 04- FOR GENERAL ELECTRICAL POWER ONE DEDICATED DUPLEX OUTLET -TENANT'S GENERAL CONTRACTOR SHALL TERMINATE (120 VOLTS, 20 AMPS) WIRED TO CONTACT: JIM KNOCHEL THE OTHER END OF SPARE CONDUIT WITH FULL STRING PANEL BOARD. AT 14'-0" AFF. ON STOCKROOM SIDE OR SALES/STOCK (2) VOICE LINE I DC4) BACKUP MODEM -� ONLY a WALL. TENANT'S GENERAL CONTRACTOR SHALL FURNISH AND INSTALLED ONE DEDICATED CIRCUIT WITH ISOLATED GROUND SEAL -�� m � LINE (SEPARATE HOT, NEUTRAL AND GROUND DATA JACK 2 (DATA 02) > > DATA JACK 4 (DATA 04) 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL) WIRED TO PANEL BOARD. RECEPTACLES SHALL BE HUBBELL •IG -5362. ��\��>>%At11I(�11111/ \``.GEN.. GAT 5E GABLE �i TO 66 BLOCK 7;' DRAWING REPRESENTS (2) DRAWING REPRESENTS (2) - Ar = t No 64138F1 171 F1 171 M 0 F-1 GAT 6 GABLES PER SIDE TO CAT 6 GABLES PER SIDE TO PANEL. 3 CASHWRAP WIRING DETAIL NO SCALE ^•p: 0 w CABINET PANEL. CABINET • 7Q �, CU DSL ONLY ~ (3) VOICE LINE 2 M v TE O '���5. FCOEt1OP'••-�?� -1 D � 2 • Z l /� DATA JACK 1 (DATA 01) � � DATA JACK 3 (DATA 03)�i����//S'�O+N'��,����� TENANT'S GENERAL TENANT'S GENERAL ' CONTRACTOR TO E TENANTS GENERAL PROVIDE A QUAD OUTLET CONTRACTOR TO CONTRACTOR. TO FOR AIV EQUIPMENT (120 PROVIDE A DUPLEX INSTALL AND PLUG VOLTS, 20 AMPS) OUTLET FOR LIGHT IN PROVIDED LIGHT ONE PHONE OUTLET TO BE INSTALLED AT EACH CASHWRAP. (THERE MAY BE FIXTURES (120 VOLTS, FIXTURE UNDER Prohibition on Re.—use. and Copyright Notice The information and specifications contained within these drawings was prepared MORE THAT ONE CASHWRAP IN A COMBO STORE CONFIGURATION, EACH LOCATION RECEIVES ITS OWN VOICE OUTLET). ONE CAT6 QUAD DATA OUTLET TO BE LOCATED AT EACH DOUBLE CASHWRAP. LARGER 20 AMPS) WOOD SHELF. REAR SERVICE DOOR BUZZER (TYP 2) CASHWRAP COUNTERS MAY REQUIRE MORE CABLE AND JACKS TO BE INSTALLED (SEE NOTE: TENANT'S GENERAL CONTRACTOR SHALL for use with the scope of work at the specific location indicated. Use of this information for other projects of other locations or differing scopes of work in by the IVORY COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL VOICE DETAILS ON 11/E4.1 LINE 1) PROVIDE BLOCKING FOR unless expressly authorized writing signing architect and engineer of authoring these documents strictly prohibited the law. LOCATIONS. (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND ORANGE COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL DATA LOCATIONS. NETWORKING BOX. Theserecor These drawings a the information ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER). (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND ORTRONICS ARE PRE BLOCKING MUST BE ABLE and specifications, of and contained within, ars co and shall remain the property of the author(;). Display, reproduction or use ALL CABLING TO PHONE JACKS WILL TERMINATE AT THE STORE DEMARC. APPROVED FOR USE BY FOOT LOCKER). ALL GABLE RUNS WILL TERMINATE TO A CAT 6 PATCH PANEL IN THE NETWORKING CABINET. TO SUPPORT 150 LBS, for any but the specifically agreed upon purposes without the written authorization from the signing architect and engineer of record authoring these (REFERENCE (II/E4.0) (orb BLOCK WIRING DETAIL). (REFERENCE (5/E4.0) WALL MOUNTED NETWORKING CABINET WIRING DETAIL) documents is strictly prohibited by the law. ALL WIRING TO BE TERMINATED TO TIA/EIA-B STANDARD WITH T5685 PIN OUT.. Ihese drawings and specifications arc subject without limitation to copyright protection as an architectural work under the Architectural Works Copyright 3'-0" CLEAR AREA I Protection Act of 1990. 0 CASHWRAP VOICE OUTLET WIRING DETAIL NO SCALE REVISIONS I I NO. DESCRIPTION DATE 6 CASHWRAP DATA OUTLET WIRING DETAIL NO SCALE MANAGER'S DESK VOICE OUTLET WIRING DETAIL WALL MOUNTED 9U EQUIPMENT (NETWORKING) CABINET I 61 OUTLINE OF I 0 DVR LOCK LAMINATED MGR. DESK WITH D 'w (8) BACKUP MODEM (6) VOICE LINE 1 -, 0 BOX I CCTV r�rz�lr,-rrrc m rr ; , 3"0 HOLE IN CONTERTOP MONITOR TENANT'S GENERAL CONTRACTOR --_ LINE ONLY _ v rn 6„ B SHALL FURNISH AND INSTALLED ONE ` N DEDICATED DUPLEX OUTLET, WIRED • TO PANEL BOARD. CAT 5E CABLE •� _ — _ � TENANT'S GENERAL CONTRACTOR TO 66 BLOCK — •_ VOICE OUTLET SCREW ° SECURELY IN PLACE (SEE - SHALL FURNISH AND INSTALLED ONE a DATE: 12-13-12 ° ° WIRING DETAIL S/E4.0 TENANT'S GENERAL DEDICATED CIRCUIT WITH ISOLATED _• °_ FOR PIN OUT) CONTRACTOR SHALL _ GROUND (SEPARATE HOT, NEUTRAL o PROVIDE A QUAD AND GROUND 120 VOLT, 20 AMP SCALE: AS NOTED y U) (5) DSL ONLY � o a a (1) VOICE LINE 2 �° e— 0 a[T OUTLET 1120 VOLTS, �' CIRCUIT WITH QUAD OUTLET) WIRED TO -' u 20 AMPS) FOR PANEL BOARD. RECEPTACLES SHALL _o •IG GROSS AREA: 5,503 SQ. FT. M U ° •_ _ UTILITY POWER BE HUBBELL -5362. • v Li Ll U Li Z Vi Li 0SALES ° AREA: 3,584 SQ. FT. 3 -0 ° o TENANT'S GENERAL VOICE OUTLET SCREW DATA OUTLET '� — _o •_ SCREW SECURELY IN CONTRACTOR SHALL SECURELY IN PLACE. PLACE. SEE WIRING PROJECT # FL -086 _° PROVIDE A DUPLEX SEE WIRING DETAIL DETAIL -I/E4.0. ONE PHONE OUTLET TO BE INSTALLED AT MANAGER'S DESK. .r 0DVR FOR CCTV 9/E4.0 FOR PIN OUT. DRAWN BY: STAFF IVORY COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL VOICE TENANT'S GENERAL LOCATIONS. (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND CONTRACTOR SHALL 2 MANAGER'S DESK WIRING DETAIL SCALE 1/2" = V-0" ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER). PROVIDE A DEDICATED 51NGLE OUTLET POWER 24 PORT CATb IU RACK MOUNT RECEPTACLE (120 ALL CABLING TO PHONE JACKS WILL TERMINATE At THE STORE DEMARC. VOLT, PATCH PANEL (TENANT'S 20 AMP CIRCUIT. (REFERENCE (11/E4.1) 66 BLOCK WIRING DETAIL). VENDOR TO SUPPLY) SEE WIRING DIAGRAM 4/E4.0. TENANT'S VENDOR TO SUPPLY ONE U RACK MOUNTED SHELF TENANT'S VENDOR TO SUPPLY - ONE U RACK MOUNTABLE POWER STRIP WITH SURGEED `. SUPPRESSION, 15 AMP, 1800 WATT POWER 9 MANAGER'S DESK VOICE OUTLET WIRING DETAIL NO SCALEY" RATING, 8 REAR FACING OUTLETS MINIMUM. TENANT'S VENDOR TO SUPPLY A 9U MINIMUM FIXED WALL MOUNTABLE CABINET 20" MINIMUM SPORTS,;: CABINET DEPTH. CABINET TO HAVE UNIVERSAL SQUARE HOLE MOUNTING RAILS, LOCKABLE FRONT DOOR, REMOVABLE SIDE PANELS AND SLOTS FOR CABLE ROUTING ACCESS. MANAGER'S DESK NETWORKING CABINET VOICE JACK WIRING DETAIL FOR STORES BEING RETROFITTED, THE 9U CABINET IS TO BE MOUNTED IN THE BEST AVAILABLE LOCATION NEAREST THE MANAGER'S DESK IN THE BACKROOM. THE CABINET 15 TO BE MOUNTED NO HIGHER THAN b' TO THE TOP OF THE CABINET. CABINET SHALL BE INSTALLED SEE DETAIL 2/E4.0 NETWORKING — — — — — — —— — — — — — — — CABINET SEE SECURELY 10 THE WALL AND BE ABLE TO HANDLE 150 POUNDS OF WEIGHT. 1N NEW STORES " DETAIL 5/E40 1 BUILD THE CABINET 15 TO BE MOUNTED CLOSE TO THE MANAGER'S OFFICE IN THE BACKROOM. STORE DEMARC — SEE DETAIL 11/E4.0 —� TENANT'S GENERAL CONTRACTOR SHALL PROVIDE NECESSARY BLOCKING AS REQUIRED TO — — I PROJECT TITLE NETWORKING CABINET WIRING DETAIL NO SCALE (10) OPEN FOR 0 w5 FUTURE Q C BACKUP MODEM LINE ONLY I ®®®® 1' Uu U u m v 1 ► I SEE SEMINOLE TOWNE CENTER COUNTER DETAIL 3/E4.0 I I 00 TOWNE CENTER CIRCLE CAT 5E GABLE TO 66 IU RACK MOUNTED PATCH PANEL DETAILS °°°°°°°° SANFORD, FL 32771 BLOCK (STORE DEMARC) I i SPACE K04 LO (11) OPEN FOR O O I � (9) DSL ONLY -+ LO a FUTURE T-I STORE NO. 14508. M v G O I 11111 ill Eal 1121 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 22 I 24 PORT CAT b IU RACK MOUNT PATCH PANEL (TENANT'S VENDOR TO SUPPLY) U LA Li LA Li iA Li I I SHEET TITLE DATA CABLING TO BE TERMINATED TO TIAVEIA-13 STANDARD WITH T5685 PIN OUT. ALL DATA CABLING WILL BE TESTEDElI I ONE PHONE OUTLET TO BE INSTALLED AT NETWORKING CABINET LOCATION. AND CERTIFIED TO PASS CATEGORY b IEEE STANDARDS. PATCH PANEL TO BE MOUNTED IN WALL MOUNTED NETWORK CABINET, SEE DETAIL 5/E4.0 I 0 I ELECTRICAL IVORY COLORED KEYSTONE STYLE JACKS SHOULD BE USED FOR ALL VOICE LOCATIONS. (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND SINGLE STORE CONFIGURATION: START WITH JACK LI ORTRONICS ARE PRE -APPROVED FOR USE: BY FOOT LOCKER). I AND ASS AS NEEDED FOR EACH CABLE RUN DATANO I C E LABELING AT BOTH ENDS OF CABLE MUST MATCH (EX: PORT I ON THE PATCH PANEL DATA 01 ON DATA OUTLET) MECHANICALLY PRODUCED LABELS MUST BE USED FOR ALL LABELS ALL CABLING TO PHONE JACKS WILL TERMINATE AT THE STORE DEMARC. (REFERENCE (I1/E4.1) 66 BLOCK [DETAIL). ETAIL). SYSTEMS DETAILS COMBO STORE CONFIGURATION: FOOT LOCKER PORTS JACKS 1-b LADY FOOT LOCKER JACKS 7-12 KID'S FOOT LOCKER JACKS 13-I5 REMAINING PORT JACKS 19-24 OPEN FOR FUTURE (APPLY LABELING TO MATCH, MECHANICALLY PRODUCED LABELS MUST BE USED FOR ALL LABELS) E4mO SHEET NO. i 8 NETWORKING CABINET VOICE WIRING DETAIL NO SCALE 4 PATCH PANEL (NETWORKING CABINET) WIRING DETAIL NO SCALE E I I f -4 N DATANOICE SYSTEM OVERVIEW NO SCALE CH TYRONE PROTOTYPE PATCH PANEL (NETWORKING CABINET) AND DATA OUTLET WIRING DETAILS (4/E4.0, (o/E4.0 AND I/E4.0.) 6ENERALNOTE51 HEADENDNOTES; 1. ALL WIRING TO BE TERMINATED TO A TIA/EIA-B STANDARD WITH T5685 PIN OUT. 1.5EEA6.0FOR EGJIPMENTCOLOR 5PEGIFIGATI°N5. ® I. ALL FIXED PI 15 26 166A UNLE55 OTHERWISE FOOT LOCKER INC. 2. EVERY DATA GABLE MUST BE TERMINATED ON AN ORANGE COLORED RJ45 KEYSTONE STYLE JACK. (MANUFACTURE BRANDS TO O 2. IN OPEN GEILIN6 5TORE5 GENERAL CONTRACTOR NOTED, BE USED- BELKIN, LEVITON AND ORTRONICS ARE PRE -APPROVED FOR USE BY FOOT LOCKER) AT THE USERS END.M) 5T PROVIDE CONDUIT WITH A J-BOX AT 12'-0" A.F.F. 2 . ALL VIDEO GABLE 15 R6-5q UNLESS OTHERWISE p 1 3. ONE (1) CAT 6 (PLENUM RATED, WHERE REQUIRED BY LOCAL ELECTRICAL CODES) CABLE FOR EACH DATA LOCATION MUST BE O O 0 0 6 AT EACH CAMERA LOCATION. NOTED INSTALLED AND TERMINATED TO 24 PORT PATCH PANEL LOCATED IN WALL MOUNTED NETWORKING CABINET. SEE PATCH PANEL a 0 ILLq z 3 NO LINE POWER 15 REQUIRED AT PUBLIC, VIEW 3. THE 110 VOLTAGE BREAKER FOR THE EQUIPMENT O O W 45T BE LOGKED OUT AT THE ELECTRICAL FUSE POWER WIRING DETAIL 4/E4.0 AND NETWORKING CABINET DETAIL 5/E4.0. W MONITOR. MONITOR'S POWER 15 FROM LOW VOLTAGE O Q K FEED, PANEL. 4. LABEL EACH DATA JACK AS "DATA "* " (NUMBERS AT PATCH PANEL PORT MUST MATCH DATA OUTLET JACK NUMBER WHERE u W ^ z Q 4. NOTE TO IN5TALLER - PLEASE LABEL ALL WIRE5 AND CABLE 1 S TERMINATED). l] w p LY w (K 4 DA PLAYER AT MANAGERS DESK SHALL BE ALLOW 5ERVIGE LOOPS FOR FUTURE 5ERVIGE ON THIS > Y) 0 z � INSTALLED IN LOCK BOX PROVIDED. LOCK BOX STORE PLANNING DEPT 5. MECHANICALLY PRODUCED LABELS MUST BE USED FOR ALL LABELING. LL E a W Q D_ o Q z 5HALL NOT BE IN5TALLED ON THE MANAGER'S DE5K INSTALLATION. N `� 5. 0161TALRECORDER5 ALLOW FOR PROPER 6. FOR COMBO STORES LABEL EACH LOCATION TO COORDINATE WITH PATCH PANEL LABELING. SEE PATCH PANEL WIRING CL WORK5URFAGE.5EEDETAIL 4/E4.0. z Q VENTILATION. ALLOW 1/2" CLEARANCE ON ALL 51DE5 OF 112 WEST 34TH STREET DETAIL 4/E4.0. 1. EACH ADDITIONAL SINGLE REGISTER LOCATION WILL REQUIRE TWO (2) MORE CABLES TO BE RAN AND TERMINATED. THE SAME°� p F d Q W z w IF DROP 5AFE 15 NOT LOGATED AT MANA6ER5 THE DIGITAL RECORDER AND DO NOT PUT ANYTHING ON > DESK AN ADDITIONAL GAMERA WILL BE REQUIRED. TOP OF THE D161TAL REGORDER5. NEW YORK NY 10120 GUIDELINES OUTLINED IN THIS DOCUMENT MUST BE MAINTAINED. LU w r O V a �, b. FOR PELGO SEQUENTIAL SWITGHER5 WHEN LOOPING rHRou6H -REM°vE LID AND cur TERMINATION 8. SURFACE MOUNTED TERMINATION BOXES MUST BE SECURELY MOUNTED TO SURFACES USING SCREWS. i " �' m v � � z � RE51570R5. S. ALL DATA CABLING WILL BE TESTED AND CERTIFIED TO PASS CATEGORY 6 IEEE STANDARDS. 10. ALL CABLING RUNS SHALL NOT EXCEED 300' FROM NETWORKING CABINET. PROJECT COORDINATOR: GENERAL WIRING: 1. CONTRACTORS SHALL MAINTAIN A MINIMUM CLEARANCE OF 18 INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (E.G. -FIN15H CEILING COWAN + ASSOCIATES BALLASTS, POWER FEEDER CABLES, ETC.). 2. DO NOT TERMINATE CABLE NEAR OR ON METAL POLES OR RACKS. HEIGHT 438 E. WILSON BRIDGE RD. 3. TENANT'S VENDOR SHALL SECURELY INSTALL WALL MOUNT NETWORKING CABINET NO MORE THAN 6 FEET (TO THE HORIZONTAL 5EE A6.0 FOR GEILIN6 TYPE CAMERA DOME SUITE 100 CENTERLINE OF THE CABINET) ABOVE THE FINISH FLOOR. SEE CABINET WIRING DETAIL 5/E4.0 FOR REFERENCE. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ib WR WORTHINGTON, OH 43085 4. WORKING CLEARANCE FOR CRAFTSMEN TO MAINTAIN AND SERVICE EQUIPMENT (I.E. TO FULLY OPEN CABINET DOOR, TO HAVE 6ANz CHANNEL 1 0 0 ( o � � � i PHONE: (614) 436-0100 CLEAR VIEW OF EQUIPMENT AND CABLING, TO BE ABLE TO FULLY MANIPULATE EQUIPMENT AND CABLING, ETC) AND FOR AA D 00000000000 o0 ® COMPLIANCE IS 3' WIDTH. 000.00®111O®®®®®® 13 r CONTACT: BRUCE MOODY 5. ALL CONDUIT INSTALLATIONS MUST BE APPROPRIATELY SIZED TO ACCOMMODATE FUTURE CABLING, AS WELL AS NOT TO I I EXCEED FIRE STOP MANUFACTURER GUIDELINES REGARDING FILL RATIOS OR FIRE STOP SYSTEM FILL RATIOS. 1 6. ALL CONDUIT, CONDUIT SLEEVES AND PULL BOXES MUST BE ACCESSIBLE FOR EASY INSTALLATION OF HORIZONTAL AND BACK i HEADEND LAYOUT BONE CABLING (I.E. A CONDUIT, CONDUIT SLEEVE OR PULL BOX CANNOT TERMINATE ABOVE A GYPSUM BOARD CEILING, ACCESS I I ARCHITECT: TO CONDUIT, CONDUIT SLEEVE OR PULL BOX CANNOT BE BLOCKED BY HVAC OR SIMILAR MECHANICALS, ETC). 1 17" LCD Ib CHANNEL 1 1. NO MORE THAN (2) 90 DEGREE BENDS (OR EQUIVALENT) BETWEEN PULL BOXES ARE ALLOWED. I I WILLIAM PHILIP WHITE 8. NO MORE THAN 150' OF CONTINUOUS CONDUIT (WITH OR WITHOUT BENDS) BETWEEN PULL BOXES ARE ALLOWED. I MONITOR POWER5WPLY 1 9. WHENEVER A CEILING SPACE WILL BE MADE INACCESSIBLE TO FUTURE CABLING INSTALLATION, AN APPROPRIATELY SIZED EMT I 438 E. WILSON BRIDGE RD. CONDUIT MUST BE INSTALLED FOR FUTURE USE. INACCESSIBLE CEILINGS WILL BE DEFINED AS ANY CEILING THAT IS NOT A I I SUITE 100 DROPPED CEILING. 10. PULL STRINGS MUST BE LEFT IN ALL CONDUITS DURING INSTALLATION. I I 5uR�PROTECTOR DOME WORTHINGTON, OH 43085 11. CONDUIT ELBOWS (ALSO KNOWN AS AN LB) ARE NOT ACCEPTABLE AS THEY DO NOT ALLOW THE PROPER BEND RADIUS I I FDE_S_K_ PHONE: 614 436 0100 ( ) NEEDED TO MAINTAIN THE INTEGRITY OF THE CABLING. I 1 CONTACT: BRUCE MOODY 12. FLEXIBLE CONDUIT IS NOT ACCEPTABLE. ALL CONDUIT MUST BE EMT OR RIGID CONDUIT. T / 13. OUTLET HEIGHTS AND LOCATIONS MUST BE COORDINATED WITH FURNITURE DESIGN TO ENSURE ACCESSIBILITY AND _ _ _ _ _ _ _ _ _ _M_A_N_A_G_ _E_R_S_ _ _ _ _ _ _ _ _ _ _ _ __ J 4 CCTV SYSTEM MOUNTING DETAILS FUNCTIONALITY 91.E. OTHER EQUIPMENT MAY BE INSTALLED WHICH WILL BLOCK A TELECOM OR DATA OUTLET, MAKING IT NO SCALE IMPOSSIBLE TO PLUG IN OR UNPLUG NEW EQUIPMENT OR TROUBLESHOOT ISSUES WITH EXISTING). 14. ALL OTHER REGIONAL DESIGN REQUIREMENTS IN REGARDS TO EARTHQUAKE OR OTHER DISASTER REGULATIONS MUST BE MET. ENGINEER: 15. TENANT'S VENDOR SHALL LEAVE ONE "A5 BUILT" COPY OF THIS DRAWING WITH THE STORE MANAGER. JAMES A. KNOCHEL P.E. NOTE: TENANT'S GENERAL CONTRACTOR SHALL INSTALL CONDUIT AND PULL STRING PER THE SPECIFICATIONS ABOVE. 438 E. WILSON BRIDGE RD. SUITE 100 1 GENERAL DATA SYSTEM NOTESNO SCALE 7 CCTV SYSTEM SCHEMATIC (1) GAT 5E PLENUM GRADE GABLE WORTHINGTON, OH 43085 PER CAMERA LOCATION. ALL GABLES TERMINATED TO MEET PHONE: (614) 436-0100 CONTACT: JIM KNOCHEL TIA/EIA-5688 WIRING STANDARDS WIRING DETAIL FOR 66 BLOCK WIRING DIAGRAM 11/E4.0: WITH 110 GAT 5E JAGK5. 1. CAT 5E (PLENUM RATED WHERE LOCAL CODE REQUIRES) OR BETTER CABLE TO CASHWRAP WILL BE TERMINATED FIRST ON THE 66 SEAL BLOCK. 2. CAT 5E (PLENUM RATED WHERE LOCAL CODE REQUIRES) OR BETTER CABLE TO MANAGER'S DESK WILL BE TERMINATED SECOND ON THE 66 BLOCK. SUR.=AGE MOUNTED BOX `,,�Nilutittttt� 3. CAT 5E (PLENUM RATED WHERE LOCAL CODE REQUIRES) OR BETTER CABLE TO WALL MOUNTED NETWORKING CABINET WILL BE FOR GABLE RUNS ��``�� $tA. KIS/ i���i� TERMINATED THIRD ON THE 66 BLOCK. ..., OC ���i 4. ANY ADDITIONAL VOICE GABLES WILL BE TERMINATED TO THE NEXT AVAILABLE 66 BLOCK POSITIONS. ALL PAIRS WILL BE 8" `�Q�•��GENS�•.y�%��� • TERMINATED THE AS DETAILED IN DRAWINGS 11/E4.0, 10/E4.0, 9/E4.0 AND 8/E4.0. •` '• No 64138 5. EVERY VOICE PAIR MUST BE TERMINATED ON AN IVORY COLORED RJ45 KEYSTONE STYLE JACK. (MANUFACTURE BRANDS TO BE USED- BELKIN, LEVITON AND ORTRONICS ARE PRE-APPROVED FOR USE BY FOOT LOCKER) AT THE USER END. TRANSFORMER HEIGHT -v: 6. WHEN TERMINATING THE INDIVIDUAL PAIRS OF WIRES IN THE PHONE OUTLET LOCATION (BLUE/BLUE WHITE, ORANGE/ORANGE WHITE, 120V @ q6" A.F.F.. TRAN5FORMER ••.F GREEN/GREEN WHITE, AND BROWN/ BROWN WHITE) THEY WILL BE TERMINATED TO THE BLUE POSITION ON THE CAT 5E JACK. FURNISHED AND INSTALLED BY F r• �� •`���� I. . DSL WILL BE TERMINATED TO THE BLUE PAIR (BLUE PAIR WITHIN EACH CAT 5E CABLE) AT EACH VOICE OUTLET LOCATION AS NEEDED. TENANT. GENERAL GONTRAGTOR �� t�••'•'`�ORlO`� •' .�i��s 8. MAIN PHONE LINE WILL BE BRIDGED TO THE ORANGE PAIR AT THE CASR HWAP, THEN JUMPED TO THE MANAGER'S DESK ORANGE AND SHALL FURNISH AND INSTALL A 120V, ......�����` 2 • 2 %�� i��f���tALt`\\��� BROWN PAIRS. PH DEDICATED GIRGUIT TO THIS 9. IF A SECOND PHONE LINE 15 REQUIRED IT SHALL BE TERMINATED TO THE GREEN PAIR AT THE CASHWRAP AND JUMPED TO THE GREEN LOCATION. GIRGUIT SHALL HAVE LOCK IO DEVIGE IT PANEL, IF IL PAIR AT ANY OTHER VOICE LOCATION AS NEEDED. PERMITTED BY CODE 10. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH CONDUCTOR TERMINATED AT EACH END OF THE CAT 5E CABLE INSTALLED FOR PHONE USE, INCLUDING CABLE SHIELD IF APPLICABLE. 1-4 GABLES DE IN6 ON THE DETAIL FOR CASHWRAP VOICE OUTLET WIRING DIAGRAM 10/E4.0: NUMBER ANF TYPE NTRANGE5 1'rohibition On Reuseand Copyright Notice: TENANT'S VENDOR SHALL INSTALL ONE (1) CAT 5E (PLENUM RATED WHERE REQUIRED BY LOCAL CODE) OR BETTER CABLE FROM THE t informationand specificaticots he ons Cunluined within those drawings was prepared CASHWRAP TO THE STORE DEMARC THROUGH CONDUIT AND TERMINATE CABLE AT CASHWRAP PER WIRING DETAIL 10/E4.0. CABLE FROM for use with the scope oformation ul the specific location indicated. Use of this inlormation for other project.,, at other locations or differing scopes of work CASHWRAP WILL TERMINATE TO THE FIRST POSITION ON THE VOICE 66 BLOCK PER WIRING DETAIL 11/E4.0. LABEL THE CABLE AT 66 unless expressly authorized in writing by the signing architect and engineer of BLOCK AND JACK AT CASHWRAP AS "CASHWRAP JACK". record authoring these documents, is strictly prohibited by the law. 000/ These drawings and specifications, and the information contained within, ure DETAIL FOR MANAGER'S DESK VOICE OUTLET WIRING DIAGRAM 9/E4.0 and shall remain the property of the author(s). Display, reproduction or use TENANT'S VENDOR SHALL INSTALL ONE (U GAT 5E (PLENUM RATED WHERE REQUIRED BY LOCAL GODS) OR BETTER GABLE FROM THE TO STORE POE SWITCH for any but the specifically agreed upon purposes without the written authorization from the signing urelutect and engineer of record authoring these documents is by MANAGER'S DESK TO THE STORE DEMARC THROUGH CONDUIT AND TERMINATE CABLE AT MANAGER'S DESK PER WIRING DETAIL 9/E4.0. EQUINOX N K APPLIANCE strictly prohibited the law. GABLE FROM MANAGER'S DESK WILL TERMINATE TO THE SECOND POSITION ON THE VOICE 66 BLOCK PER WIRING DETAIL 11/E4.0_ LABEL RUN LOW VOLTAGE FEED GATEWAY GI5GO 2860 These drawings and specific:alion; are subject without limitation to copyright THE CABLE AT 66 BLOCK AND JACK AT MANAGER'S DESK AS "BACK OFFICE JACK". FROM TRAN5FORMER TO protection as an arrhitecturol wank under the Architectural Works Copyright Protection Act of 1990. DEVIGE TIGHT TO DOOR DETAIL FOR NETWORKING CABINET VOICE OUTLET WIRING DIAGRAM 6/E4.0: FRAME. ALL LINE VOLTA6E POWER GABLES REVISIONS TENANT'S VENDOR SHALL INSTALL ONE (1) CAT 5E (PLENUM RATED WHERE REQUIRED BY LOCAL CODE) OR BETTER CABLE FROM THE SHALL BE LABELED"DO NOT UNPLUG". WALL MOUNTED NETWORKING CABINET LOCATION TO THE STORE DEMARC THROUGH CONDUIT AND TERMINATE CABLE AT NETWORKING O NO. DESCRIPTION DATE CABINET PER WIRING DETAIL 8/E4.0. CABLE FROM NETWORKING CABINET WILL TERMINATE TO THE THIRD POSITION ON THE VOICE bio BLOCK PER WIRING DIAGRAM 11/E4.0. LABEL THE CABLE AT 66 BLOCK AND JACK AT THE WALL MOUNTED NETWORKING CABINET AS "NETWORKING CABINET JACK". O I OWNER G-OMMENTS 2-20-13 GENERAL WIRING / CONSTRUCTION DETAILS u PANNEX DEVIGE AIC, POWERED WITH 1. ALL WIRING TO BE TERMINATED TO TIA/EIA-B STANDARD WITH T568B PIN OUT. BATTERY BACKUP. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 18 INCHES FROM ALL NOISE EMANATING ELECTRICAL Cal FURNISHED AND EQUIPMENT (E.G. BALLASTS, POWER FEEDER CABLES, ETC). Q INSTALLED BY TENANT. 3 LIGHTHAUS SYSTEM 3. DO NOT TERMINATE CABLE NEAR OR ON METAL POLES OR RACKS. 4. WORKING CLEARANCE FOR CRAFTSMEN TO MAINTAIN AND SERVICE EQUIPMENT (I.E. TO FULLY OPEN CABINET �p NO SCALE DOOR, TO HAVE CLEAR VIEW OF EQUIPMENT AND CABLING, TO BE ABLE TO FULLY MANIPULATE EQUIPMENT AND o� CABLING, ETC) AND FOR ADA COMPLIANCE IS 3'. 5. ALL CONDUIT INSTALLATIONS MUST BE APPROPRIATELY SIZED TO ACCOMMODATE FUTURE CABLING, AS WELL AS NOT TO EXCEED FIRE STOP MANUFACTURER GUIDELINES REGARDING FILL RATIOS OR FIRE STOP SYSTEMS FILL (MONITOR) RATIOS. 6. ALL CONDUIT, CONDUIT SLEEVES AND PULL 5OXE5 MUST BE ACCESSIBLE FOR EASY INSTALLATION OF HORIZONTAL AND BACK BONE CABLING (I.E. CONDUIT, CONDUIT SLEEVES OR PULL BOXES CANNOT TERMINATE ABOVE A GYPSUM BOARD CEILING, ACCESS TO CONDUIT CONDUIT SLEEVE OR PULL BOX CANNOT BE BLOCKED GONTROL CONDUCTORS PLENUM RATED BY HVAC OR SIMILAR MECHANICALS, ETC). R6-6, BLAGK 1. NO MORE THAN (2) 90 DEGREE BENDS (OR EQUIVALENT) BETWEEN PULL BOXES ARE ALLOWED. DOOR LOOP- FURN15HED SOLID COPPER WIRE, DATE: 12-13-12 8. NO MORE THAN 150' OF CONTINUOUS CONDUIT (WITH OR WITHOUT BENDS) BETWEEN PULL BOXES ARE ALLOWED. AND INSTALLED BY TENANT (MONITOR) PROVIDE BOX AT 48" A.F.F. AND 5 DUIT 9. WHENEVER A CEILING SPACE WILL BE MADE INACCESSIBLE TO FUTURE CABLING INSTALLATION, AN WPULL STRI " ABOVE FINISHE G. SCALE: AS NOTEDITH APPROPRIATELY SIZED EMT CONDUIT MUST BE INSTALLED FOR FUTURE USE. INACCESSIBLE CEILING WILL BE DEFINED A$ ANY CEILING THAT IS NOT A DROP TILE CEILING. GROSS AREA: 5,503 SQ. FT. 10. PULL STRINGS MUST BE LEFT IN ALL CONDUITS DURING INSTALLATION. 11. CONDUIT ELBOWS (ALSO KNOWN AS AN LB) ARE NOT ACCEPTABLE AS THEY DO NOT ALLOW THE PROPER BEND RADIUS NEEDED TO MAINTAIN THE INTEGRITY OF THE CABLING. VIDEO PLAYER AT MANAGER'S (MONITOR) SALES AREA: 3,584 SQ. FT. 12. FLEXIBLE CONDUIT 15 NOT ACCEPTABLE. ALL CONDUIT MUST BE EMT OR RIGID CONDUIT. 13. OUTLET HEIGHTS AND LOCATIONS MUST BE COORDINATED WITH FURNITURE DESIGN TO ENSURE ACCESSIBILITY PROJECT #: FL-086 AND FUNCTIONALITY (I.E. OTHER EQUIPMENT MAY BE INSTALLED WHICH WILL BLOCK A TELECOM OR DATA OUTLET DRAWN BY: MAKING IT IMPOSSIBLE TO PLUG IN OR UNPLUG NEW EQUIPMENT OR TROUBLESHOOT ISSUES WITH EXISTING). 14. ALL OTHER REGIONAL DESIGN REQUIREMENTS IN REGARDS TO EARTHQUAKES OR OTHER DISASTER (SALE'S AREA WRAP) STAFF REGULATIONS MUST BE MET. 15. TENANT'S VENDOR SHALL LEAVE ONE "AS BUILT" COPY OF THIS DRAWING WITH THE STORE MANAGER. NOTE: TENANT'S GENERAL CONTRACTOR SHALL INSTALL CONDUIT AND PULL STRING PER THE SPECIFICATIONS ENANT E.G. TO FURNI5H AND INSTALL CONDUIT AND PULL WIRE TO ALL AN LOCATIONS AS REQUIRED BY AN VENDOR. CONFIRM REGUIREMENT5 AND LOCATIONS WITH OWNER PRIOR TO BID. 0 GENERAL VOICE SYSTEM NOTES NO SCALE 6 PANIC DOOR EXIT DEVICE 2 (NOT USED) NO SCALE �Iq yP ^�; . *�"•,:. .tis~ `n'�t4li td",^N: GONTROL TRANSFORMER ' ' '� SPORTS " r H\/AG EQUIPMENT 0D HVAC TERMINAL 5TRIP Q 24 VOLT GONTROL(A/G) 8 CONOUGTOR5, " i AWG GN SOLID GnPPER WIRE,INSULATED WITH N SP 5P> � HIGH-DENSITY (HOLD UP) POLYETHYLENE.GONDUGTORS PARALLEL ENGL05ED IN BROWN PVG JAGKET. �SPEKER CONDUCTORS PLENUM RATED # 16 6A. 2- GONDucroR, BLAGK PROJECT TITLE 50LID COPPER WIRE, �51N� .� T-STAT/SENSOR LOGATION. PROVIDE JUNCTION BOX AT LOGATION AND 3/4" CONDUIT WITH PULL STRING TO 6" ABOVE FINISHED GEILIN6. HIRE #4 PROVIDE JUNGTION BOX AT 48" A.F.F. AND 3/4" GONDUIT WITH PULL STRING TO 6" ABOVE FINISHED SEMINOLE TOWNE CENTER 1255 BURG ANNUNCIATOR CEILING. O J 00 TOWNE CENTER CIRCLE ZN-6 (DS939) - -- SANFORD, FL 32771 ZN-4 (HOLD UP) ZN-1 (1082) ZN-7 CDS9 9) ZN-3 CFC,-730) (MANAGER'5 DESK) �- SP� Sp Sp> SPACE K04 9 H VAC TH E R M O STAT WIRING NO SCALE WI # ID (5ALE'S AREA) 14508 BUZZER BELOW DESK BUZZER MTD. INSIDE: BAGKWRAP GOUNTER (MONITOR) NOTE:TENANT E.G. TO FURNI5H AND INSTALL GONDUIT AND PULL WIRE TO ALL AN LOCATIONS A5 REQUIRED BY AN VENDOR. STORE NO. TRANSFORMER E WWARDS #1�5) (EDWARDS #125) D-116 BACK CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. 5IDE OFREAR DELIVERY DOOR ONAGER 5 DESK (MANAGER'S AREA) TO (EDWARD5 #5qO) dO PANEL 'HIRE 120V COMMON ZN-12 (DS860) #" SHEET TITLE _ N N U) 00 00 M CONTRACTOR SHALL INSTALL AN ETHERNET GABLE (TWISTED 5. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 16 SHIELDED GABLE) FROM THE MANAGER'S DESK TO THE SALES LOW VOLTAGE 0 0 00 .. A INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. AREA FLOOR ABOVE STOCKROOM ENTRANCE DOOR, TYPICALLY BALLASTS, POWER FEEDER GABLES, ETC.) FOR ENTIRE GABLE RUN. M BELOW OR ABOVE THE EXIT SIGN. NOTES I o Z � N b. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH NOTE: DO NOT TERMINATE CABLE NEAR OR ON METAL POLES CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED IV Z N OR RACKS. CABLES, INCLUDING CABLE SHIELD. DETAILS PU5H BUTTON AT LABLE GABLE AT MANAGER'S DESK AS 'ACCESS POINT'. 7. CONTRACTOR SHALL LEAVE ONE AS BUILT COPY OF THIS REAR DELIVERY DOOR (EDWARDS #I186(-B) NOTE:ALL LOGATION5 A5 REGWIRED BY SEGURTY VENDOR. CONFIRM REQUIREMENTS AND LorATiON5 WITH OWNER PRIOR To BID. CONTRACTOR SHALL INSTALL CABLE LEAVING ANY AND ALL DRAWING WITH STORE MANAGER(S). SLACK COIL IN MANAGER'S AREA. 8. CONTRACTOR SHALL INSTALL (2) SCREWS TO BE USED TO HANG THE ACCESS POINT. THE HEAD OF THE SCREWS MAY NOT TO EXCEED MATERIALS TO BE SUPPLIED BY FOOT LOCKER. 1/4" IN DIAMETER THERE MUST BE A MINIMUM CLEARANCE OF 8" E4m SHEET NO.1 8 REAR SERVICE DOOR BUZZER SYSTEM NO SCALE 5 LOSS PREVENTION ALARM SYSTEM DETAIL NO SCALE t 1 AUDIO SYSTEM WIRING DIAGRAM NO SCALE CH TYRONE PROTOTYPE