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HomeMy WebLinkAbout229 Towne Center Cir (a)CSI N0. DESCRIPTION CONTRACTOR CONTRACTOR STRIDE RITE LANDLORD REQUIRED - NOTES FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL - DIV. I GENERAL 100% COLLECTIVE BRANDS, ING. STOREFRONT SIGN 120 SOUTHEAST SIXTH AVE., SUITE 102 SEMINOLE TONNE CENTER TOPEKA, K5 66603-3519 -200 TONNE CENTER CIRCLE PHONE: (800) 800-4320 01000 PERMITS AND APPROVAL 0 ® MALL MGR. FAX: (185).210-1881 PHONE: 401-323-1843 fz/.,5fi Tal FAX: 401-523-2464 PROVIDE2 5ET5 TO STRIDE RITE PROJECT MANAGER 01000 SHOP DRANIN65 0 A.32 INTERIOR ELEVATIONS - 915PLAY FIXTURE5 A.40 STOREFRONT SECTIONS 01000 TEMPORARY UTILITIES A.50 ipi 'l/ /N NY..S / � v / ///f/✓/L 161 t� Y A.52 01000 TEMPORARY PHONE AND FAX ® 0 i4 mm A.60 ' �_ • FX -I ,;std 01000 TEMPORARY LIGHTING 0 0 ECHANIC L M-1 MECHANICAL PLAN AND SCHEDULES LLry °� tj,v>sktt o J F ri ELECTRICAL 01000 GON5TR .,TION BARRICADE E-2 ELEGTRGIAL POKER PLAN E-3 EEG G L TRI AL SPEGIFIGATIONSEDU E5 AND SGH L 01000 CLOSE OUT 0 ® FRAMED G. OF 0., TEST AND BALLANGE REPORT, WARRANTY DOCUMENTS, A5 -BUILT DRAAIN65 DIV -2 51TE NORK. 02050 DEMOLITION 0 0 02050 CONCRETE, GORING/IRFNCHING 0 DIV.5 CONCRETE 03001 GONGRETE 5LAB ® 0 PATCH AND REPAIR A5 REQUIRED TO MATCH EXI5TIN6 DIV.5 METALS 05500 METAL FABRICATIONS 0 0 DIV. 6 NOOD AND PLASTICS 06100 ROUGH GARPENTRY 0 06402 INTERIOR ARCH. WOODNORK / GA5ENORK i 0 5ALE5 AREA BASE 0 ® 1 X 6 POPLAR, PAINTED PT -4 5EMI-GLo55 WOOD GA5ED OPENING5 0 ® POPLAR TRIM, PAINTED PT -4 SEMI -GLOSS HOOD TRIM 0 ® 113-1 SJPPI-IED BY G.G. GASH WRAP ®0 FABRICATOR TO PROVIDE INSTALLATION IN5TRUGTION5 FURNITURE AND ACCESSORIES 0 MGR'5 DESK AND SHELVES ABOVE 0 STOREFRONT MILLWORK STOREFRONT BASE 0I`1. 1 THERMAL / M015TURE PROTECTION 01210 FIRE5TOPPING _ 0 ® 01101 JOINT SEALANTS 0 _ DIV. 8 DOORS AND NINDOK5 08110 METAL DOORS AND FRAME5 0 0 08400 6LA55 DOORS # 0 NEN STOREFRONT DOORS BT TENANT'S G.G. 08110 DOOR HARDNARE 0 0 0880o GLAZING DIV. q FINISHES 09255 GYPSUM BOARD A55EMBLIE5 DEM151NG GYP5UM BOARD _ 0 ® TENANT DEM151NG WALL METAL STUD FRAMING 15 EXI5TING PARTITIONS 0 Og300 TILE 061511 GEILING 0 Og550 FLOORING 01bb0 RE51LENT FLOOR COVERING AND BASE ® 0 016610 GARPET ® ® CARPET ADHESIVE ® i _ G.G. TO CONFIRM W/ MFG. FOR APPROPRIATE APHE51VE AND INSTALLATION Og100 PAINTING DIV. 10 SPECIALTIES 10005 CORNER GUARD5 - CLEAR ACRYLIC, 0 ® G.G. TO COORDINATE A5 REQUIRED 10245 SIGNAGE 0 0 G.G. TO COORDINATE A5 REQUIRED 10522 FIRE EXTINC05HER Ioc= TOILET ACCESSORIES 0 IO800 STOCK ROOM SHELVING ® 0 METAL 5HELVIN6 DIV. 15 MECHANICAL 15300 SPRINKLER MODIFICATIONS ® 0 SPRINKLER MAIN 0 0 5PRINKLER MAIN TO DEMISED SPACE BY LANDLORD _ GRID, BRANGH LINES AND 5PRINK. HEADS ® 0 ® 5EE LANDLORD'S DESIGN CRITERIA MAWAL FOR ADDITIONAL INFORMATION 15400 PLUMBING i FIXTURES ® ® _ 15500 HVAC SUPPLIES AIR FROM HVAG EQUIP. 0 A.G. EQUIPMENT 0 0 EXISTING VA.V. BOX TO REMAIN, 5EE MECH. PLANS A.G. WIRE AND CONNECTIONS 0 DIFFU55ERS AND GRILLES 0 8® TOILET EXHAUST FAN ® � THERMOSTATS AND CONTROLS 0 0 A.G. GTRL WIRING - LON VOLTAGE 0 A.G. CTRL WIRING - LINE VOLTAGE 0 0 BY ELECTRICAL CONTRACTOR DUGT5 0 AIR BALANGING 0 ® SUBMIT REPORT TO PROJECT MGR. AT TURNOVER DATE INSULATION ® 0 FIRE DAMPERS i ® A5 REOV. BY L1., COORDINATE NU L.L. REQMT'S 4 MEGH. OWG5. SMOKE EVACUATION ® 0 A5 REOV, BY L.L., COORDINATE N/ L.L. REQMT5 4 MEGH. 0N65. 5MOKE DETEGTOR5 ® 0 AS REQb. BY L.L., GOORDINATE N/ L.L. REQMT5 4 MECH. DW -k. DIV, 162 ELECTRICAL ]6000 ELEGTRIGAL MAIN CONDUIT ® ® EXI5TING EMPTY CONDUIT SPACE BY LANDLOORD MAIN AIRING ® ® SIZED TO MEET CALCULATED DEMAND LOAD R.EQUIREMENT5 METER 0 ® EXI5TIN6 LIGHT FIXTURES 0 FURN15HED THROUGH SPECIALTY LIGHTING GROUP WIRING TRANSFORMER 0 0 SEE ELEGTRIGAL ON65. PANEL BOARD 0 i SEE ELEGTRIGAL DA65. ALARM SYSTEM ® 0 A5 REOP BY CODE 4 L -L., COORDINATE NV L1. REQMT'S 4 MEGH. DN55. 16141 TELEPHONE SYSTEM CONDUIT TD LEASEHOLD 0 ! EXISTING EMPTY CONDUIT SPACE BY LANDLOORD GONDUGTOR5 TO LEASEHOLD 0 EQUIPMENT 0 0 WIRING 0 CONDUIT ® 0 G.G. TO SUPPLY CONDUIT A/ PULL STRING 16144 P.0.5. DATA 5T5TEM5 EQUIPMENT ® 0 WIRING ® ® G.G. TO FA GONDUIT 4 PULL STRING ABOVE GEILING FROM GASHNRAP CONDUIT 0 _ TO MANAGER'5 DESK FOR PRINTER NOTES: 1. THE NORK OF THI5 CONTRACT IS NOT DEFINED EXCLUSIVELY BY THE RESPONSIBILITY SCHEDULE. 2• TO DETERMINE THE AORK OF THE CONTRACT, REVIEN ALL DRAWINGS, SPECIFICATIONS AND CONTRACT DOCUMENTS. 3. THE FOLL ONING 15 A LIST OF ITEMS, AND THE VENDOR THEY ARE SUPPLIED FROM, THAT WILL BE SHIPPED TO THE STORE ADDRESS BEFORE THE END OF CON5TRUGTION. THESE ARI; ITEMS SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. THESE BOXES WILL BE LABELED TO THE ATTENTION OF THE GENERAL CONTRACTOR AND SHOULD BE ACCEPTED NHEN DELIVERED. R05E DISPLAY DEPARTMENT SIGN (BABY) DEPARTMENT SIGN (BOY5) DEPARTMENT510N (6ILR5) WINDOW 51GNAGE FKUJ E(0%; T R E S P 0 ON"So"It"J"I L I T Y S C H E D .. U . STORE SQUARE FOOTAPE LOCATION 50. FT. % OF AREA SALES AREA 506 4q.4% STOCK AREA 3615 38.5% ACCESSORY USE 124 12.1% TOTAL LEASE AREA 1,025 100% STOCK ROOIA CAP4CITY 23UNIT5AT4'LX12'HXq"W 1,104X4.6= 5,018 15 UNITS AT 3'LX12'HXq"W 540X4.6= 2,484 0UNITS AT2'LX12'HXq"W 0X4.6= 0 TOTAL FAX: (311) 685-1222 1562 STRIDE RITE O� INERSHIP ARGHITEGTURAL MGR. LANDLORD COLLECTIVE BRANDS, ING. SIMON PROPERTY GROUP 120 SOUTHEAST 51XTH AVE., SUITE 102 .225 NF5T AA5HIN6TON STREET, 8TH FLR. TOPEKA, K5 66603-3511 INDIANAPOLIS, IN 46204 JENNIFER BOETTGHER DAVID FLETCHER, TENANT COORDINATOR PHONE: (1a5)_21O-1&2O PHONE: (317)263-2281 FAX: (185) 210-1880 FAX: (311) 685-1222 GONSTRIJGTION MGR. ALL 6LA55 AND DOORS SHALL BE SUPPLIED PHONE: (181)223-8880 PR0JEGT ADDRESS COLLECTIVE BRANDS, ING. STOREFRONT SIGN 120 SOUTHEAST SIXTH AVE., SUITE 102 SEMINOLE TONNE CENTER TOPEKA, K5 66603-3519 -200 TONNE CENTER CIRCLE PHONE: (800) 800-4320 SANFORD, FL 32111 DALE COULTER NOTE: SIGN SUPPLIED BY 5TRIDE RITE PHONE: (185) 210-1815 MALL MGR. FAX: (185).210-1881 PHONE: 401-323-1843 fz/.,5fi Tal FAX: 401-523-2464 CONSULTANTS ARGHITEGT MEGH. $ ELEG. ENG. LARRY 5HANKNEILER, ARCHITECT W.J. SUTHERLAND 4 ASSOCIATES, INC. 4011 SNOWY REACH 6300 W. OLD SHAKOPEE ROAD, SUITE 140 MANHATTAN, K5 66503 BLOOMINGTON, MN 55438 LARRY 5HANKAEILER, AIA PHOV KONG PHONE: (185) 110-1211 PHONE: (152) 346-4180 FAX: (185) 110-9218 FAX: (152) 346-4181 E-MAIL: LARRY5®L55ARGHITEGTURE.GOM JURISDICTIONAL AUTHORITIES BUILDING DEPT. FIRE DEPARTMENT GITY SANFORD CITY OF 5ANFORD BUILDING DEPARTMENT FIRE DEPARTMENT 300 NORTH PARK AVENUE / 1300 CENTRAL PARK DRIVE SANFORD, FL 32111 / SANFORD, FL 321131 GAR" INN - BU�I.RM6 OFFICIAL GERARD RAN50M - FIRE CHIEF PHONE:( 688-5150 PHONE: (401) b88-5040 FAX: (�--- FAX: (401) 688 ----- ENDER / SUPPLIER INFORMATION LIST THE FOLLOWING 15 A LIST OF SEPARATE GONTRAGTOR5 WHO HAVE PRIME GONTRAGT5 KITH THE OWNER TO PERFORM NORK ON THI5 PROJECT. LIGHT FIXTURES STOREFRONT MILLWORK SPECIALTY LIGHTING GROUP SOUTH COAST 6LA55 4 ALUMINUM ING. LOORAINE GARIGLIANO GLENN GREGORY PHONE: (860) 161-0110 PHONE: (181) 545-4441 CARPET NOTE: STOREFRONT MILL WORK SHALL BE STORAGE* SUPPLIED BY STRIDE RITE THROUGH SOUTH INTERFACE INC. COAST GLAS5 AND INSTALLED BY G.G. TOM NUTTER ALL 6LA55 AND DOORS SHALL BE SUPPLIED PHONE: (181)223-8880 AND IN5TALLED BY G.G. HARTGO WOOD FLOORING STOREFRONT SIGN ASSOCIATED / AGC, INTERNATIONAL GOLITE INTERNATIONAL LTD. BOB ODG15 DENNIS TONER PHONE: (800) 800-4320 PHONE: (803) q26-16126 NOTE: SIGN SUPPLIED BY 5TRIDE RITE STOGK ROOM EXCALIBER 5HELVIN6 OR055 STREET FIXTURES JOE NEDDER PHONE: (508) 218-2225 LADDERS / TRAGK GOTTERMAN COMPANY TIM NINKLER PHONE: (800) 552-3331 FIXTURE MILLWORK GU5TOM 5URROUNDIN65 CHRIS 5GHERRY PHONE: (330) 483-1020 EXT -201 j f far /A( OA j/3 ;/V9.)Rr�;' FV1,!'10 ' 1-,3 1 F'A(j/ DIRECTORYPROJECT mm SEMINOLE TOWNE CENTER SUITE Nu'o'4'8, UPPER LEV"EL 20`0 TOWNE Co%;'mwr=m_mNkwTER SANFORummk, FL 3277 -IA PPLICADLE CODES PLANS ARE IN COMPLIANCE WITH -2004 FBG AND THE 1780.2005 AND2006 SUPPLEMENTS, THE -2004 FLORIDA FIRE PREVENTION CODE AND ALL APPLICABLE BUILDING CODES. BUILDING: -2004 FLORIDA BUILDING CODE AND 2005 AND -2006 FLORIDA DUILDING GORE SUPPLEMENTS MEGHANIGAL: 2004 FLORIDA MECHANICAL CODE PLUMBING: .2004 FLORIDA PLUMBING GODS ELECTRICAL: 2002 NATIONAL ELECTRICAL GODE WITH -2005 AMENDMENTS FIRE: _2004 FLORIDA FIRE PREVENTION CODE - NFPA 101 HANDICAP: 2004 FLORIDA BUILDING CODE (CHAPTER 11) ENERGY EFFIGENGY CODE: .2004 FLORIDA BUILDING CODE (CHAPTER 13) LODE ANALYSIS ZONING: GENERAL COMMERCIAL, MALL OCCUPANCY GROUP: M - MERCANTILE MALL CONSTRUCTION TYPE: TYPE II -B UNPROTECTED FULLY 5PRINKLERED MALL TYPE: 2 STORY, COVERED MALL OCCUPANT LOAD USE AREA' 50. FT PER PERSON OCCUPANT LOAD SALES* 506 30 11 STORAGE* 315 300 _2 AGOE55ORY USE 124 N/A 0 TOTAL 1,025 U 11 EXCLUDE AREA FOR CORRIDORS, 5TAIRAAY5, TOILET ROOMS, MECHANICAL ROOMS, CLOSETS, AND PERMANENT FIXTURES. TRAVEL 1215TANGE PERMITTED: -250' MAXIMUM WITH SPRINKLER SYSTEM PROVIDED: + 54' ACTUAL FROM REAR OF 5TOGK ROOM TO STOREFRONT ENTRY EXIT NIOTH REQUIRED REQUIRED: WITH SPRINKLERS, SYSTEM .15 INCHES X 19 OCCUPANT LOAD: 3 INCHES (36" MIN) PROVIDED: DOOR NUMBER I = 162 INGHE5 (STOREFRONT ROLL -UP (5RILLE) NUMBER OF EXITS REWIRED cif"rt�Fir IF-WDuaA L7ECO REQUIRED: I �E< PL.ANS ARB REVIEWED AND CONDISLJED TIONALLY LBE PROVIDED: I CCEpTED FOR ?ER?AITLA P E TO PROCeE.D WITH COh7STRUEU TO 13 _ THE WORK AND NOr AS AT'Ao1DCYAf IOYv� L THE NUMBER OF EMPLOYEES: C_APICEL, ALTER. OR SL' S. NOR SHAM F+ROVIs1UN5 cF'rP t TECHNICAL COD_ -2 AVERAGE PER SHIFT (3 MAX) 15UANCC OF A wERMIT PREVENT THE BLill DING 2 SHIFTS PER DAY 0� p -r prjoht THEREAFTER REQUIRING A CORREC- fANS , � NE Q IVIOLA-I"IOi`i5 OF PL CODES - PROJECT DATA NEW STRIDE RITE GHILDREW5 GROUP INC. STORE GON5TRUCTION PROGRAM INCLUDED: ARCHITECTURAL: BUILD OUT OF SPACE NEN FLOORING AND NEW WALL FIN15H LIGHT FIXTURES THROUGHOUT 5ALE5 AREA AND STOCK ROOM SPACE MERGHAND151N6 D15PLAY FIXTURES THROUGHOUT 5ALE5 AREA STOCK 5HELVING IN STOCK ROOM NATURALILINrNOOD BASE PERM # GARPET FLOORING IN SALES AREA SEALED CONCRETE FLOORING IN STOCK ROOM STOREFRONT DE516N AND 5I6NA6E ADA GOMPLIANT RE5TROOM MECHANICAL: SEE SHEET M-1 AND M-2 FOR 50OPE OF NORK. ELECTRICAL: SEE SHEETS E -I, E-2 AND E-3 FOR SCOPE OF WOR AV j M i D r � SCOPE OF_.WORK n e r I 9asGdi,., DESCRIPTION -ARCHITECTURAL REV1,5ED R's' -Jauolll u d�l�y rC 7S!.ifx ?C3f brr* 1ffJnb.dntft Sr.irtc5 i GENERAL NOTES / ABBREVIATIONS A.10 ... rl t uu ttq s FLOOR PLAN rs A21 REFLECTED GEILING PLAN U - i Sul A.23 FIXTURE FLOOR PLAN z( ENLARGED STOREFRONT FLOOR PLAN A25 R1ilx 2 .. fz/.,5fi Tal ., EXTERIOR ELEVATIONS a A01 ,,{ ✓y ,..s. A.32 INTERIOR ELEVATIONS - 915PLAY FIXTURE5 A.40 STOREFRONT SECTIONS A.41 STOREFRONT SECTIONS A.50 ipi 'l/ /N NY..S / � v / ///f/✓/L 161 t� Y A.52 ,x - sk i4 mm A.60 ' �_ • FX -I ,;std FX -2 FIXTURE DETAILS ECHANIC L M-1 MECHANICAL PLAN AND SCHEDULES LLry °� tj,v>sktt o J F ri EXISTING PUBLIG HANDICAPPED AGGE551BLE RE5TROOM5 SEARS I I I JCPENNEY _--- 11 `� s L�7� o BURDINE5 CE>o o a D C ` a D 0 0 <aD DILLARD'S PAR151AN EXI5TIN6 HANDICAPPED ACGE55113LE L PROP05ED PARKING STALLS ARE PROVIDED STRIDE RITE STORE BY MALL (LANDLORD) SPACE NO. N08 UPPER LEVEL SHEETJ DESCRIPTION -ARCHITECTURAL REV1,5ED A.00 TITLE SHEET d�l�y rC 7S!.ifx ?C3f brr* 1ffJnb.dntft Sr.irtc5 i GENERAL NOTES / ABBREVIATIONS A.10 DEMOLITION FLOOR PLAN A.20 FLOOR PLAN A21 REFLECTED GEILING PLAN U - i Sul A.23 FIXTURE FLOOR PLAN z( ENLARGED STOREFRONT FLOOR PLAN A25 R1ilx 2 .. fz/.,5fi Tal ., EXTERIOR ELEVATIONS A01 ,,{ ✓y ,..s. A.32 INTERIOR ELEVATIONS - 915PLAY FIXTURE5 A.40 STOREFRONT SECTIONS A.41 STOREFRONT SECTIONS A.50 DETAILS 'l/ /N NY..S / � v / ///f/✓/L 161 t� Y A.52 ,x - sk i4 mm A.60 ' �_ • FX -I ,;std FX -2 FIXTURE DETAILS ECHANIC L M-1 MECHANICAL PLAN AND SCHEDULES LLry °� tj,v>sktt o J F ri ELECTRICAL EXISTING PUBLIG HANDICAPPED AGGE551BLE RE5TROOM5 SEARS I I I JCPENNEY _--- 11 `� s L�7� o BURDINE5 CE>o o a D C ` a D 0 0 <aD DILLARD'S PAR151AN EXI5TIN6 HANDICAPPED ACGE55113LE L PROP05ED PARKING STALLS ARE PROVIDED STRIDE RITE STORE BY MALL (LANDLORD) SPACE NO. N08 UPPER LEVEL SHEETJ DESCRIPTION -ARCHITECTURAL REV1,5ED A.00 TITLE SHEET A.01 GENERAL NOTES / ABBREVIATIONS A.10 DEMOLITION FLOOR PLAN A.20 FLOOR PLAN A21 REFLECTED GEILING PLAN A22 FIN15H FLOOR PLAN A.23 FIXTURE FLOOR PLAN A24 ENLARGED STOREFRONT FLOOR PLAN A25 ENLARGED STOREFRONT GEILING PLAN A.30 EXTERIOR ELEVATIONS A01 INTERIOR ELEVATIONS - NALL PAINT A.32 INTERIOR ELEVATIONS - 915PLAY FIXTURE5 A.40 STOREFRONT SECTIONS A.41 STOREFRONT SECTIONS A.50 DETAILS A.51 DETAILS A.52 DOOR SCHEDULE 4 DETAILS A.53 FIRE5TOPPIN(5 DETAILS pm m 10 i4 mm A.60 5PEGIFIGATION5 a m • I "� �_ • FX -I FIXTURE DETAILS FX -2 FIXTURE DETAILS ECHANIC L M-1 MECHANICAL PLAN AND SCHEDULES M-2 MECHANICAL SPECIFICATIONS ELECTRICAL E -I ELEGTRCIA. LIGHTING PLAN E-2 ELEGTRGIAL POKER PLAN E-3 EEG G L TRI AL SPEGIFIGATIONSEDU E5 AND SGH L SHEET INDEX--- , `A,f � J',i M•� Y v A PROJECT NO. moo -27 DISABLED AGGE55 NOTES I. SITE DEVELOPMENT I. Grady and develop site so that all primary building entrances are accossiblo to the physically disabled from both the public way and from the special parking spaco(s) provided for the disabled. II. PARKING I. Handicapped parking Is existing In Mall parking lot. Varity with the Mall situ plan. 2. Each space shall be 14 fact wide and outlined to provide a q foot parking area and a 5 foot loading and unloading area. 3. More (2 single disabled parking stall is provided, it shall bo 17'-O" wldv and outlined to provide a q' -O" wider parking area and a 8'-O" loading and unloading area on the passenger side of the vehicle. 4. (2) Two adjacont parking spaces may be provided with a 23 foot wide area lined to provide a q foot parking area on oath gide of a 5 foot loading and unloading area In the) contor. b) Ono In ovor-y eight accossiblo spaces, but not less than ono, shall be svrvod by an access aisle qb Inches wldo and shall be doslgnated van accesslbly. All such spaces may be grovpod on ono level of a parking structure. F�. The minimum length of each parking space shall by 18 foot, 6. Surface slopes of parking spacos for the physically disabled shall not exceed 1/4 -Inch par foot (2.Oa5% gradient) in any direction. 7. When loss than 5 parking spacers are provided, at build- ings and facilltlos subjvct to those regulations, one shall be 14 foot wide and lined to provide a q foot parking area and a 5 foot loading and unloading area. Harwvvr; there Is no rogviroment that the space be rosorvvd vxcluzlvvly or, Identified for disabled use only. 8. All parking structural and parking garages shall have C050 led vd arkin spaces cos and all entrances leadin to disabled parking spaces and vehicle exits from dl ablod parking spacers Including the driveway, aisle and stall area, shall have a minimum vertical clearance of V-2". q. The 8'-2" vortical dimenslon shall be located so as not to rvqulro Its u5or, to wheel or, walk behind any other disabled or non-dlgablod parking space. 10. A disabled parking space shall be located so as not to rvquiry Its user to Mae] or walk behind any other, dl5- ablod or, non--dlsablod parking space. Ii. Pode5trian ways which are occos5lblo to the physically disabled shall be provided from each disabled parking space to related facilities, Including curb cuts or- romps rramps as needed. 12. In each parking area, a bumper or curb shall be provided and located to prevent encroachment of cars over, the required width OF walkways. 13. Physically dlsabled parking spaces shall be located as near, as practical to primary ontronco(s). 14. When dlsabled parking Is located such that the path of travel from the disabled parking spacos(s) to a build - Ing or, facility requires a disabled person to travol Into the public way, the entire path of travel, Includ- Ing that portion in the) public wayy, shall conform to all applicable code rvqulrvmentg. 14. When separate parking areas such as covered and vn- covered areas, non -interconnected parking areas or, levels or separate parking areas or, strvcturos, are provided on a slto, each parking area Shall have d15- abled parking stalls. 15. Each parking spat© ro5orved for persons with physical dizabilltios shall be Identified by a rof lectorized sign permanently posted Immediately adjavant to and visible from each stall or, space, consisting of a profile view of a whoelchair, with occupant In whlto on dark blue backgrovnd. The sign Man in the path of travel, shall be posted at a minimum height of 80" from the bottom of the sign to the parking spoca Finished grade. Signs may also be cantered on the wall at the Interior, and of the parking space at a minimum height Of 36" from the parking spaces fini5hod grade, ground or sidewalk. 16. An additional sign shall also be posted, In a con- 5plcuou5 place, cat each ontronce to off-street parking facilities, or immediately adjacent to and visible from each stall or, spew. The sign shall be not loss than I7" X 22" in 51zo with lettering not lass than I" in holght, which clearly and conspicuously states the following, "Unauthorized vvhlclos parked in designated handicapped spaces not displaying distinguishing placards or Ilcenso plates issued for physlcally disablod parsons may be towed away at ownor'5 oxponso. ToNod vehicles may be reclaimed at...............or .............or by telephoning ........................ Verify w/ local authority 17. In addition, to the above 519nago rvgvfromont5, the surface of tach parking placo shall have a surface Identification duplicating the symbol of accosslblllty consisting of a white figure on a blue background, at loo5t 5 foot square. III. WALKS AND SIDEWALKS I. Walks and sidewalks subject to those regulations shall have a continuous common surfaco, not interrupted by steps or, by abrupt changes In level excooding 1/2 Inch, and shall be a minimum of 48-incho5 In wldth. 2. Surfaces with a slope of loss than 6 porcont gradiont shall ba at least as slip-rosistant as that dogcribod as a medium salted finish. 3. Surfaces with a slope of 6 porcont gradient or, greater, shall be slip-raslstant. 4. Mon the slope in the direction of travel of any walk oxcoocb I vertical to 20 horizontal (5% gradient) It shall comply with the provisions for pedestrian ramps. 5. Surface cross slopes shall not exceed 1/4 -inch par, foot. 6. Walk -s, sldewalks and pedestrian ways shall be frau of gratings whenever, possible. For gratings located in the surface of any of thoso areas, grid oponinggs In gratings shall be limited to 1/2 -Inch In the) dfrvcilon of traffic flow. 7. Abrupt changes In loval along any acce5lblo rovto shall not oxcood 1/2 -Inch. Mon changos In lovol do occur, thea shall be limited to 1/2 -inch in the diroction of traffic flow. 8. When changos in lovols greater, than 1/2 -Inch are neces- sary they shall comply with the roquiromont5 for curb ramps. q. WaIk3 shall be provided with a level arae not less than 60-inche5 x 60-Inche5 at a door or gate that swings toward the walk, and not less than 48-Inche5 wldv by 44-Incho5 doep at a door or gate that sings away from the walk. Such Nalks shall oxtond 24-inche5 to tho side of the strike edge of a door or, goto that swings toward the walk. 10. All walks with continuous gradients shall have level areas at least 5 feat In length at Intervals of at least every 400 foot. 1V. RAMPS I. Any path of travol shall be consldered a ramp If Its slopo Is greater than I ft, rise in 20 ft. of horizon- tal run. 2. Podastrlan ramps other, than those sowing primary entrances to buildings shall hove) a cloar width not less than the width required for exits. 3. Pedestrian ramps serving primary entrances to buildings shall be a minimum 48-Inche5 clear, width but not less than the width roqulrod for exits. 4. Pedestrian ramps sorving primary entrances to buildings having an occupant load of 300 or, more shall have a minimum clear, wldth of 6o-Inche5. 5. Ramp width shall be not less than that for Stairs or vxits, may be 36" min. If sarving an R occupancy with an occupant load of 50 or, less, shall be 60" min. if serving the primary entrance of a building with an occupant load of 300 or, more and shall be 45" min. otherwiso. 6. The maximum slope of a ramp that serves any exitway, provides handicap access or, is in the path of travel shalt be I foot rise in 12 feet of horizontal run. 7. Ramp landings shall be proAclod at the top and bottom of each ramp. 8. Intermediate landings shall ba provided at Intervals not excooding 30-Inche5 of vertical rise and at oath change of direction. Landings are not considered in determining the maximum horizontal distance of each ramp. q. Top landings shall not be loss than 60-Inche5 wlde and shall have a length of not less than 60-Incho5 in the direction romp run. 10. Doors in any position shall not roduce the minimum dimension of the romp landing to less than 42 -Inches and shall not reduce the required wldth by more than 3 Inches whon fully open. II. The width of the landing shall extend 24 -inches past the strike edge of any door or, gate for exterior ramps and 18 -Inches past the strike edge for Interior ramps. i2. Intermediate landings at a change of direction In ex- coss of 30 degrees and bottom landings shall have a dimension in the dfreotlon of ramp run of not less than 12-lnchas. 13. At bottom and Intermediate landings, the width shall be at least the some as required for the ramps, rmadlata landings 14. Other Into s shall have a dimension In g the direction of ramp run of not loss than 60-inchos. 15. The cross -slope on a ramp or the slope across a romp landing In any direction shall not exceed 1/4 -Inch rise in I -foot of horizontal run. 1(9. Handralls are required on ramps that provide handicap access if the slope excoeds I foot rlso In 20 feet of horizontal run. 17. Handralls shall be placed on each side of oath ramp, shall be continuous the full length of the ramp, shall be 34 -Inchon to 38-Inchos above the romp surface, shall extend a minimum of I foot beyond the top and bottom of the ramp, and the ends shall be returned. 18. Handralls projecting from a wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. Iq. The grip portion of the handrail shall be not lass than 1-1/4 Inches nor more than I I/2-Incho5 In cross-sectional cilmonslon or the shape shall provide an equivalent gripping surfaco and all surfaces shall be smooth wlth no sharp corners. 20. The) surface of ramps shall be slip resistant. 21. More the ramp surfaco Is not bounded by a wall or- fence rfence and the ramp exceeds 10 ft. in length, the) ramp shall comply with ono of the following requirements: a. A guide curb a minimum of 2 -Inches in height shall be provided at each side of the ramp, or- b. rb. A wheel guide rail shall be provided, contered 3-inche5 plus or minus I -inch above the surface of the ramp. V. CUR13 RAMPS I. Curb ramps shall be constructed at each corner of street Intersections and More a pedestrian way crosses a curb. 2. Curb ramps shall be a minimum of 4 feet in width and shall Ile generally, in a single sloped plane, with a minimum of surface Warping and cross slope. 3. The slopo of curb ramps shall not exceed I vertical to 12 horizontal. The transitions to walks, gutters, or stroets shall bo flush except that curb ramps shall contain a 1/2 Inch lip, bovolod at 45 dogroos at the lower and. The maximum 510 o of adjolnting gutters or road nurfacon Immediatelyy ad �acent to the curb ramp shall not slope more than I-- wlthin 4 Peet of the top and bottom of the curb ramp. The 51opo of the fanned or, flared lidos shall not exceed I vortical to 10 horizontal. 4. A lovol landing 4 foot deep shall be provided at the uppor, and of each curb ramp over, Its full width to por- mit 5afo ogress From tho ramp surface, or, the slope of the fanned or flared sides of the curb ramp shall not exceed one vertical to 12 horizontal. 5• The lower, end of oath curb romp shall have a 1/2 -Inch lip beveled at 45 dogroos. (2. The surface of each curb ramp and Its flared sides shall by slip-roslstont and shall be of contrasting finish from that of the adjacent 51dewalk. 7. The) surface of each curb ramp located In the contor, of the curb return shall be grooved parallel to the center, line of the) cro55Nalk5 typically in two directions with 1/4 -Inch x 1/4 -Inch grooves approximately 1-1/2 Inches on center. a. All curb ramps shall have a grooved border 12-lncha5 Nldo at the level surface of the sidowalk along tho top approximately 4 -Inch on center. All and oath side app y 3 / curb ramps constructed botwvon the face of the curb and the street shall have (2 grooved border, at the level surface of the sidowalk. q. Mon diagonal or corner, type curb ramps haves returned curbs or, other, Noll-dofinod edges, such odgas shall be parollol to the direction or, podostrian flow. The bottom of diagonal curb ramps shall have 48 Inchon minimum clear space) and shall be included within any marked crossing. Dlangonal curb ramps with flared sides shall also havo at loast a 24 Inch long segment of straight curb on each side of the) curb ramp and wlthin any marked crossing. A. ENTRANCES I. All primary ontrancos to buildings and facilities shall be mado accossiblo to the physically disabled. 2. All accessible entrances shall be Identified with at loast one standard sign and with additional directional signs, as required, vl5lblo from approaching pedestrian ways. 3. Every requirod entrance or passage doorway shall be of a size as to permit the Installation of a door not Ivss than 5 foot in width and not loss than 6 feet, 8-Inche5 in height. Doors shall be capable of opening at least q0 dogrovs and shall be so mounted that the cloar width of the doorway Is not loss than 32-Incho5. 4. More a pair of doors Is utilized at Ivast ono of the doors shall provide a cloar, unobstructed opening width of 32-lnchas with the loaf po5ltionod at on angle of qO degrees from its closed position. 5. When an automatic door operator, Is utilized to opvrato a pair of doors, at [cast one of the doors shall provide a cloar unobstrvcted opening width of 32-Inch495 with the door, positionod at on angle of qo degrees from Its closed position. 6. Latching and locking doors that are hand activated and which are In a path of traval, shall be operable with Cl single effort by level typo hardware, panic bars, push-pull activating bars, or other hardware dv5lgned to provide passage without requiring the ability to grasp the opening hardwaro. 7. Hand activated door, opening hardwares shall be cantered between 30-In6he5 and 44-Inche5 above the floor. 8. The floor or, landing on each sides of an entrance or- passage rpassage door shall be level and clean The) level and clear, area shall have a length in the direction of door swing of at least 60-Inche5 and the length opposite the direction of door swing of 48 -Inches as measured at right angles to the plana of the door In Its closed position. q. The width of the level and clear area on the) sldo to which the door, swings shall extend 24-Inche5 past the strike edge of the door, for exterior doors and 18 - Inches past the strike edge for interior doors. 10. The floor, or landing shall be not more than 1/2 -Inch lower, than the threshold of the doorway. Change In laveI between 1/4 -Inch and 1/2 -Inch shall be beveled with a slope no greater, than 1.2. II. The bottom 10-Inche5 of all doors except automatic and sliding shall have a smooth unlntorruptod surface to allow the door to be opened by a whoolchair footro5t without creating a trap or hazardous condition. Whore narrow frame doors are) used, o 10 -inch high smooth panel shall be Installed on the push sides of the door, which will allow the door to be opened by a whoolchair footrost without creating a trap or, hazardous condl- tion. 12. A narrow frame with a beveled top ocigo (30 degree maxi- mum bevel to vertical plana) Installod at the bottom of a glass door (with no side frames) may be usod in llou of providing the required IO -Inch uninterrupted surface at the bottom of the door. 13. The space between two consecutive door, openings In a vestlbvle, serving other, than a roqulrod exit stairway shall provide a minimum of 48-Incho5 of cloar spaco from any door opening Into such vostible when tho door- is ooris positioned at an angle of q0 degroas from its closed position. Doors In a series shall swing either in the same direction or, away from the space between the doors. 14. Maximum effort to operate doors shall not exceed 8-1/2 lbs. for exterior, doors and 5 lbs. for Interior doors, such pull or, push effort being applied of right angles to hinged doors and of the center plane of sliding or- folding rfolding doors. Componsating devices or automatic door- operators ooroperators may be utilized to moot the above standards. When fire doors are rvqulrod, the maximum effort to operate the door, may be Incroasod not to oxcood 15 lbs. VII. FLOORS AND LEVELS 1. In buildings and facllitlos, floors of a given story shall be a common level throughout, or shall be con- nected by pedestrian romps, passongor olovotors or 5pe- clal access lifts. 2. Floor surfacos shall be slip-raslstant. VIII. CORRIDORS AND AISLES 1. Every corridor, serving an occupancy load of 10 or more shall be not less in width than 44-Incho5. 2. Regardless of occupant load, corridors In Group R, Dlvl5lon 3 Occupancies and within dwelling units In Group R, Division I Occupancios shall have a minimum of 36-incho5. 5. Corridors that exceed 200 ft. In length shall: a. Have a minimum cloarr width of 60 -inches or, b. Have, at a central location, a 60 -Inch X 60 -Inch minimum wheelchair, turning space or, passing al- cove; or, c. Have, at a control location, an Intervening cross or, too aorrldor, a minimum of 44-incho5 In width; or, d. Have, at a central location, an openablo door. 4. Every portion of every building In which are installed seats, tables, morchandiso, equipment or, slmllar, materials shall be provided with a151e5 leading to an exit. 5. Every aisle shall be not lass than 3 feat wldv If sorv- ing only side, and not loss than 3 foot (9 Inches wide if serving both sides. Such minimum Nldth shall be measured at the point Farthest from on exit, cross aisle or foyer, and shall be incre05od by 1-1/2 Inchon for each 5 feat In length toward the exit, cross aisle or, foyer, With continental seating lido ai5lo5 shall be not less than 44 inches in width. XXII. HAZARDS AND PROTRUDIN6 OBJECTS 1. 012,J cts projecting from walls (for, example, tolophonos) Nlth tholr loading edges bvtwvvn27-Incho5 and 8O - Inches above the finished floor shall protrude no more than 4-Incho5 walks, halls, corridors, passogoway5 or, 015105. 2. Objects mounted with their, loading edgo5 at or baloN 27-in6he5 above the finishod floor may protrude any amount. 3. Froo-standing objects mounted on posts or pylons may overhang 12-In6hes maximum from 27-incho5 to 80-incho5 above the ground or, finished floor. 4. Protruding objects shall not reduce the clear, width of an accossiblo route or maneuvering space. 5. Any obstruction overhanging a podestrlan way shall be a minimum of 80 -Inches abovo the) walking surfaco as measured to the bottom of the obstruction. 6. Walks, halls, corridors, pos5agaways, aisles or, other circulation spaces shall have 80 -Inches minimum clear head room. T Abrupt changes in level, oxcopt botwoon a walk or, sidowalk and an adjacent street or cirivoway excooding 4 -Inches In a vertical dlmonslon, such as at planters or fountains located In or, adjacant to walks, nldowalks or other, pedestrian was shall be identified by curbs projecting at least 6-incho5 in height above the walk or 5ldewalk surface to warn the blind of a potential drop-off. Whon a guardrail or, handrail Is provided, no curb 15 required whon a guide roll Is provldod contor 3-Inche5 plus or minus one -Inch above tho 5urfaco of the walk or sidowalk, the walk is 5 per - cont or, loss gradient or, no adjacent hazard exists. 8. The odgas of boarding platforms In transportation ter- minals or, In slmllar, facllltlos shall be identified by a light-colored band of clearly contrasting texture and color, at least 18-incho5 In width. Contrasting strip- ing with this band, or, other, alternatives to the above, N111 be permitted Marc the resultant pattorns, color, or, alternative adequately identify the platform edge. q. More a guy wlro support is used parallel to the path of traval, a device shall be used to provent on obstruction lower than 80". See Figure 33-45 in the California 5tato Accessibility Standards Interpretive Manual. XXIII. CLEAR FLOOR OR 6ROUND SPACE FOR WHEELCHAIRS I. The minimum, clear, floor, space or ground space resquired to accommodate a single, stationary whvvlchair and oc- cupant Is 30-Incho5 x 48-Incho5. The minimum clear- floor, learfloor or, ground spaco for whoolchairs may be positionod for forward or parallel approach to an object. Clear, Floor, or, ground Space for whvolchalrs may be part of the knee space roquirod under some objects. 2. One full unobstructed side of the clear, floor, or, ground space for a wheelchair shall adjoin or, overlap on ac- cossiblo route or adjoin another, wheelchair, clear floor, space. If a clear, floor space is located in an alcove or, othorwina confined on all or, apart of three sides, additional maneuvering clearance shall be provided. 3. Provide an additional 12 -inch width on one side for al- coves greater than 15-In6hes deep and dosignod for side approach. 4. Provide an additional 6-Inche5 width on one side for- alcoves oralcoves greater, than 24 -Inches deep and designed For- frontal orfrontal approach. 5. If the clear floor, space only allows forward approach to an object, the maximum high forward reach allowed shall be 48 -Inches. If the high forward roach Is Over- on veron obstruction, the horizontal dimenslon of tho obstruction shall be loss than 25 -Inchon. The maximum high forward reach allowed shall be 44 -Inches when the horizontal dimension of the obstruction Is botwovn 20- inches and 25-Inche5. 6. If the clear floor, space allows parallel approach by a person in a wheelchalr, the maximum high side roach al- lowed shall be 54 -inches and the low -side roach shall be no lass than q -Inchon above the f loon Side reach is allowod over, an obstruction provided the horizontal dimension of the obstruction does not exceed 24 -inches, the maximum side reach allowed shall be 46". XXV. ADDITIONAL REOUIREMENT5 I. The conter, of receptacle outlets shall be not Ivss than 15 -Inches above the floor, or, working platform. 2. The center of the grip of the operating handle of switches Intended to be "ad by the occupant of the room or, area to control lighting and receptacle out- lets, appliances, or, cooling, heating and vontllating equipment, shall be not less than 3 -feet nor, more than 4 -foot above the floor, or, working platform. 3. The contor, of fire alarm initiating devices (boxes) shall be located 48-Incho5 above the level of the Floor, working platform, ground surface or, sidewalk. 4. The International Symbol of Accessibility shall be the standard used to Identify facilities that are acces- sible to and usable by physically disabled porsons as set forth in these building standards. The symbol specified above shall consist of a white figure on a blue background. The blue shall be equal to Color No. 150cio In Federal Standard 515a. 5. If emergency warning systems are required they shall activate a means of warning the hearing Impaired. Flashing visual warning shall have a frequency of not more than 60 flashes per, minute. ADA FIRE ALARM NOTES: I. ALARM 5Y5TEM5 ARE REQUIRED TO BE ACCESSIBLE BY SECTION 4.1 SHALL COMPLY WITH 428 OF THE ADA GUIDELAINES. AT A MINIMUM, VISUAL 516NAL5 SHALL BE PROVIDED IN BUILDINGS AND FACILITIES IN EACH OF THE FOLLOWING AREAS: RE5TROOMS ANY OTHER GENERAL USE AREAS (E.G., MEETING ROOMS), HALLAAY5, LOBBIES„ AND ANY OTHER AREA FOR COMMON USE. _2. AUDIBLE ALARMS: IF PROVIDED, AUDIBLE EMERGENCY ALARMS SHALL PRODUCE A SOUND THAT EXCEEDS THE PREVAILING EQUIVALENT SOUND LEVEL IN THE ROOM OR 5PAGE BY AT LEAST 15dbA OR EXCEED5 ANY MAXIMUM 50VO LEVEL WITH A DURATION OF 60 SECONDS BY I5dbA, WHIGHEVER 15 LOUDER. SOUND LEVELS FOR ALARM SIGNALS SHALL NOT EXCEED 120 dbA. 5. VISUAL ALARMS: VISUAL ALARM 516NAL SHALL BE INT EORATED INTO THE BUILDING OF FACILITY ALARM SYSTEM. IF 516NAL STATION AUDIBLE ALARMS ARE PROVIDED THEN 516NAL STATION VISUAL ALARM 516NAL5 SHALL BE PROVIDED. VI5UA1- ALARM 516NAL5 SHALL HAVE THE FOLLOWING MINIMUM PHOT METRIG AND LOCATION FEATURES: A. THE LAMP SHALL BE A XENON STROBE TYPE OR EQUIVALENT. B. THE COLOR SHALL BE CLEAR OR NOMINAL WHITE (I.E., UNFILTERED OR CLEAR FILTERED WHITE LIGHT). G. THE MAXIMUM KI -5E DURATION SHALL BE TWO-TENTHS OF ONE SECOND (02 5EG) WITH A MIXIMUM DUTY GYGLE OF 40%. THE PULSE DURATION 15 DEFINED A5 THE TIME INTERVAL BETAEEN INITIAL AND FINAL POINTS OF 10% OF MAXIMUM 516NAL. D. THE INTENSITY 5HALL BE A MINIMUM OF 15 CANDELA. E. THE FLASH RATE SHALL BE A MINIMUM OF I Hz AND A MAXIMUM OF 3 Hz. F. THE APPLIANCE SHALL BE PLACED 80" ABOVE THE HI6HE5T FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW CEILING, WHIGHEVER 15 LOWER. G. IN GENERAL, NO PLACE IN ANY ROOM OR SPACE REQUIRED TO HAVE A VISUAL SIGNAL APPLIANCE SHALL BE MORE THAN 50' FROM THE 516NAL (IN HORIZONTAL PLANE). IN LARGE ROOMS AND SPACES EXCEEDING 100' ACROSS, WITHOUT OB5TRUGTION5 6ABOVE THE FIN15H FLOOR, SUCH AS AUDITORIUMS, DEVICES MAY BE PLACED AROUND THE PERIMETER, SPACED A MAXIMUM 100' APART, IN LIEU OF %5PENDING APPLIANCE FROM THE GEILIN6. H. NO PLACE IN COMMON CORRIDORS OR HALLAAY5 IN WHICH VISUAL ALARM SIGNALING APPLIANGE5 ARE REQUIRED SHALL BE MORE THAN 50' FROM THE 516NAL. 4. EMERGENCY WARNING SYSTEMS - EMPLOYEE WORK AREAS: EMERGENCY WARNING SYSTEMS PROVIDED WITHIN PRIVATE OFFICES USED ONLY BY EMPLOYEES A5 WORK AREAS ARE NOT 50, -ECT TO THE PROVISIONS OF ADA 4.1.3(14) NOR ARE THEY REQUIRED TO COMPLY WITH ADA 428. THIS 15 FOR INDIVIDUAL, ENCLOSED, PRIVATE OFFICES CONTAINING ONE EMPLOYEE WORKSTATION. THIS INTERPRETATION IS IN ACCORDANCE WITH THE PROVISIONS OF ADA 4.1.1(3) AREAS USED ONLY BY EMPLOYEES A5 WORK AREAS. BREAK ROOMS, TOILET ROOMS, TRAINING ROOMS, CONFERENCE ROOMS, OCCUPIABLE STORAGE ROOMS AND ANY OTHER COMMON USE 5PAGE5 - WHILE PERHAPS USED ONLY BY EMPLOYEES - ARE NOT EXEMPTED AREAS AND ARE SUBJECT TO GOMPLIANGE TO ADA 4.1.3(14) AND 428. THIS MAY INCLUDE OPEN OFFICE AREAS CONTAINING TAO OR MORE EMPLOYES WORK5TATION5. ❑ z `9 u) in NAPKIN • DISPOSAL r :IM L --)r - � ViALLMGVNTE& MIRROR SINK A.F.F. ABOVE FIN15HED FLOOR L. LENGTH AGO. AGGE55 LT. LIGHT A.P. ACCESS PANEL LBL. LABEL ACOU5. ACOUSTICAL LAB. LABORATORY AC.T. ACOUSTICAL TILE LAD. LADDER ADJ. ADJACENT LAM. LAMINATE (P) AD -T. ADJU5TIBLE LAV. LAVATORY A/C AIR GONDITIONIN6 L.H. LEFT HAND ALT. ALTERNATE LT.NT. LIGHTWEIGHT ALUM. ALUMINUM LIN. LINEAR A.B. ANCHOR BOLT L -\/R. LOUVER ANOP. ANODIZED L.P. LOW POINT APPROX. APPROXIMATE LINO. LINOLEUM ARCH. ARCHITECT (URAL) LTG. LIGHTING AUTO. AUTOMATIC M.B. MACHINE BOLT A.G. ASPHALT CONCRETE MBR. MEMBER ASPH. ASPHALT MFR. MANUFACTURE (R) A/G AIR CONDITIONING MAS. MASONRY B.M. BENCH MARK M.O. MASONRY OPENING 55MT. BASEMENT MATL. MATERIAL (5) BM. BEAM MAX. MAXIMUM E3R6. BEARING MEGH. MECHANIC (AL) BET. BETWEEN MED. MEDIUM B.L. BUILDING LINE MEMB, MEMBRANE BLK. BLOCK MTL• META- BLK&. BLOCKING MEZZ. MEZZANINE BD. BOARD MIN. (') MINIMUM, MINUTE BOT. BOTTOM MIR. MIRROR BLP6. BUILDING MISG. MISCELLANEOUS B)J.R. BUILT UP ROOFIN6 MLD. MOLDING, MOULDIN6 GAB. CABINET M.R. MOP RECEPTOR GPT. CARPET (ED) MT. MOUNT (EP), (I1,16) G.I. CAST IRON MOV. MOVABLE G.I.F. GUT IN FIELD MULL. MULLION GLC. CEILING NAT. NATURAL. CLOAT. CEILING HEIGHT NOM. NOMINAL GEM. GEMENT N. NORTH GTR. CENTER N.I.G. NOT IN CONTRACT G.T. CERAMIC TILE N.T.5. NOT TO SCALE GLR. CLEAR (ANCE) NO. OR # NUMBER CLO. CLOSET N.G. NATURAL GRADE COL. COLUMN OFF. OFFICE GONG. CONCRETE (GAST-IN-PLAGE) O.G. ON CENTER (5) C,MJJ. CONCRETE MASONRY UNIT OPO. OPENING CONST. CON5TRUGTION OFF. OPPOSITE CONSTAT. CONSTRUCTION JOINT O.D. OUTSIDE DIAMETER CONT. CONTINUOUS OR CONTINUE O.A. OVERALL C.JT. CONTROL JOINT OBS. OBSCURE G.G. CORNER GUARD PTD. PAINT (ED) CORR. CORRIDOR PNL. PANEL G.W. CURTAIN WALL OR GOLD WATER 11130.PARTICLE BOARD GER. CERAMIC PTN. PARTITION GIR. CIRCLE PERF. PERFORATE (D) CLK&. CAULKING P. PERSON (S) CONN. CONNECTION PI -A5. PLASTER GTSK. COUNTERSUNK PLAS. LAM. PLASTIC LAMINATE G.B. CATCH BASIN PL. PLATE G.J. CEILING J015T PL&L. PLATE GLASS D. DEEP, DEPTH PLMB. PLUMBING PE --T. DETAIL PLM. PLYWOOD PIA6. DIAGONAL PT. POINT DIA. DIAMETER PVC. POLYVINYL CHLORIDE DIF. DIFFUSER P.S.P. POUND5 PER 5QUARE FOOT DIM. DIMENSION P.S.I. POUNDS PER SQUARE INCH 12I5P. P1511EN5ER P.L. PROPERTY LINE DR. DOOR PR. PAIR DNR. DRAWER FT. POINT DWG. DRAWING Q.T. QUARRY TILE D.F. DRINKING- FOUNTAIN RAP. RADIUS DIV. DIVISION RECP. RECEPTACLE DN. DOWN REP. REFERENCE D5. DOWNSPOUT REG. RE615TER E. EAST REINP. REINFORCE (D), (IN(5) ELEC. ELECTRIC (AL) RESIL. RESILIENT E.W.G. ELECTRIC WATER COOLER RET. RETURN EL. ELEVATION R.A. RETURN AIR EA. EACH REV. REVISION (5), REVISED E.N. EDGE NAILING R.H. RIGHT HAND ELEV. ELEVATOR R.D. ROOF DRAIN EMER. EMERGENCY RM. ROOM ENG. ENCLOSE (URE) R.O. ROUGH OPENING EQ. EQUAL R. RISER EQUIP. EQUIPMENT RDND. REDWOOD EXH. EXHAUST 5CH. SCHEDULE EXIST. EXI5TIN6 SEG. (") SECOND, SECTION EXP.JT. EXPANSION JOINT 5HT. SHEET EXP. EXPOSED SIM. SIMILAR EXT. EXTERIOR 5.0. SOLID GORE FIN. FINISH (ED) 5. SOUTH F.A. FIRE ALARM 5PK. SPEAKER F.E. FIRE E-XTINOU15HER SPEC. SPECIFICATION (5) F.E.G. FIRE EXTINGUISHER CABINET 5Q. SQUARE P.H.S. FIRE HOSE STATION 5.Y. SQUARE YARD FP. FIREPROOFING S.S. 5TAINLES5 STEEL F.P.5.G. FIRE-PROOF-5ELF-CL0511,16 STD. STANDARD F.R. FIRE-RESISTANT 5TL. STEEL FLR. FLOOR (IN&) 5TOR. STORAGE F.D. FLOOR DRAIN S.D. STORM DRAIN FLUOR. FLUORESCENT 5TRUGT. 5TRUCTURAL FT. N FOOT 5U5P. 5U51"ENDED FTG. FOOTING 5YM. SYMMETRY (IGAL) PND. FOUNDATION SYS. SYSTEM F.A.I. FRESH AIR INTAKE 5HTG. SHEATHIN6 F.5. FULL SIZE 5N. SILL NAIL PURR. FURRED (IN6) 54P SHELF 4 POLE PUT. FUTURE TEL. TELEPHONE F.A•U. FORGED AIR UNIT TV. TELEVISION F.N. FIELD NAIL F.O.M. FACE OF MASONRY TEMP. TEMPERED F .0.5. FACE OF STUD T TERRAZO F.G. FINISH GRADE THK. K. THICK (NESS) F.J. FLOOR -1015T(5)T THRESHOLD TOoL.L. TOLERANCE 6A. GAGE, &AU&E T46 TONGUE AND GROOVE GAL\/. 6ALVANIZEP T.D.G. TOP OF CURB G.G. GENERAL CONTRACTOR T.O.S. TOP OF SLAB GL. &LASS, GLAZING T.O.N. TOP OF STEEL 6 GLA55 BLOCK T.O.N. T.OL.BLK. TOP OF WALL &R. GRADE, GRADING T. .TREAD G. GRANITE TX. TRANSFORMER GYP. BD,, GYPSUM BOARD TYP, TYPICAL GYP. GYPSUM TBM. TOP OF BEAM O.I. 6ALVINIZED IRON TFL, TOP PLATE HOD. HARD60ARD UNF. UNFINISHED HUN. HARDWARE U.O.N. UNLE55 OTHERAI5E NOTED HDWD. HARDAOOD VB. VAPOR BARRIER (RETARDER) HDR. HEADER VAR. VARNI5H H.O. HI&H OUTPUT VNR. VENEER HT6. HEATING H.\/.A.C. HEATIN6NENTIN&/AIR GONDITIONIN& VERT. VERTICAL HT. HEIGHT VEST. VESTIBULE H. HIGH V. VINYL H.P. HIGH POINT V.G.T. VINYL GOMPO5ITION TILE H.G. HOLLOW GORE V.I.F. VERIFY IN FIELD H.M. HOLLOW METAL N.T-N. WALL TO WALL HORIZ. HORIZONTAL N.C. WATER CLOSET H.B. HOSE BIBS NP. WATERPROOFING- H.W. HOT WATER R)5• WEATHER 5TRIFPIN6 H.W.H. HOT WATER HEATER NT. WEIGHT HR. HOUR NA.F. WELDED WIRE FABRIC HYD. HYDRANT N. NEST, WIDE, WIDTH IN.(") INCH N WITH INCL. INCLUDE (D), (IN6) NDN. NINDON I.P. INSIDE DIAMETER N•GL. WIRED 6LA55 INSUL. INSULATE (D), (ION) N.M. WIRE MESH INT.INTERIOR N/O WITHOUT JAN. JANITOR M. NOOD JT. JOINT N.P. WORKING POINT KIT. KITCHEN WSGT. NSGT. K.O. KNOCK OUT N.H. NATER HEATER W.R.&.B. NATER RESISTANT &YPSUM BOARD oo U tet- � � � P V TOWEL >71SPEN5ER/ " FRINKINO FIRE WATER DISPOSAL FOUNTAIN EXTINGUI5HER GL05ET - . : - -- 1. I -3 - -NAOTI 2 fijj M 0 02 I *1110MO M 061 1 4 : . X* I , . I . .. _Mfl* ;0-44-111M:181=163 X4161,11161RCN�I&s -, t - -- I ,-,"- . -- . ---- I I" 36" OR 42" z f = �I r E � T cn M GRAB BAR I Q R xx X u 4 D E3 SECTION NUMBER (0ii- qCSHEET NUMBER AL A ELEVATION NUMBER P`'BI SHEET NUMBER ELEVATION LETTER ELEVATION GROUP SHEET NUMBER - DETAIL NUMBER A 50 - SHEET NUMBER (�)-- - O'-0" G.H. 10'-O" A.G.T. (D SALES AREA 001 SHEET NUMBER SHEET NUMBER TT 5 (x3 , - �.'':,:l I'm 1. ­ le.i - V 1 0 I '"i R ® a a TOILE PAPER TOILET SEAT SURFACE MONTED DISPENSER COVER DISPENSER MOP 4 BROOM HOLDER FINISHED GEILIN6 T FIN15H FLOOR SEGTION DE516NATION INTERIOR / EXTERIOR ELEVATION DE516NATION 444AY INTERIOR ELEVATION DESIGNATION DETAIL DE516NATION COLUMN GRID GENTERLINE ELEVATION HEIGHT GEILIN6 HEIGHT KEY CEILING MATERIAL DOOR SCHEDULE NUMBER SEE SHEET A,60 ROOM NAME AND NUMBER CEILING GRID 5TARTIN6 POINT LINE OF SOFFIT OR SU5PENDED ELEMENT TENANTS LEASE LINE CENTER LINE MATGH I -INE REVISION MATERIAL FIN15H DESIGNATION FIXTURE REFERENGE LETTER, SALES FIXTURE REFERENCE NUBER, STOCK NOT REQUIRED FOR THI5 PROJECT FIRE ALARM A/V DEVICE I' -O" BELOW GEILIN6 (MOUNT 8'-0" AFF FOR NO GEILIN6 OR SLOPED GEILIN(5 CONDITION) CLO( HANGER OUTLET THERM05TAT DIMMER 5AITCH FIRE ALARM FULL--)[] � L� STATION WALL 5WITGH RECEPTACLE Q � f " :;r TELEPHONE OUTLET '• DATA TERMINAL OUTLET PROJECT NO. M8)0.) -I DATE. NOV. S, 200.5 DRAWN BY- L55 STORE NUMBER- 1-725 SCALE- ,A5 NOTED FILE- A01_SANFORD_FL ONO REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID 5ET5 1115108 SHEET TITLE, GENERAL NOTES & ABBREVIATIONS iLstl " .� 11, , -�,�-�� - I.1 � ��� cp c3) r- C -D 6) (1) & N <t N 1 63 O_W L -. Z Q= � F-- UQ CE ( Li- -9X �1�pLEN L CO O-) CO 0O0)O-) 4-4 () cr (DI I L 4=0 >, W r---. ti U) X: Y_ � q) OCf LO LC) co L- wW� J- ,Z cu � p 6) r .c c - o) O cti 6CC q -� CL LL LL Q L- 0) ::� t;": ;• (a , ;- w .,._.r,ir �,, 31 F'. r . NOT REQUIRED FOR THI5 PROJECT FIRE ALARM A/V DEVICE I' -O" BELOW GEILIN6 (MOUNT 8'-0" AFF FOR NO GEILIN6 OR SLOPED GEILIN(5 CONDITION) CLO( HANGER OUTLET THERM05TAT DIMMER 5AITCH FIRE ALARM FULL--)[] � L� STATION WALL 5WITGH RECEPTACLE Q � f " :;r TELEPHONE OUTLET '• DATA TERMINAL OUTLET PROJECT NO. M8)0.) -I DATE. NOV. S, 200.5 DRAWN BY- L55 STORE NUMBER- 1-725 SCALE- ,A5 NOTED FILE- A01_SANFORD_FL ONO REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID 5ET5 1115108 SHEET TITLE, GENERAL NOTES & ABBREVIATIONS iLstl " .� 11, , -�,�-�� - I.1 � ��� (..". F- F- I". I...." EXI5TING HANDICAPPED — AGGE551BLE RE5TROOM TO REMAIN, GLEAN ALL FIN15HE5 AND FIXTURES TO "LIKE NI=A" CONDITION EXI5TIN6 ELECTRICAL TRAN5FOR ABOVE EXI5TING RE5TROOM PLATFORM, SEE ELEG. 1hW65. ADJACENT STORE NOT A PART EXI5TING V.A.V. BOX ABOVE TO - REMAIN, 5EE MECHANICAL PLANS, FIELD VERIFY EXACT LOCATION REMOVE EXISTING PLUMBING FIXTURES - AND GAP ALL 5EWER AND WATER LINES AS REQUIRED EXISTING I HOUR FIRE RATED TENANT DEM151N6 WALL TO UNDERSIDE OF DECK WITH 5/5" TYPE 'X' GYP. BD. EACH SIDE O/ METAL STUD FRAMING AT 16" O.G., TYPICAL CONSTRUCTED PER U.L. NO. U465 LEASE LINE REMOVE EXISTING MOP SINK AND RATER - HEATER, AND GAP ALL SEWER AND RATER LINES AS REQUIRED RELOCATE EXI5TIN6 ELEGTRGIAL PANEL — AND TELEPHONE BACKBOARD, SEE ELEGTRGIAL DA65. EXI5TIN6 NEUTRAL PIER BY TO REAMIN, PATCH AND REPAIR A5 REQUIRED IF DAMAGED DURING CONSTRUCTION 3/4" METAL REVEAL WITH FLAT SLACK FIN15H LEASE LINE 0 0 +/- 38'-1 1/4" 1 t LEASE LINE TO LEASE LINE +/- 3'-q 1/4" 301_0" TO REMAIN GEF, MIC TILE FLOOR TO REMAIN ADJACENT STORE NOT A PART EXI5TIN6 I HOUR FIRE RATED TENANT DEM151N6 WALL TO UNDERSIDE OF DECK WITH 5/5" TYPE 'X' GYP. BD. EACH SIDE 0/ METAL STUD FRAMIN6 AT 16" O.G., TYPICAL CONSTRUCTED PER U.L. NO. U465 LEASE LINE IfF _ _ ------- J REMOVE EXI5TIN6 FURRED -OUT DISPLAY WALL REMOVE EXI5TIN6---J GYP. BD. SOFFITS AND LIGHT FIXTURES, TYPICAL j .............................................................. /../............................... ............................................................................ ............ ................ EXI5TIN6 SALES AREA TO BE REMOVED REMOVE EXI5TING CERAMIC, TILE FLOORING THROUGHOUT SALES AND EXISTING / / STOREROOM AREAS, LEVEL SLAB A5 REQ'D STOCK / PREP. AREA TO BE REMOVED HATCHED AREA INDICATES EXISTING GYP. BD. SOFFIT TO REMAIN, PATCH AND REMOVE EXISTING REPAIR, AND MODIFY A5 GYP. BD, SOFFITS AND REQUIRED PER REFLECTED / LIGHT FIXTURES, TYPICAL GEILING PLAN I 'All REMOVE EXI5TIN6 PARTITION WALL(5), /. AND DOOR, TYPICAL -----------------�.. / _.... _. �. ........................ _,.".._....._...... REMOVE Ei(15 f'rN6 Si6N... ....... .... .............,...".." .r...._ _.._ REMOVE EXISTING STOREFRONT i TRIM, TYPICAL REMOVE EXI5TIN6, MARBLE TILE FROM PARTITION HALL, REFINISH PER REVISED STOREFRONT ELEVATION, EXI5TIN6 STEEL STUD FRAMING TO REMAIN REMOVE EXISTING STOREFRONT GLAZING SYSTEM ----_1 NOTE5: I. REMOVE ALL EXI5TIN6 015PLAY5, 5HELVE5, FIXTURE -5, 5AFE5 AND FURNITURE THROUGHOUT. 2. REMOVE EXISTING FLOORING DOWN TO LANDLORD'5 CONCRETE SLAB THROUGHOUT 5ALE5 AREA AND STOCK AREA, PREPARE FOR NEW FLOORING. G.G. SHALL PREPARE EXISTING SLAB AS REQUIRED TO PROVIDE LEVEL SURFACE FOR THE INSTALLATION OF PROPOSED FLOORING MATERIAL. 3. REMOVE EXISTING DIFFUSERS, RE6ISTER5, 6RILLE5, GYP. BD. SOFFITS AND CEILINGS, CEILING GRID AND TILES IN SALES AND STOCK ARE5. 4. REMOVE EXI5TIN6 LIGHT FIXTURES THROUGHOUT. r EXI5TIN6 NEUTRAL PIER BY TO REAMIN, PATCH AND ' 1 REPAIR A5 REQUIRED IF DAMAGED DURING CONSTRUCTION 3/4" METAL REVEAL WITH FLAT BLACK FIN15H ..... .... ........._............ ..... ...... ..... ............. REMOVE EXISTING STOREFRONT 6LAZINQ SYSTEM REMOVEE"EX16TIN6 STOREFRONT ROLL -UP GRILLE REMOVE EXISTING COLUMN ARAP LEASE LINE REMOVE EXI5TING 516N EXI5TIN6 ROLL -UP GRILLE TO REMAIN EXI5TIN6 MALL TILE FLOORING TO GRILLE CLOSURE, PATCH AND REPAIR TO MATCH EXI5TIN6, TYPICAL ALONG ENTIRE LENGTH OF STOREFRONT / 1,J 0 W z I. THE 50OPE OF WORK INCLUDES THE REMOVAL OF ALL INTERIOR ELEMENTS NECESSARY TO ACCOMMODATE THE PROP05ED NEW WORK. THIS INCLUDES, AND 15 NOT RE5TRIGTED TO, ALL FIXTURES, FURNI5HIN65 AND EQUIPMENT, ALL INDICATED NON-BEARING INTERIOR AND, ALL FIN15H FLOORING DOWN TO A LEVEL WORKING SURFACE, AND ALL SYSTEMS THAT ARE NOT TO BE REUSED IN THE NEW CONSTRUCTION. NO STRUCTURAL ELEMENTS SHALL BE REMOVED WITHOUT OANER AND LANDLORD APPROVAL. -2. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. 3. DURING DEMOLITION, SUPPORT ALL EXI5TING 5TRUGTURE5 AND 5Y5TEM5 WITH BRAGIN6 AND 5HORIN6 A5 REQUIRED TO ASSURE A SAFE WORKING ENVIRONMENT. ANY DAMAGE CAUSED BY THE DEMOLITION PROCESS WILL BE CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER. 4. IF THE DEMOLITION PROCESS RE5ULT5 IN AN UNSAFE WORKING ENVIRONMENT, STOP AORK IMMEDIATELY AND NOTIFY THE APPROPRIATE AUTHORITY, THE OWNER AND THE ARCHITECT PRIOR TO PROGEEDIN6. 5. PROVIDE ALL 5AFETY SY5TEM5 INCLUDING, BUT NOT LIMITED TO, TEMPORARY LIGHTING, BARRICADES, GUARD RAILS AND VENTILATION SYSTEMS AS REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS. 6. PRIOR TO THE REMOVAL OF ANY UTILITIES, THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL TO DO 50 FROM THE SPECIFIC UTILITY COMPANY AND THE LANDLORD. ANY UTILITY TO BE REMOVED SHALL BE REMOVED BY A TRADE FAMILIAR WITH THAT UTILITY. GAP UTILITIES THAT ARE TO BE ABANDONED FLUSH AITH 5URROUNDIN6 SURFACES AND FIELD MARK THEIR LOCATIONS ON AN A5 -BUILT RECORD SET OF DOCUMENTS. 1. AS AA5TE MATERIALS ARE 6ENERATED, IMMDEDIATELY REMOVE AND LEGALLY DISPOSE OF THE DEBRI5 50 A5 TO A55URE A SAFE WORKING ENVIRONMENT. ARRANGE WITH THE LANDLORD FOR AN ACCEPTABLE REMOVAL PROGE55, S. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN. q. ANY DEMOLITION TO BE PERFORMED SHALL CONFORM TO ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. 10. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO THE START OF DEMOLITION TO DETERMINE THE PRE0I5E 5GOPE OF MATERIALS, FINISHES, AND 5Y5TEM5 THAT ARE To BE REUSED. TH15 5COPE MAY DIFFER FROM THAT INDICATED IN THE5E DOGUMENT5. PAY PARTICULAR ATTENTION TO THE STOCK, TOILET ROOM AREAS, AND MEGHANIGAL/ELEGTRIGAL 5Y5TEM5. II. PATCH ALL EXI5TIN(5 HOLES AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE MATERIAL TO MEET ANY 5TRUGTI)RAL REQUIREMENTS AND/OR FIRE RATIN65 PER THE LANDLORD AND ANY APPLICABLE CODES. 12. THE ARCHITECT AND THE OWNER HAVE NO KNOWLEDGE OF ANY HAZARDOUS MATERIALS ON THE JOB SITE. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED, NOTIFY THE APPROPRIATE AUTHORITIES, THE OWNER AND THE ARCHITECT. THE REMOVAL OF ANY HAZARDOUS MATERIALS SHALL BE PERFORMED IN STRICT CONFORMANCE TO THE APPLICABLE REGULATIONS AND PROCEDURES. 13. DO NOT ABANDON ANY ELECTRICAL OR MECHANICAL EQUIPMENT, BUT REMOVE ANY PORTIONS OF THESE NOT BEING REUSED OR REFURBISHED. COORDINATE AS REQUIRED AITH THE OWNER AND THE LANDLORD. 14. REMOVE ALL ABANDONED PIPING ABOVE THE CEILING LINE TO A LOGICAL POINT AND GAP. VERIFY THAT ANY PIPING TO REMAIN 15 SECURELY ATTACHED TO THE LANDLORD'S STRUCTURE. 15, ANY EXI5TING EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMI5E5 THAT 15 BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREM15E5. 16. ALL ABOVE 6ROUND UTILITY LINES NOT TO BE REUSED MUST BE REMOVED TO POINT OF ORCIN. ALL UNDER SLAB UTILITY LINES TO BE GUT, GAPPED AND 5EALED PER CODE. Il. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE REUSED MUST BE REMOVED BY THE TENANT'S 60 AT TENANT'S EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL REQUIRED ROOFER. ROOF OUR55 MSUT BE REMOVED AND PATCHED (DO NOT GAP). COORDINATE ALL WORK AITH MALL OPERATIONS DIRECTOR. 18. ALL FLOOR PENETRATIONS MUST BE GORE BORED OR 5AA GUT. 6C, MUST X-RAY OR OTHERAI5E VERIFY THAT THERE ARE NO EXI5TING UNDER 5LA13 CONOITION5 OR UTILITIES THAT WILL BE AFFECTED PRIOR TO GORING l GUTTING CONCRETE. 19. OPENIN65 ON ELEVATED 5LAB5 MUST BE SLEEVED, SEALED, FIRE STOPPED, AND WATERPROOFED. -20. ALL PIPING 5LEEVE5 MUST EXTEND A MINIMUM OF 4", OR TO THE HEIGHT OF THE BASE. -2I. COORDINATION OF CONSTRUCTION BARRICADE AND DUMP5TER5 15 TO BE COORDINATED WITH MALL MANAGEMENT ON SITE. mill �rn �o (� N Q N OF O zO rrO W coQ CD LL ELI X W W CY) m c0 0Oc))()) +0 V WLoNN L CL CD o � cf) 0 c Ln Ln U L C(u00 � --i Cp co r__�L o� Q) O W o w o� 0- LL H Q PROJECT NO. M80-27 DATE- NOV. 5, 2008 DRAWN BY- LSS STORE NUMBER- 1725 SCALE- AS NOTED FILE- A20_5ANFORD_FL_MAIN.0W6 REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID 5ET5 1115/08 (, (... I.... GENERAL COMMENTS I. PLANS REVIEWED AND APPROVED BY LANDLORD'S TENANT COORDINATOR MUST BE PRESENT ON THE JOB 51TE AND BE ACCOMPANIED BY PLANS APPROVED FOR DJILDIN6 PERMIT. ANY PROP05ED DEVIATION FROM THE LANDLORD APPROVED PLANS MUST BE NUMBERED AND CLOUDED ON THE PLANS, AND THEN RESUBMITTED BY THE TENANT TO THE LANDLORD FOR REAPPROVAL PRIOR TO ANY GON5TRUGTION GHANOE5 TAKING PLACE IN THE FIELD. 2. TENANT'5 GG IS REQUIRED TO CHECK IN WITH LANDLORD'5 ON SITE PROPERTY MANAGER PRIOT TO THE 5TART OF TENANT CONSTRUCTION. CONTACT MALL MANAGEMENT OFFICE. 3. CONTACT PROPERTY MANAGEMENT FOR CONSTRUCTION BARRICADE REQUIREMENTS, INGLUDING BARRICADE 6RAPHIG5. 4. ANY DAMAGE TO LANDLORD15 PROPERTY DURING TENANT DEMOLITION OR GON5TRUGTION (MALL FLOORING, BULKHEAD, NEUTRAL PIERS, ETC) WILL BE REPAIRED PER MALL 5PEGIFIGATION5, AT TENANAT'S EXPENSE. 5. ANY LANDLORD ECOPMENT OR COMPONENT THAT 15 EXISTING IN THE SPACE MUST REMAIN V151BLE AND AGGE551BLE TO THE LANDLORD. TENANT'S GG SHALL INSTALL ACCESS PANELS AS NECESSARY, AND PROPERLY LABEL IN 5PAGE. 6. ALL LANDLORD COMMENTS FROM PREVIOUS REVIEW(5) ARE TO BE INCORPORATED INTO THE FINAL SET OF APPROVED DRAWINGS AND ARE TO BE ADHERED TO IN THE FIELD. 1. ALL LANDLORD COMMENTS ON THIS SET OF DRAW065 APPLY TO THE ENTIRE DOCUMENT SET, EVEN IF NOT REPEATED ON EVERY SHEET IN THE 5RAAING SET 8. THE REUSE OF ANY EXISTING CONSTRUCTION, FIN15HE5, EQUIPMENT, OR ELEGTRGIAL, PLUMBING AND HVAG 5Y5TEM(5) CURRENTLY IN THE SPACE 15 CONDITION UPON IT BEING APPROPRIATE FOR REUSE. ANY EXI5TING CONDITION OR EQUIPMENT TO BE REU5EO MUST BE RESTORED TO "LIKE NEW" CONDITIONS. THE LANDLORD MAKES NO WARRANTY ON THE REUSE OF ANY EXISTING CONDITION IN THE SPACE. 1. IF AT ANY POINT A FAILURE OR UPORADE5 OR IMPROVEMENTS To EXISTING SYSTEMS OGGUR5, IT 15 THE 50LE RESPONSIBILITY OF THE TENANT TO REPAIR OR REPLACE, AT TENANT EXPENSE. .:A111111101., NOTE: EXISTING TOILET ROOM 5HALL COMPLY WITH FPC SECTION 405 AND FBG SECTION 11.4.22 EXI5TIN6 NEUTRAL PIER BY TO REAMIN, PATCH AND REPAIR AS REQUIRED IF DAMAGED DURING GON5MOTION 3/4" METAL REVEAL AT NEUTRAL PIER WITH BLACK ANODIZED FIN15H LEASE LINE 10. LANDLORD AND TENANT RESPONSIBILITIES ARE AS DEFINED IN LEASE AGREEMENT. II. IT IS TENANT/TENANT CONTRACTOR'S RE5PON51BILIY TO FIELD VERIFY ALL EXISTING GONDITION5 AND DIMENSIONS IN THE 5PAGE. FAILURE TO PROPERLY FIELD VERIFY EXI5TIN6 CONDITIONS DOES NOT RELIEVE THE TENANT OF ANY EXPENSES OR RESPONSIBILITIES RESULTING FROM THAT FAILURE. 12. ORIGINAL CENTER HAS BEEN EXPANDED AND REMOVED SEVERAL TIMES, RESULTING IN VARIED STOREFRONT HEIGHT5 AND NEUTRAL PIER CONDITIONS. VERIFY SPECIFIC STOREFRONT HEIGHT AT THE TIME OF THE 51TE SURVEY, AND DESIGN STOREFRONT TO APPROPRIATE HEIGHT (UP TO Iggq EXPANSION). 13. VERIFY THE 51ZE AND LOCATION OF DOMESTIC WATER 5ERVIGE POINT OF CONNECTION AND METER. TENANT 15 RESPONSIBLE FOR UP6RADIN6 EXISTING SERVICE IF IT 15 INADEQUATE FOR NEA REQUIREMENTS. TENANT 15 A CUSTOMER OF THE LOCAL SERVING UTILITY. COORDINATE METER LOCATION WITH UTILITY REQUIREMENTS AND LANDLORD'5 FIELD REPRESENTATIVE. TENANT IS NOT A DIRECT UTILITY CUSTOMER, DOMESTIC RATER 15 RED15TRIMTEP BY LANDLORD. COORDINATE RATER METER / REMOTE READER LOCATION AND 50HEOULE INSTALLATION WITH LANDLORD5 FIELD REPRESENTATIVE. DEMOLITION PLAN NOTES: I. ANY EXI5TIN6 EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREM15E5 THAT 15 BEING ABANDONDED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. 2. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-U5ED MUST BE REMOVED TO POINT OF ORCIN. ALL UNDER SLAB UTILITY LINES TO BE GUT, GAPPED AND SEALED PER CODE. 3. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEA5ED PREMISES NOT TO BE RE-U5ED MUST BE REMOVED BY TENANT GG AT TENANT EXPENSE. ROOF MUST BE PROPERLY PATCH BY MALL REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT GAP, COORDINATE ALL WORK WITH MALL OPERATION5 DIRECTOR. 4. ALL FLOOR PENETRATIONS MUST BE GORE BORED OR 5AA ( UT. 66 K)5T X-RAY OR OTHERA15E VERIFY THAT THERE ARE ND EXI5TING UNDER SLAB CONDITIONS OR UTILITIES THAT WILL BE AFFECTED PRIOR TO GORING / GUTTING CONCRETE. 5. OPENINGS ON ELEVATED SLABS MUST BE SLEEVED, 5EALED, FIRE STOPPED, AND WEATHERPROOFED. b. ALL PIPING SLEEVES MUST EXTENT A MINIMUM OF 4", OR TO THE HEIGHT OF THE BASE. 1. COORDINATION OF CONSTRUCTION BARRICADE AND DUMP5TER5 IS TO BE COORDINATED WITH MALL MANAGEMENT ON SITE. FLOOR PLAN NOTES: I. TENANT 15 RE5PON51BLE TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE SPACE. FAILURE TO PROPERLY FIELD VERIFY EXI5TIN6 CONDITIONS DOES NOT RELIEVE THE TENANT OF ANY EXPEN5E5 OR RESPONSIBILITIES RESULTING FROM THAT FAILURE. -2. NOTHING 15 PERMITTED TO BE ATTACHED TO, 5U5PENDED FROM, OR PENETRATE THE ROOF DECK. TENANTS MAY ATTACH TO THE TOP CHORD OF J015T(5) OR TO THE 5TRUGTURAL STEEL. ALL WALL CONSTRUCTION SHALL BE 5UPPORTED IN THIS MANNER. NO WELDING OR 5HOOTING INTO THE 5TRUGTTJRE 15 PERMIT -IED. 3. 5TRJGTURAL REINFORCING DETAILS MUST BE PROVIDED BY A RE615TERED STRUCTURAL ENGINEER TO TENENAT COORDINATION FOR EQUIPMENT SUPPORT OR SUSPENSION, SERVICE PLATFORMS, DECK PENETRATIONS, ETC. 4. ANY LANDLORD EQUIPMENT OR COMPONENT THAT 15 EXI5TING IN THE SPACE MUST REMAIN VISIBLE AND A(CE5515LE TO THE LANDLORD. TENANT TO INSTALL AGGE55 PANELS AS NECESSARY, AND PROPERLY LABEL IN 5PAGE. COORDINATE PLAGEMENT WITH MALL OPERATIONS DIRECTOR. 5. TENANT'5 STOCKROOM MAY NOT BE V151BLE FROM THE SALES AREA. DOOR(5) LEADING TO THE 5TOGKROOM MUST HAVE AN AUTOMATIC GLO5URE. 6. ALL REAR ENTRIES MUST HAVE A DOORBELL FOR DELIVERIES. 1. ALL CONCRETE PATCHING MUST BE LEVEL WITH THE EXI5TIN6 GONGRETE FLOOR. 8. OUT-5161INGING, HINGED OR PIVOT ENTRY DOORS ARE REQUIRED. DOORS MUST BE REGE55ED 50 5WIN6 OCCURS ENTIRELY BEHIND LEA5E LINE. DOORS MAY REMAIN OPEN DURING BUSINESS HOURS, PROPPED AT +/- 10 DEGREE5 TO FIXED GLASS PANELS. 1. TENANT STOREFRONT AND FINISHES MUST BE 5ET-BACK 12" FROM FACE OF NEUTRAL PIERS. STOREFRONT GON5TRUGTION MUST START THE REAR CORNER OF THE PIER; DO NOT ALIGN STOREFRONT GON5TRJCTION AITH THE PAGE OF THE PIER. PATCH OR REPLACE DAMAGED OR MI551N6 FINISHES AS MAY BE NECE55ARY TO CORRECT FOR PREVIOUS NON-GOMPLIANT CONDITION. REFLECTED GEILING NOTES: I. A MULTI-LEVEL DRYWALL GEILING 15 REQUIRED THROUGHOUT ENTIRE SALES AREA AND ANY OTHER AREA5 AGGE55IBLE TO PUBLIC,. ACOUSTICAL OR OTHER TYPES OF LAY -IN GEILIN65 ARE NOT PERMITTED. IN CERTAIN CONDITIONS WHERE APPROPRIATE TO DESIGN, OPEN STRUCTURE CAN BE APPROVED. 2. ALL SOURCES OF ILLUMINATION THROUGHOUT ENTIRE SALES AREA AND ANY OTHER AREAS AGGE551BL`r TO PUBLIC MUST BE REGE55ED, OR BE INSTALLED IN REGE55ED POGKET5 OR COVES. FIN15H PLAN NOTES: I. ALL FLOORING TRANSITIONS MUST BE SMOOTH AND FLUSH. THE U5E OF PLASTIC, VINYL, OR RUBBER TRANSITIONS 5TRIP5 15 STRICTLY PROHIBITED. TENANTS MUST UTILIZE A HARD SURFACE TRANSITION. 2. NO RUBBER OR VINYL BASE 15 PERMITTED IN THE 5ALE5 AREA OF THE PREMISES. 3. TENANT 15 REQUIRED TO IN5TALL A WATERPROOF MEMBRANE IN ALL YLFT AREAS OF THE 5PAGE. TENANT 5HALL USE A 30 MIL POLYETHYLENE GLEAVA6E MEMBRANE (EQUAL TO 'NOBLE5EAL T5') INSTALLED PER MANUFAGTURER'5 RECOMMENDATIONS AND ANSI Alob. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF FLOOR BASE. 5TOREFRONT ELEVATION NOTE5: I. IF NOT ALREADY EXISTING, TENANT MU5T PROVIDE A SEALED PARTITION ABOVE THE STOREFRONT TO SEPARATE THE COMMON AREA CEILING FROM THE TT=NANT'5 5PAGE. (SHALL BE RATED IF REQUIRED BY GODE) 2. WHEN STOREFRONT 6RILLE5 ARE PERMITTED BY LANDLORD, THEY MU5T BE FLOOR 5UPPORTED AND SHALL ATTACH TO LANDLORD'5 5TRUGT URE FOR LATERAL %PPOT ONLY. WHEN IN THE OPEN POSITION, BOTTOM RAIL OF GRILLE MUST BE- FULLY EFULLY RE(E55ED INTO THE GEILING TREATMENT ABOVE. NO INELDIN6 TO 5TRJGTURE 15 PERMITTED. 3. SLAT WALL MAY NOT BE U5ED WITHIN THE FIRST 5-0" OF THE 5PAGE. 4. VERTIGAL GLA55 JOINT5 5HALL BE FRAMELE55 BUTT JOINTS. EXISTING MALL GONGOUR5E STEPS WITH HANDRAILS EXI5TIN6 ROLL -UP GRILLE TO REMAIN TENANT DEM15145 HALL NOTE: PATCH, REPAIR, REPLACE ANY GYP. BD. ON TENANT DEMI5ING WAL.L5 OR COLUMN ENCLOSURES TO MAINTAIN THE INTEGRITY OF FIRE SEPARATION AND AS REQUIRED FOR FINAL FINISHES, TYPICAL. NOTE: 6.6. SHALL FIELD VERIFY OVERALL LEASE DIMENSIONS PRIOR TO START OF CONSTRUCTION. 5. PAINTED DRYWALL 15 NOT AN ACCEPTABLE STOREFRONT FINISH. 6. ANY DAMA6E TO MALL PROPERTY OR ADJACENT TENANTS DURING CONSTRUCTION MUST BE REPAIRED TO MALL SPECIFICATIONS, AT TENANT'S EXPENSE. 1. STOREFRONT SIGN MUST BE ON A 1 -DAY, 24-HOUR TIME CLOCK. ILLUMINATED 516N5 MUST REMAIN ILLUMINATED DURING ALL MALL HOURS. 5PRINKLER AND ALARM NOTES: I. 51MON PROPERTY GROUP REQUIRES ALL TENANTS TO USE SIMPLEX 6RINNELL FOR ALL SPRINKLER WORK. _2. AT TIME OF BIDDING, TENANT OR T.6.G. SHOULD CONTACT 51MPLEX GRINNELL'5 NATIONAL ACCOUNTS REPRESENTATIVE TO OBTAIN DIRECTION FOR PRIGING AND 5GHEDULIN6 AT I-800-211-4311, OPTION #4. TENANT OR T.G.G. 15 REQUIRED TO CONTACT AITH AND PAY FOR ALL TENANT SPRINKLER WORK DIRECTLY WITH 51MPLEX 6RINNELL. 3. ALL SPRINKLER WORK (SHOP ORAWIN65) TO BE APPROVED BY LANDLORD'S INSURER. SUBMIT PLANS To: GLOBAL RISK CONSULTANTS 1003 REGENCY MANOR DRIVE BALLWIN, MO 63011 (636) 891-1052 LORI .MEYER®6LOBAl.RI SKGON%LTANT5.GOM 4. SPRINKLER SYSTEM MUST BE FULLY GHAR6ED AND OPERATIONAL WHENEVER CONTRACTOR 15 NOT ON SITE. 5. CONTACT GARY FRASER OF 51MPLEX 6RINNELL AT (561) 211-4140 FOR FIRE 5PRINKLER PLANS. 6AFRASER®TYGOINT.GOM 6. CONTACT DONALD EVERT OF 51MPLEX 6RINNELL AT (56))211-4110 FOR FIRE ALARM PLANS. DEVERT®TYCOINT.GOM NEA PARTITION WALL AT STOREFRONT, 5/8 TYPE X GYP. BD. EACH 51DE OVER 6" METAL STUD FRAMING AT 16" O.G. TO TO UNOER510E OF EXI5TIIN6 MALL STOREFRONT BULKHEAD. (NON -RATED A55EMBLY) NEW STOCK ROOM / SALES AREA HALL W/ 5/8" TYPE 'X' GYP. BD EACH SIDE 0/ A 50 3 5/8" METAL 5TUD5 AT 16" O.G., EXTEND GYP. BD. To b" ABOVE CEILING ON 5ALE5 51 -OE OF WALL AND TO UNDERSIDE OF ROOF/FLOOR DECK ON STOCKROOM SIDE OF WALL (NON -RATED ASSEMBLY) NEW PARTITIONAALL; 3 5/8" TYPE 'X' GYP. BD 0/ 3 5/8" METAL STUDS AND/OR FURRING CHANNELS AT Ib" EXTEND GYP. BD. TO 6" ABOVE CEILING (NON -RATED A55EMBLY) EXISTING PARTITION WALL5 TO REMAIN PATCH AND REPAIR AS REQUIRED (NON -RATED A55EMBLY) NOTES: I. SEE PARTITION FRAMING SCHEDULE, SEE DETAIL 5, SHEET A.50. 2. SEE GEILING J015T FRAMING SCHEDULE, SEE DETAIL b, SHEET A.50. 3. SEE TYPICAL FIRE5TOP DETAILS, 5EE DETAILS I THROUGH 6 SHEET A.53. 104, PARTIT100"N bk;HEuvLE 1• DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. 2. ALL DIMENSIONS ARE TO THE PAGE OF G.A.B. FINISH, U.N.O. 3. COLUMN CENTER LINES (OR GRID LINES) ARE SHORN FOR DIMENSIONING. VERIFY EXACT LOCATIONS IN FIELD. 4. GONPIRM LIVELOAD REQUIREMENT5 OF LANDLORD'5 EXI5TING FLOOR STRUCTURE PRIOR TO INSTALLATION OF SHELVING COMPONENTS. PROVIDE CONGEALED BLOCKING IN WALL AS REQUIRED. 5. ALL BLOGKIN6, FRAMING, AND PLYWOOD TO BE FIRE RETARDENT AS SET FORTH BY THE LANDLORD CRITERIA AND/OR LOCAL OR STATE CODE REQUIREMENT5. 6. G.G. 15 RESPONSIBLE FOR INSTALLATION OF IN -WALL BLOCKING FOR ALL WALL HUNG ITEMS WITHIN THE 5PAGE. C7.6.15 RE5PON5161-E FOR REVIEA OF ALL PLANS AND DETAILS WITHIN THI5 SET BEFORE FRAMING STARTS. 1. WHEN STATE OR LOCAL CODES ARE MORE RE5TRIGTIVE THAN THE ADA., THE REQUIREMENTS OF THE MORE RE5TRIGTIVE GORE SHALL BE MET. 8. ALL WALL5 SHALL HAVE GYP. BOARD WHIGH EXTEN95 6" ABOVE THE 5U5PENDED GEILING UNLESS NOTED OTHERY415E. 1. THE MATERIALS AND DETAILS 5HOWN ARE FOR TYPICAL IN5TALLATION5 ONLY. MERE THE STUD MANUFACTURERS REGOMMENDATION5 OR LOCAL ORDINANGE5 ARE MORE RESTRICTIVE THEY 5HALL APPLY. 10. COORDINATE FINAL LOCATION OF ALL REQUIRED FIRE EXTINGUI5HER5 AITH THE FIRE MARSHALL AND STRIDE RITE PROJECT MANA6ER. II. THE GENERAL CONTRACTOR MUST FIELD VERIFY EXI5TIN6 SLAB CONDITIONS AND REPORT ANY D15GREPANGIE5 TO THE ARCHITECT AND STRIDE RITE. C Ja () PROJECT NO. M80��1 DATB NOV. 3, 2005 DRAWN BY- L55 STORE NUMBER- 1725 SCALE- 6%5 NOTED FILE- A20_5ANF0RD_FL_MAIN.0WG REVISIONS - BUILDING DEPT. REVIEW FOR PERMIT AND DID 5ET5 II/5/05 SHEET TITLE - I��nnI �1 Q rlunun� o u u nnn O � p O�Un Cl nrin��O L O nnn� O �V o a co m �-_o coN N OW z �z - t- �O <t cf)� (1) wx ww ( � L C) 07 W +J ()ow(3) CL (D z I'- I,- (n . � c: C ;� '1 I-0 L0 C CCd 00 co U JCO U. Q (0- `-' co cd r U ro0 cv Ur d La- L.L LLQ C Ja () PROJECT NO. M80��1 DATB NOV. 3, 2005 DRAWN BY- L55 STORE NUMBER- 1725 SCALE- 6%5 NOTED FILE- A20_5ANF0RD_FL_MAIN.0WG REVISIONS - BUILDING DEPT. REVIEW FOR PERMIT AND DID 5ET5 II/5/05 SHEET TITLE - I��nnI �1 Q rlunun� o u u nnn O � p O�Un Cl nrin��O L O nnn� O �V o a POPLAR WD. CASED OPENINGS AT 1'-O" A.F.F., PAINTED PT -4 6 A.52 EXISTING SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE, RELAMP AS REQUIRED EXI5TIN6 ELECTRICAL TRAN5FOR ABOVE EXISTING RE5TROOM PLATFORM TO REMAIN, SEE ELEG. DW65. EXISTING GYP. BD. GEILING PT -5 EXISTING UN15EX RE5TROOM TO REMAIN EXISTING EXHAUST FAN TO REMAIN EXISTING UP -RIGHT TYPE SPRINKLER HEADS AT 0 +/- 3'-q 1/4" T{-2 _+/- . Cl IrLT, .............I STOCK ROOM OPEN TO STRUCTURE +/- 3a' -q 1/4" LEASE LINE TO LEASE LINE 301-0" APJAGENT STORE NOT A PART EXISTING 48" WIDE X24" HIGH TRNA5FER DUCT (WITH FIRE DAMPER) APPROX. 121•-611 A.F.F., FIELD VERIFY EXACT LOCATION GEILING GRID START POINT 21—OII .L1—OII _21—O" -21-011 OPEN CEILING,TVP. Q 0 LTI4 % € t1 RELOCATE A5 REQUIRED LT4 1 I u' STOCK ROOM LIC 5Y4 ITCH PANEL, } € € € _ _..... . € ._- ......... € E£E ELEC. DYE.. �/ E a� 1 LI6HT5 CHAIN HUNG — .f in ' AT +/- 13'-0" A.F.F., TYP. - c�� o 1ZLu. ` 21 u I n I " I " 1— 1 �?%,j 4 a EXISTING Y.A.Y. BOX ABOVE TO tu REMAIN, FIELD VERIFY EXACT [2 IL LOCATION, 5EE MEGH. P16166.__...._.. -......_._ ................ 1.1 EXISTING MALL SUPPLIED AIR, € c 1 BRANCH DUCT TAP FOR V.A.Y., 1 ....... - ... � INOTE MQ�1NT TTOM FIELD VERIFY EXACT LOCATION _ I G A DCT A r 141-0' A. F. 1 ADJACENT STOREt NOT A PART EXISTING 4b" WIDE X-24" HIGH:- .��'.: . . TRNASFER DUCT (WITH FIRE DAMPER) I I r .. I 1 II�S/ —'I ... APPROX. [2'-b" A.F.F.,j "€ i ..1 . ' €.'. , . ;.:.I �`.` FIELD VERIFY EXACT LOCATION = `I `' _-'- '- - €' -- -- - --- - - -= €1..( t I � � "LT4 MOUNT THI5 ONE LIGHT AS HIGH A5 £ --• --• - - --- I ;y P0551BLE AT CHASE DUCT LOCATION , i,,,,.... I — y WIWI "STRIDE RITE" LOGO SIGN I ABOVE, INTERNALLY LIT ON € 1 DAY, 24 HOUR TIME CLOCK WATr.wr-n APPA imr) r,AT1-c, 1/"< :: LTI3 LTa E 3, ...........�..� ...,.................�.... NOTES: I. 5EE DETAIL I / A25 FOR ADDITIONAL REFLECTED GEILING PLAN NOTE5 AND DIMENSIONS AT STOREFRONT AREA. 2. SEE TYPICAL SUSPENDED CEILING DETAILS DETAILS 13 THROUGH 15 ON SHEET A.50. 3, SPRINKLER HEADS ARE 5HOWN FOR REFERENCE ONLY. FIRE 5PRINKLER 5UBGONTRAGTOR 5HALL SUBMIT SPRINKLER DRAWINGS TO FIRE DEPT. FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5PRINKLER5 MUST BE COORDINATED THROUGH LANDLORD 5PEGIFIED CONTRAG T OR. SEE NOTE AT TOP OF THI5 SHEET FOR CONTACT DETAILS. 51-011 LT,51/ NTI� LTI3 r 7Y�. ; .tea .. T'T LTa LT8�......._..:{........� . � .. i a .lY... TI'- / / 4. SPRINKLER HEADS 5HOULD BE FULLY RECESSED WITH COVER PLATE PAINTED TO MATCH CEILING IN DESIGN CONTROL ZONE AND ALL PUBLIG AREAS. SPRINKLER HEAD5 SHOULD BE CENTERED IN AGOU5TI(AL TILES WHERE APPLICABLE. 5. TENANT'S G.G. SHALL PROVIDE -24" X.24" MIN. 51ZE AGGE55 PANELS TO ALL TENANT AND LANDLORD MEP EQUIPMENT AND FIRE ALARM 5Y5TEM5 (INCLUDING ALL VALVE5, GLEANOUT5, DAMPERS, CONTROLS, DEVISES, ETC) LOCATED WITH THE PREMISES BY MEANS OF AGGE551BLE CEILING TILES OR FLUSH AGGE55 PANELS AT TENANT'S EXPENSE A5 REQUIRED BY LANDLORD AND/OR CODE. 6. INSTALL SUSPENDED GYP. BD. CEILING SYSTEM PER U5G DRYWALL SYSTEM (FLAT CEILINGS) OR APPROVED EQUAL. 1. NIGHT LIGHTING SHALL BE PROVIDED TO ALLOW LOW LEVEL ILLUMINAION AFTER DARK. 2' X.2' TEGULAR ACOUSTICAL TILE IN GRID G.H. I 10'-0" AGT-I 5EMI-REGE55ED TYPE SPRINKLER HEADS AT SUSPENDED CEILING, CEILINGS, CENTER IN TILES, TYP. EXISTING MALL HVAG SUPPLY AIR DUICT5 ABOVE GEILING AT +/- 13'-6" A.F.F. TO REMAIN I— €I Q �O € ` (>_ — za Io 11) \V qD I ry 1 F --I--- LEASE LINE i€ I u I I I ItI............................................."I"............. n I I I I I € ...... _ I.... ....... .... ........ .... .... ........ ... I I fi""" "STRIDE RITE" LOGO SIGN �I I ABOVE, INTERNALLY LIT ON 1 DAY,24 HOUR TIME CLOCK -� -L GON5EALED (FLUSH) TYPE SPRINKLER HEADS AT °.O GYP. BD. CEILINGS, NP. LT 1 LT4A EM/NL / PTsi O /LTIO LT4A: Q / / LT4A 0 ' •' Pr -4 ! � � • •. � rr� . � 'iii / / € LT4A.'* 'X / € € A25 € 3 . EXISTING GYP. BD. ENTRY SOFFIT < p r_5 PATCH AND REPAIR A5 REQUIRED .H. I q'-4 1!211 "STRIDE RITE" LOGO SIGN ABOVE, INTER LY LIT ON 1 DAY, 24 HOUR NME CLOCK ALL RECESSED 09AN AND TRACK LIGHT5 AT 015PLAY WI OW AND ENTRY SOFFITS SHALL BE ON 7 OA , 24 HOUR TIME CLOCK, TYP. ti I. V\ I. THE TENANT'S GENERAL CONTRACTOR 15 REQUIRED TO CONTRACT WITH (AND PAY FOR) ALL TENANT SPRINKLER WORK DIRECTLY WITH SIMPLEX GRINNELL. THE CENTRAL CONTACT NUMBER FOR SIMPLEX GRINNELL 15 800-214-4311, OPTIION 4. 2. TENANT STORAGE SHALL NOT EXCEED 12'-O" IN HEIGHT. 3. MAINTAIN IS" CLEAR BETWEEN TOP OF STORAGE AND SPRINKLER DEFLEGTOR5. 4. FIRE SPRINKLER GONTRAGTOR: THE TENANT'S G.G. SHALL CONTRACT WITH A LICENSED, QUALIFIED 5PRINKLER CONTRACTOR FOR ALL WORK, AT TENANT'S EXPENSE. TENANT SPRINKLER 5Y5TEM SHALL BE DE56NED AND INSTALLED IN ACCORDANCE WITH F.E. GLOBAL ENGINEERING GUIDLEINE5, NFPA 13, AND LOCAL JURISDICTIONAL GORE REQUIREMENTS. CONTACT: GARY FRAI5ER OF 51MPLEX GRINNELL AT 561211-4165 5. FIRE ALARM CONTRACTOR: THE LANDLORD WILL PROVIDE THE BASE BUILDING FIRE ALARM SYSTEM. THE TENANT'S G.G. SHALL PROVIDE WITHIN THE TENANT'S 5PAGE, ALL REQUIRED DEVICES, CONDUIT AND WIRE AND CONNECT TO THE BASE BUILDING SYSTEM. ALL WORK SHALL BE BY LANDLORD'S DE5I6NATED FIRE ALARM CONTRACTOR AT TENANT'S EXPENSE. CONTACT: DONALD EVERT OF SIMPLEX GRINNELL AT 561-211-4110 FIRE SPRINKLER ,AND FIRE ALARM NOTES G H b' -O" GEILING HEIGHT KEY REGESSED FLUORE56ENT LT4 PT -a FIN15H GALL OUT IF REQUIRED (FIELD VERIFY), PROVIDE RECESSED INCANDESCENT LT4A GONNNEGT TO LANDLORD'S MALL LIFE SAFETY AND SMOKE CONTROL SYSTEM, RECESSED "EYEBALL"INCANVE50ENT L745 MANAGEMENT AND FIRE DEPARTMENT ® COMBINATION LIGHT / EXHAI5T FAN LT6 2 X2 PARABILIG (q CELL) LTa RECESSED FLUORESCENT TUBE 2 X2 PARABILIG (q CELL) LTa REGE55ED FLUORESCENT TUBE EM/NL EMERGENCY / NIGHT LIGHT LTq �] 2 -HEAD SURFACE MOUNTED EMERGENCY LIGHT �® CEILING MOUNTED EXIT 516N5 LTIO F® WALL MOUNTED EXIT SIGNS LTI4 SURFACE MOUNTED FLUOK56ENT LTII WITH PROTECTIVE WIRE GAGE FLOORE56ENT STRIP LIGHT AT MANAGER'S DESK LTI2 TRACK LIGHT WITH TRACK LT15 SUPPLY AIR REGI5TER AT SALES AREA SEE MEGH. DW65. RETURN AIR REGISTER AT SALES AREA 5EE MEGH. DW65. SUPPLY AIR RE615TER AT 5TOGKROOM SEE MEGH. DWG5. G H b' -O" GEILING HEIGHT KEY GYP. BD. GEILING MATERIAL PT -a FIN15H GALL OUT IF REQUIRED (FIELD VERIFY), PROVIDE GEILING MOUNTED SMOKE DETECTOR, GONNNEGT TO LANDLORD'S MALL LIFE SAFETY AND SMOKE CONTROL SYSTEM, VERIFY FINAL LOGATION(5) WITH MALL MANAGEMENT AND FIRE DEPARTMENT ff CO rn r- p CI N CV c0 z LTJ t- 1 Uz � (-,)(L ww rr L (r) 0) W •id oaG)0) Cr co c" ' LC) Ln _C) L. O c w w C: W :5 ccy W r--- L-- C::v �) O cU O m U(L Cl- LL IL <L A PROJECT NO. M302-1 DATE, NOV. 5, 2008 DRAWN DY- L55 STORE NUMBER- 1725 SCALE- ?.5 NOTF-17 FILE- A2O_5ANF0RD_FL_MAIN.DWG REVISIONS BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 1113/08 SKEET TITLE - REFLECTED CEILING PLAN 0 nn� Q LJ � 00 l"� RqgDE�Qnr Li OO 0 g nn� I��"nnI �U L, PAINT EXISTING RE5TROOM WALLS AND GEILIN6 (USE EPDXY PAINT) PT -5 WG -I GLEAN EXISTING PLUMBING FIXTURES TO "LIKE NEW CONDITION s] +/- V-9 1/4" W Iq 5/8" I � .WII. 1 j A.52 , � FG•4 'i Kia i ROOM MENAGERIE STYLE NO. 138052500, "PEAGOGK" 4944 CERAMIC TILE (SEMI-6LO55) PT -5 ry FLOORING CONCRETE O FG -3 CARPET TILE - INTERFACE Ff� O n CARPET TILE - INTERFACE C +/- 38'-1 1/4" LEASE LINE TO LEASE LINE 30'-0" ADJACENT STORE NOT A PART <�9> � <�> � <�> � <�> � <�> � <e> � <�> � <�> � <�9> � <�9> � <�> 1 <�9> PAINT STOCK ROOM — WALL5 TO +13'-0" A.F.F. PT -5 5/8 51-011 5/8 O O .. .... ................ _.............. .�......... .............�.. _ .. FG -I � � m � € ...................:,.�.�.._...........................,.._�............. ........ ............ ....... __... .. n � €�.. I .. ............ .......................................... ' —�. ............. ....... ...... .:::. -- .;. i i __ ,......................._ C27 O O ♦ O o LH <9> c a O O FUs'" I I N € ...,.. owl) �1 Fc rc z FG -0 O ��w 1 0090 .............__.....„ O O O ♦a FG -2 F� FCrS Ffr1 I + s _.. �.._............... �... 1.50..., ................. �r,� A T /iliG'P / NOTE: TENANT'S G.G. SHALL PROVIDE MALL TILE TO CLOSURE LINE, (9.G. SHALL OBTAIN TILE FROM SITE TENANT COORDINATOR, VERIFY TILE PATTERN WITH MALL OPERATIONS MANA6ER `�;) �0 NOTES: I. ALL INTERIOR WALL AND GEILIN6 FINI5HE5 SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN GLASS 'G' FOR 6ROUP M (MERCANTILE) FOR SPRINKLER BUILDIN65, PER IFG TA3LE 803.4. 2. ALL INTERIOR FLOOR FIN15HE5 SHALL CONFORM TO IFG SECTION 804.1. 3. ALL INTERIOR TRIM MATERIAL SHALL HAVE A MINIMUM GLA55 'G' FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX PER IFG SECTION 805.5. 4, ALL FLOORING TRAN5ITION5 MUST BE SMOOTH AND FLUSH. THE USE OF PLASTIC, VINYL, OR RUBBER TRAN51TION 5TRIP5 15 STRICTLY PROHIBITED. TENANTS MUST UTILIZE A HARD SURFACE TRANSITION. 5. NO RUBBER OR VINYL BASE 15 PERMITTED IN THE SALES AREA OF THE PREMISES. 6. PROVIDE PROPER AND FLUSH TRANSITIONS BETWEEN ALL FLOOR FINISHES. rn N0. DESCRIPTION PAINT EXISTING RE5TROOM� u, WAL5, DOOR AND FRAME c MENAGERIE STYLE NO. 138052500, "PEAGOGK" 4944 Z (SEMI-6LO55) PT -5 ry FG-? PAINT BOX - "CHILI" 3588 (HOT PINK) FG -3 CARPET TILE - INTERFACE 50LID FOUNDATIONS - "PARROT" 5854 (BRIGHT GREEN) n CARPET TILE - INTERFACE STOCK ROOM 50LIP FOUNDATIONS - "GONGORD" 5870 (PURPLE) FG -5 CARPET TILE - INTERFACE + w SEAL CONCRETE EXI5TIN6 CONCRETE 5LA3 ADJACENT STORE STOCK ROOM FLOOR FG -7 NOT A PART fFG-6 VB -I 's? C +/- 38'-1 1/4" LEASE LINE TO LEASE LINE 30'-0" ADJACENT STORE NOT A PART <�9> � <�> � <�> � <�> � <�> � <e> � <�> � <�> � <�9> � <�9> � <�> 1 <�9> PAINT STOCK ROOM — WALL5 TO +13'-0" A.F.F. PT -5 5/8 51-011 5/8 O O .. .... ................ _.............. .�......... .............�.. _ .. FG -I � � m � € ...................:,.�.�.._...........................,.._�............. ........ ............ ....... __... .. n � €�.. I .. ............ .......................................... ' —�. ............. ....... ...... .:::. -- .;. i i __ ,......................._ C27 O O ♦ O o LH <9> c a O O FUs'" I I N € ...,.. owl) �1 Fc rc z FG -0 O ��w 1 0090 .............__.....„ O O O ♦a FG -2 F� FCrS Ffr1 I + s _.. �.._............... �... 1.50..., ................. �r,� A T /iliG'P / NOTE: TENANT'S G.G. SHALL PROVIDE MALL TILE TO CLOSURE LINE, (9.G. SHALL OBTAIN TILE FROM SITE TENANT COORDINATOR, VERIFY TILE PATTERN WITH MALL OPERATIONS MANA6ER `�;) �0 NOTES: I. ALL INTERIOR WALL AND GEILIN6 FINI5HE5 SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN GLASS 'G' FOR 6ROUP M (MERCANTILE) FOR SPRINKLER BUILDIN65, PER IFG TA3LE 803.4. 2. ALL INTERIOR FLOOR FIN15HE5 SHALL CONFORM TO IFG SECTION 804.1. 3. ALL INTERIOR TRIM MATERIAL SHALL HAVE A MINIMUM GLA55 'G' FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX PER IFG SECTION 805.5. 4, ALL FLOORING TRAN5ITION5 MUST BE SMOOTH AND FLUSH. THE USE OF PLASTIC, VINYL, OR RUBBER TRAN51TION 5TRIP5 15 STRICTLY PROHIBITED. TENANTS MUST UTILIZE A HARD SURFACE TRANSITION. 5. NO RUBBER OR VINYL BASE 15 PERMITTED IN THE SALES AREA OF THE PREMISES. 6. PROVIDE PROPER AND FLUSH TRANSITIONS BETWEEN ALL FLOOR FINISHES. rn N0. DESCRIPTION FLOOR FIN15HE5 CARPET TILE - INTERFACE FG -1 MENAGERIE STYLE NO. 138052500, "PEAGOGK" 4944 Z CARPET TILE - INTERFACE FG-? PAINT BOX - "CHILI" 3588 (HOT PINK) FG -3 CARPET TILE - INTERFACE 50LID FOUNDATIONS - "PARROT" 5854 (BRIGHT GREEN) FG -4 CARPET TILE - INTERFACE —1 50LIP FOUNDATIONS - "GONGORD" 5870 (PURPLE) FG -5 CARPET TILE - INTERFACE 50LID FOUNDATIONS - "ARTIG BLUE" 5869 (LT. BLUE) o Lr EXI5TIN6 CONCRETE 5LA3 FG -6 THOMP50N5 CONCRETE SEAL FG -7 EXI5TIN6 GERAMIG TILE FLOOR TO REMAIN, GLEAN TO "LIKE NEW CONDITION WOOD FLOORING - HARTCO FG -q PATTERN-PLU5 5000, "NATURAL", RANDOM LENGTHS CARPET ADHESIVE - INTERFACE AMERICAS, ING. _ ADHESIVE No. 512004 BASE FIN15HF-5 VINYL BASE (STOCK ROOM), YIP INC. OR APPROVED EQUAL VB -I COLOR: DARK BROWN VINYL 5ANITARY COVE BASE (RESTROOM), YIP W. OR APPROVED MAL VB -2 COLOR: DARK BROWN 6" WOOD BASE (SALES AREA), PAINT PT -4 (SEMI -GLOSS) W3-1 SUPPLIED BY 6ENERAL CONTRACTOR GT -I STONE TILE AT STOREFRONT BASE, NATURAL STONE TRAVERTINE, 6" HI6H NOTE: SEAL TRAVERTINE TILE PER MANUF, SPECS. TO ELIMINATE 5TAININ6 TROUBLES. PAINT AND/ STAIN FINISHES PAINT - BENJAMIN MOORS (I-888-854-gSBq) PT -1 R2021 YI=LLOW HIGHLIGHTER 46, PEARL FIN15H PAINT - BENJAMIN MOORE (I-888-854-9889) PT -2 #2028-20 DOUGLAS FIR 40, PEARL FIN15H PAINT - BENJAMIN MOORE (I-888-854-9889) PT -3 #2064-50 COSTA RIGA IB, PEARL FINISH PAINT - BENJAMIN MOORS (I-888-854-g88q) PT -4 #205q-10 MARINE BLUE 45, PEARL FINISH PAINT - BENJAMIN MOORS (I-888-854-g88q) P7-5 #2063-70 CUMULUS COTTON IB, PEARL FINISH SEMI -61-055 FIN15H ON ALL WOOD TRIM AND METAL DOORS AND FRAMES PAINT - BENJAMIN MOORS (I-888 854-9889) PT -6 #01 WHITE, PEARL FINISH AT GYP. BD. SOFFITS AND 5EMI-61-055 FINISH ON ALL WOOD TRIM PAINT - BENJAMIN MOORS (I-888-854-g88q) PT. -7 #2068-40 CALIFORNIA LILAC 4B, PEARL FIN15H PAINT - BENJAMIN MOORE (1-888-854-9889) P.T.-8 #2079-30 PEONY 4B, PEARL FIN15H PROVIDE CUSTOM PAINT PATTERN. REFER TO ELEVATION DRAWIN65 FOR PAINT LOGATION5, 5EE SHEET A.31 NATURAL MAPLE WOOD WITH -2 GOATS of SATIN URETHANE K5_1 FIN15H, SPRAYED WITH AIRLE55 SPRAYER #423 STAYS CLEAR LOW LUSTRE FINISH WG -1 EXISTING 48" HIGH F.R.P. MIN500AT TO REMAIN, GLEAN TO "LIKE NEW CONDITION GEILIN6 FIN15HE5 ARM5TRON62' X2' X 3/4" CIRRUS BEVELED TE6ULAR EDGE ACT-[ #584, FINE TEXTURE, WHITE GLASS 'A' FLAME SPREAD RATING COLOR: WHITE, GRID: 15/16", COLOR TO MATCH 6.0. TO ORDER GEILIN6 SYSTEM MIN. 4 WEEK5 IN ADVANCE F I Nm I S H S C H E [24W L - E wrn _F_ (y) a) cv U0(j)0> (u Lc) 6i Z C9 co O C r Y _ Lr) LO U c: —1 roC CO co r- �� c- U.�j o Lr d CL LL LL < Q! PROJECT NO. M80.27 DATE- NOV. S, 2008 DRAWN RY- LSS STORE NUMBER, 1725 SCALE- AS NOTED FILE- A203ANEORD_El._MAIN.0W6 REVISIONS, BUILDIN6 DEPT. REVIEW FOR PERMIT AND BID 5ET5 II/5/08 SHEET TITLE FLOOR FINISH PLAN ADJACENT STORE NOT A PART STOCKROOM 5HELVING (23) 4'X 12'X 9" X 4.6 = 5,078 PAIRS (15) VX 12'X I" X 4.6 =2,484 PAIRS (0)2'X12'Xa"X4.6=0PAIRS TOTAL: 1,562 PAIRS ALL NEW STOCK ROOM SHELVING 5HALL BE STEEL AND 5HELVING 15 12'-0" HIGH MAX. NOTE: 5TOGKING HEIGHT SHALL NOT EXCEED 12'-0". IC E +/- 38'-9 1/4" r� LEASE LINE TO LEASE LINE 3'-9 1/4" 301-011 51-011 m MANAGER'S A.52 DESK 4'XTXI2' EXISTING ; 1 UNISEX RE5TROOM ADJACENT STORE j NOT A PART i 1 GASH REGISTER COUNTER WITH PORTION OF GASH REGISTER COUNTER THAT 15 AT LEAST 36" LONG AND SHALL BE NO MORE THAN 36" HI(5H, SECTION 11225.4 'A' 'A' G' 'A' K' 'H-1' H2' 430" X 485" WHEEL CHAIR 5PAGE i ..............................1..........,...., .................-....................................... ................. � J STOCK ROOM Xo) _ m x ................................ ir' x x x x x V x xl x xl x x Ix€i 3'-1 1/.2" m � � 3'-1 1/2" I 3,-11/21, x x 3'-1 1/211 � x I 1_x�XlI P111 1 w€ PE56RIPTION u u B o a I x x E -I X; E2 x G X GA5HWRAP �a I WINDOW U15PLAY TABLE MIRROR, 12" W. X +/- T-3 3/4" H., MOUNTED AT 6" A.F.F. ALIGN TOP OF MIRROR WITH TOP OF GRID PANEL5 K 4 WIDE GRID PANEL WITH PERIMETER TRIM, PREFIN15HED SUPPLIED BY CUSTOM SURROUNDIN65, INSTALLED BY G.G. L WALL GRAPHIC BEHIND GASHWRAP, ALIGN WITH TOP OF GRID WALL M SMALL 5EMI-CIRCULAR FIXTURE x x X XX x x u- v is o it u X I x x x x l x x �1 K I ; ti KA J } X .. XX...; X - x I... x X X i.. x X x x 3'X9'X12' '73-7x 7 _X[2' T 3'X9"XL2' 3' I o STOCK A.52 5HELVING NOTE: ROLLING LADDERS SUPPLIED BY GOTTERMAN CO. AND INSTALLED BY G.G. "5TRIDE RITE" LOGO SIGN ABOVE, INTERNALLY LIT, ON 7 DAY, 24 HOUR TIME CLOCK (GE -I.1) TENANT SHALL 5UBMIT 516N MANUFACTURER'S 5HOP DRAWING5 •/'1 u "STRIDE RITE" LOGO SIGN ABOVE, INTERNALLY LIT, ON 5ALE5 AREAl DAY, 24 HOUR TIME CLOCK E-2' G3 II u� (GE -1.1) NOTE: REA TENANT SHALL SUBMIT 51GN WITHIN SALT=S AA ALL DISPLAY REAS ARE MANUFACTURER'S SHOP DRAWINGS LE55 THAN -f'-O" IN HEIGHT. FOR LANDLORD APPROVAL l I / 'A' WITH / FRONT CLEAT / ,0 kmlr "STRIDE RITE" LOGO 5Ir ABOVE, INTERNALLY LIT, ON 7 DAY, 24 HOUR TIME CLOCK ............ ........................... ......................_.-_....... -- ' or' (GE -I.1) TENANT SHALL SUBMIT SIGN MANUFACTURER'S SHOP DRAWINGS FOR LANDLORD APPROVAL NOTES: I. PLASTIC 5167N5 AND PANELS COMPLY WITH I.F.G. 5ECTION2605. .2. NO 516N OR OTHER OBSTRUCTIONS SHALL BE LOCATED LOWER THAN 6-8" FEET ABOVE FINISH FLOOR PER I.F.G. SECTION 1003.3.1. 3. INTERIOR FIN15H MATERIALS COMPLY WITH I.F.G. SECTION 803.1. GLA55 G (FLAME SPREAD 16--200). 4. ALL FIXTURES SHALL BE ADA ACCESSIBLE. 5. 5TORAGE 15 PROHIBITED WITHIN -24" OF -1 ltl� ALI, Intl ter• Arlt —fill— — lir i -..• NUMBER PE56RIPTION A 3 WIDE GRID PANEL WITH PERIMETER TRIM, PREFIN15HED SUPPLIED BY CUSTOM SURROUNDINGS, INSTALLED BY G.G. B 2 WIDE GRID PANEL WITH PERIMETER TRIM, PREFIN15HED 5fUPPLIE12 BY CUSTOM SURROUNDINGS, INSTALLED BY G.G. 6 i iR3AIN1iLi1?1 LL D-1 CIRCULAR FIXTURE (36" DIA) E -I 5EMI-GIRCULAR FIXTURE E2 5EMI-GIRGULAR FIXTURE G BENCH H -I GA5HWRAP H-2 HANDICAPPED ACCESSIBLE GASHWRAP COUNTER I WINDOW U15PLAY TABLE MIRROR, 12" W. X +/- T-3 3/4" H., MOUNTED AT 6" A.F.F. ALIGN TOP OF MIRROR WITH TOP OF GRID PANEL5 K 4 WIDE GRID PANEL WITH PERIMETER TRIM, PREFIN15HED SUPPLIED BY CUSTOM SURROUNDIN65, INSTALLED BY G.G. L WALL GRAPHIC BEHIND GASHWRAP, ALIGN WITH TOP OF GRID WALL M SMALL 5EMI-CIRCULAR FIXTURE NUMBER DESCRIPTION GE-I.I STOREFRONT SIGN: "SIGNATURE LED's" BY GOLITE INTERNATIONAL, LP 4 I. ALL MEGHAND15E FIXTURE5, 5EATING AND GASHWRAP TO BE SUPPLIED BY STRIDE RITE AND INSTALLED BY G.G. 2. G.G. TO VERIFY IN -WALL BLOCKING REQUIREMENTS FOR WALT_ FIXTURE INSTALLATION WITH FIXTURE VENDOR. 3. G.G. TO UNGRATE, ASSEMBLE AND PLACE ALL FLOOR FIXTURES. 4. G.G. TO MAINTAIN A MINIMUM CLEAR 36" A15LEWAY BETWEEN ALL FIXTURES AND/OR OTHER OBSTRUCTIONS. 5. ALL MAPLE TRIM AND SHEATHING, ALL WOOD BLOGKING, AND ALL WOOD SHEATHING SHALL BE FIRE RETARDARNT TREATED WOOD. EXCEPTIONS PER IFG 5EGTION2604 TRIM. 6. ALL FIN15HE5 SHALL COMPLY WITH CLASS 'G' FLAME SPREAD REQUIREMENTS PER IFG SEGTION 803, TABLES 8035. 1. GRID WALL PANELS SHALL BE FIRE RETARDANT TREATED WOOD AND SHALL HAVE A GLASS 'G' FLAME SPREAD. G E mrkm' E Ri A L N 0 T E E'hi il'':"'',,;,"";'',::;"";,i.......... "'I's; :h'; .. ........ :i sani co o, ^o coI � N <t N Ow Z � O� Z �O C�3a- w X t �w L C� m CC) 4-+ voa)I U coLoCVN CC�oo L UD1_0 LQ �: L U Ooo i_ W~� JFo W 0 r� r c � �rn o x ii LL i < m c W J PROJECT NO. M80-27 DATE-. NO\/. 31 2008 DRAWN BY- L55 STORE NUMBER 1-725 SCALE AS NOTED FILB A20_5ANFORD_FL_MAIN.DWG REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID 5ET5 1113/08 SHEET TITLE FIXTURE PLAN F F I"-" ADJAGENT E NOT A PART EXISTING I H, WALL TO U% 5/8ll TYPE IX METAL STUD GON5TRUCTE LEASE LINE EXISTING NEL TO REMAIN, f A5 RE9JR—E-1 DURING COM 5/411 METAL i AT NEUTRAL 3LAC,K AN0f HATCH APTB4 PARTITION G ** tv Alk V L-Ltlz)[- 1-11v- 1V WNF- (() 0) co 0 G) (3) (Ti Lo C\j N (D (C) 0 z (D L: 0 0 L0 C: Q 0c) cc) c 4('j — - J Eo - al C: 0 x -.2 n LL LL CIO 0 L�u 0z 0 rr ulL' L W X cr LU lie C w 0) a, —1 PROJECT NO. MbO-2-7 DATE, NOV. 5, 2000 DRAWN BY- L55 STORE NUMBER, 1-125 SCALE, A5 NOTED FILE- A24-5ANF0FD-FL.PN6 0 mmmmm� REVISIONSI BUILDING DEPT. REVIEW IFOR PERMIT AND 010 5ET5 1115108 SHEET TITLE 611011901 � 9' :101 Z-. I I 5TOGK ROC LIC7HT5 GHA AT +/- I3'-0 AD.IAGENT NOT A PAR" EXISTING 4E TRNASFERI APPROX. 12 FIELD VERB PROVIDE NE GRILLE TO WTTOM OF EXISTING NEUTRAL P TO REMAIN, PATCH ? A5 REQUIRED IF 0I5 DURING GONSTRUGTR 3/4" METAL REVEAL AT NEUTRAL. PIER WI' BLAGK ANODIZED FI HATCH AREA5 INDIG PARTITION GONDITIO J..Lr1JL LII`- IV "tl/ DL LIllff- r , .I .. ,.,..r. z. r , CO (3) r~ O Q) W n�- N Q N c- (f) 0-) GO o o 0) 0) (� (ti (f) (V CV (ll (9 O) G) 0 0 U) = U) .� Y� c i.Cj (f) C Cj fb w F-� W -ro - -� 1 JGO �. c 0 r_ _ 5) C) w f-- (x[.1 00-- � !Z LL LL < L PROJECT NO. M80.2-7 DATE- NOV. 5, 2008 DRAWN DY- L515 STORE NUMBER- 1725 SCALE- A5 NOTED FILE- A25_5ANEORD_EL ONG REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID 5ET5 11/3/08 SHEET TITLE - ENLARGED STOREFRONT FLAN y b i I # TOP OF MALL LIGHT COVE LINE OF EXI5TING MALL # BULKHEAD ........ ' . , .,.«,,.,........ .,..«,..,«. ,...... REMOVE EXI5TING MARPLE TILE REMOVE EXISTING VERTICAL TRIM AT PIER5, TYPICAL REMOVE EXI5TIN6 51GN EXI5TING NEUTRAL PIER TO REMAIN, REPAIR A5 REQUIRED IF 015-PJRBEO DURING CON5TRUGTION LEASE LINE — EXI5TING STAINLESS STEEL BASE I K-- LINE OF BEND LINE OF EXISTING AND LEASE LIRE MALL CEILING I I I 9 LINE OF EXISTING MALL BULKHEAD LINE OF EXISTING MALL — BULKHEAD ii ti i# <----REMOVE EXISTING ; «.............................._..,,...«, «„«",.,.......«.«„-,----«",«-,«,«,,,,,....,...........................,«, ° ii #i 1 1 SIGN y f ..,.,_.. _•;...... f, ,,.... , ...• „ __..; . .... ........,_„«„ -� --,,,... ., i.. i, l =s E t E ss € s° I # €E I I #i I€ �✓ € € #€ / f 1 € i f I # #i it 1i €€ I I I€ I I if It �� x it it it €I.......... ......•, .,.. _._. ;.�....., i ................... f .......... i Ii EXISTING £� _ .t,�._."."., .«.�•...�. ,.««.,, ._,._,,.,sr-,,_ _ . ,_ .,....«„ .,#...,,«« ,«,� .},.....,,., �f I ii is €i €' �, GRILLE OPENING iE s _ it #€ it I TO STORE TO REMAIN €€ «.,. .,...... ., .......... ,. ,".«.. �, .i.......... #€j ."...... "c., ,.........#....... .-_..«.. � p Ll--' t — — —_ ✓ £# REMOVE EXI5TIN6 GLA55 AND REMOVE EXI5TING VERTICAL SILL AND HEAD GLAZING FRAMES TRIM AT PIER5, TYPICAL — LINE OF BEND (27 I AND LEASE LINE I 1 I I i x� cA r G co N (j� O ............................... o� F___z .::::: <L €F__ f i �r a. W X �LLJ L (f) G) CO ....::::::.................","".,...::::.............. U U O-) r• f cu I -C) cv cU N (D d) 07 0 Ci Q € 4-0 it #€ f3 €#. €• (€ f �----^—= ----^_�.®z---- ?# _U 3 cis (D cj I- ii It ii it 11 fi N it O X i € €# I d o_ LL €# i## I€ ## f1 €# it ## € is it rJ Il ii it it it J I It 11 It i# it U) ••i `5 i� SSL•, `T'. Q® .jt ':'"•r.. iii' � :•�•' 's.€� i# it •I it dl I f f f# i# #i 31 #• ;€ fE it II€S EXI5TIN6 H#€ i, E Ii #, IIS GRI___ OPENING I If if I# it it � TO BE REMOVED i1 €# #; €1 I 1i r fl , EXI5TING MALL DIFFU5ERS .........r................................. TO REMAIN, TYPICAL LEA5E LINE EXI5TIN6 CERAMIC TILE AT NEUTRAL PIER TO REMAIN, REPAIR A5 REQUIRED IF 015TURBED DURING CONSTRUCTION REMOVE EXI5TING VERTICAL TRIM AT PIERS, TYPICAL REMOVE EXISTING GLAZING TO REMAIN EXI5TING MALL CONCOURSE 5TEPS AND HANDRAIL BY LANDLORD, NOT A PART REMOVE EXI5TIN6 5TAINLE55 5TEEL BASE / SILL E X I ' I T ELEVATION SCALE- 3/8v s 11 -ON PROJECT NO. M80_27 DATE- NO\/. 5, 2008 DRAWN BY, x.55 STOREFRONT ELEVATION GENERAL NOTES: STORE NUMBER 1-125 SCALE- ,A6 NOTED I. IF NOT ALREADY EXI5TING, TENANT MUST PROVIDE A SEALED PARTITION 5. STOREFRONT SIGN AND LI61-175 SHALL BE ON A l-DAY,24 HOUR TIME CLOCK. PILE- A5O_5ANFORD_FL.DN6 ABOVE THE STOREFRONT TO SEPARATE THE COMMON AREA CEILING FROM ILLUMINATED 516N5 MUST REMAIN ILLUMINATED DURING ALL MALL HOURS. THE TENANT'S SPACE. (SHALL BE RATED IF REQUIRED BY CODE) 6. ALL STOREFRONT GLA55 AND 6LA55 DOORS SHALL BE 5AFETY GLAZING REVISIONS1 -2. STOREFRONT SHALL BE FLOOR 5UPPORTED AND SHALL BE ATTACHED SHALL CONFORM TO F.B.G. 5EGTION.2406. TO LANDLORD'S STRUCTURE FOR LATERAL SUPPORT ONLY. BUILDING DEPT. REVIEW FOR NO WELDING TO 5TRUGTURE 15 PERMITTED. 516NA6E MANUFACTURER TO PROVIDE A FULL SET OF SIGN SHOP PRANING5 FOR LANDLORD REVIEW A5 REQUIRED PRIOR TO FABRICATION. 516N5 SHOULD BE IN PERMIT AND BID 5ET5 11/5/0b 5. ALL WOOD MAPLE TRIM AND SHEATHING, ALL WOOD BLOCKING, AND ALL WOOD ACCORDANCE WITH DE516N CRITERIA AND WITH ALL APPLICABLE BUILDING AND SHEATHING 54-1ALL BE NON-GOME05TIBLE BY INSTALLING FIRE RETARDANT ELEGTRGIAL CODES AND BEAR A "UL" LABEL CONGEALED FROM PUBLIC VIEW. TREATED WOOD. EXCEPTIONS PER IFG SEGTION2604 TRIM. VINYL GLA55 51GNAGE MUST BE ETCHED FILM, NO COLOR, SOLID. NO SIGN CAN PROJECT MORE THAN 6" BEYOND THE STOREFRONT LEASE LINE. 64" WIDE MULITI COLOR LOGO LETTERS 4. ANY DAMAGE TO MALL PROPERTY OR ADJACENT TENANTS DURING CONSTRUCTION ALL ILLUMINATED SIGNS MUST BE CONTROLLED BY TENANT'S 1 DAY, W/ INTERNAL LIGHTING, SUBMIT 516N MUST BE REPAIRED TO MALL 5PEGIFIGATION5, AT TENANT'S EXPENSE. _24 HOUR TIME CLOCK. 5/S" TYPE 'X' GYP. BD, MANUFACTURER'S SHOP DRAW055 516N FACIA, PAINTED -4 TO LANDLORD FOR APPROVAL 1. G.G. SHALL INSTALL STOREFRONT MILL WORK A5 REQUIRED PER THE SHOP NOTE: SEPARATE PERMIT 15 REQUIRED CD® DRAAIN6K-5 PROVIDED BY SOUTH COAST GLA55 ALUMINUM INC. I I FOR 516NA6E. LINE OF BEND LINE OF EXISTING LINE OF EXI5TING -- �LINE OF BEND AND LEASE LINE MALL GEILING MALL BULKHEAD i AND LEA5E LINE 2 ( I i WHITEWASHED MAPLE +/- 4'-S" WIDE MUL ITI COLOR LOGO LETTERS � VENEER OVER EXISTING V{/ INTERNAL LIGHTING, SUBMIT SIGN i I GYP. BD. WALL 5, TYP, W5 -I € MANUFAGTURER'5 SHOP DRAWINGS y y TO LANDLORD FOR APPROVAL: 1 '«««„,,,,,,,,,,,,,,,,,,,,,,,,,,,,E ... NOTE: SEPARATE PERMIT 15 REQUIRED FDR SIGNAGE. .......................•..........,,,; ............................ I/2” MAPLE VENEER«..«,«,,,. «..«,,.__,..,_, .:;: ; .,::::: SKEET TITLE; .................................................................................................. .....«...."..................................... 1 :2- : ,;:::::;"':«.... EXISTING MALL DIFFU5ER5 OD 5 ... 50LID MAPLE ENDS, W5 -I 4O 40 A.41f .....`.:.:::: `�"` ' := ' ""`.'.' :: PAINT EXPOSED GYP. BDa . , .�..«««««,«.................................__.« TO REMAIN TYPICAL STOREFRONT SHIM A5 REQUIRED € I«.«..«I TO MATCH EXI5TING MALL # «.«................................................................ ............................................... «.«,,,.,,,......,.....................................«. TO 3/4 THICKNESS, TVP. I BULKHEAD «,«. ,,,, 1 E : 8" TYPE 'X' G ELEVATIONS :.. E ,. ff,5/ YP. BD. TOP OF MALL LIGHT G 3 _ .. « v.. _.. «..,..« «_...... —.,,«...........«.,..,..,.,,...,..,..,,,..... « .... _ ..,.......,....,,,..,._«.: _ «,..... «.......,...,..«..«..._« , « ««.. «,, .,,, «, i SIGN FACIA, PAINTED LINE OF EXISTING MALL I LINE OF EXI5TING MALL , f LEASE LIN_ «„ E BULKHEAD �"�„ E BULKHEAD p> ��,, ` ,,,;.,«._.;,«.«. € EXISTING 5/4" B O OPFfl REPLACE A5 REQUIREDREVE o � , 'f AL O.., .,...«« ........................«. «. «««,,.,.......,.....,,.........__«...« .«.............,...,.,,.,«_....... «..........,,..,,,..,.,.,...._ «,,,. ,,.,,......,........,..., .«......«_. N .•. _ _ f i' CCS 0 `�C� a { Q '� EXISTING CERAMIC TILE AT t •i , x , ` ''i a l `'x .:.% i t�k •i rya i 9 L a 'a , , , , „y a, , '".l'F'r'f '••.i ♦ .v. a '... .. `. I ....,.,_ `v 1 •..v �: , ". a,� s �"'.'�—" L�.�� _ NEUTRAL PIER TO REMAIN, u REPAIR A5 REQUIRED IF { 015TURBED DURING GON5TRIJGTION 5/8" TYPE 'X' 6YP. BD. PAINTED It € ; MULTI -COLORED GRID, VERIFY o o f' o 0 5/8” TYPE 'X' GYP BD PAINTED r1��r1 ..,�.«_ ;' • € MULTI -COLORED GRID VERIFY i PT -2 FT -b a FINAL COLORS WITH STRIDE RITE Q O FINAL COLORS WITH STRIDE RITE -- w• l� � � d f' y i E l E { � 3/4" THK. X2 1/2" HIGH WHITEWA5HED a, Pr 4 I I ,� +'`, , !, .... «,. ;..,,. fr•�'/� MAPLE TRIM, TVP. I U 3/4 THK. X2 I/2' HIGH WHITEWASHED —J € —� — MAPLE TRIM, TYP. W5 -I ;10 6 EWA P LES ' 2 I/2 c� _ EXI5TING NEUTRAL PIER 2 I/2" 2�UAI­-PAGES, ' `fr12" F € ' f` 0 TO REMAIN, REPAIR A5 REQUIRED IF DISTURBED �. I _. y , �.. , •• .; .. � .. � � EXISTING £. DURING GONSTRJJGTION f�=7 Pr -3 Pr:a I• f�=a �r-7; �r3 1 r -� i I •`', ..O € . . •O . •O . •O ,'O .'O I ., �, GRILL_ OPENING I �' '�I'• I EXISTING MALL GONGOUR5E 5TEP5 € r TO STORE TO REMAIN , ' I O '_ AND HA �l EXITING 3/4 BLACK REVEAr, I ,r .,,i jt I , .«,S«, « .. L BY LANDLORD, REPLACE AS REQUIRED € £,,, NOT A ART LEA5E LINE € f� if f i €'x f € =v Mimi 6" HIGH TRAVERTINE STONE Asf 6" HIGH TRAVERTINE STONE€ 1/2" MAPLE VENEER A51 A51 6 HIGH TRAVERTINE STONE O GT -I PLYWOOD PANELS W/ BASE, TYPICAL GT -I BASE, TYPICAL GT -I BASE, TYPICAL SOLID MAPLE ENDS, W5 -I SHIM AS REQUIRED I/2" THK. CLEAR TEMPERED 6LA55 TO 5/4" THICKNE55, TYP. 1/2" THK. CLEAR TEMPERED GLA55 WITH EASED POL15HED E06E5 WHERE WITH EASED POLISHED EDGE5 WHERE EXPO5E0 1/4" GAP BETHEEN GLA55 PANELS, EXPOSED PROVIDE POL15HED BEVELED EDGES, PwRO"Pu'SED STOREFRONT 2 SCALE, 3/8" - T-01 x� cA r G co N (j� O o� F___z <L €F__ �r a. W X �LLJ L (f) G) CO -1-0 U U O-) cu I -C) cv cU N (D d) 07 0 Ci Q 4-0 O c Lp _U cis (D cj I- O X i d o_ LL LL < " J U) ••i `5 i� SSL•, `T'. Q® .jt ':'"•r.. iii' � :•�•' 's.€� dl E X I ' I T ELEVATION SCALE- 3/8v s 11 -ON PROJECT NO. M80_27 DATE- NO\/. 5, 2008 DRAWN BY, x.55 STOREFRONT ELEVATION GENERAL NOTES: STORE NUMBER 1-125 SCALE- ,A6 NOTED I. IF NOT ALREADY EXI5TING, TENANT MUST PROVIDE A SEALED PARTITION 5. STOREFRONT SIGN AND LI61-175 SHALL BE ON A l-DAY,24 HOUR TIME CLOCK. PILE- A5O_5ANFORD_FL.DN6 ABOVE THE STOREFRONT TO SEPARATE THE COMMON AREA CEILING FROM ILLUMINATED 516N5 MUST REMAIN ILLUMINATED DURING ALL MALL HOURS. THE TENANT'S SPACE. (SHALL BE RATED IF REQUIRED BY CODE) 6. ALL STOREFRONT GLA55 AND 6LA55 DOORS SHALL BE 5AFETY GLAZING REVISIONS1 -2. STOREFRONT SHALL BE FLOOR 5UPPORTED AND SHALL BE ATTACHED SHALL CONFORM TO F.B.G. 5EGTION.2406. TO LANDLORD'S STRUCTURE FOR LATERAL SUPPORT ONLY. BUILDING DEPT. REVIEW FOR NO WELDING TO 5TRUGTURE 15 PERMITTED. 516NA6E MANUFACTURER TO PROVIDE A FULL SET OF SIGN SHOP PRANING5 FOR LANDLORD REVIEW A5 REQUIRED PRIOR TO FABRICATION. 516N5 SHOULD BE IN PERMIT AND BID 5ET5 11/5/0b 5. ALL WOOD MAPLE TRIM AND SHEATHING, ALL WOOD BLOCKING, AND ALL WOOD ACCORDANCE WITH DE516N CRITERIA AND WITH ALL APPLICABLE BUILDING AND SHEATHING 54-1ALL BE NON-GOME05TIBLE BY INSTALLING FIRE RETARDANT ELEGTRGIAL CODES AND BEAR A "UL" LABEL CONGEALED FROM PUBLIC VIEW. TREATED WOOD. EXCEPTIONS PER IFG SEGTION2604 TRIM. VINYL GLA55 51GNAGE MUST BE ETCHED FILM, NO COLOR, SOLID. NO SIGN CAN PROJECT MORE THAN 6" BEYOND THE STOREFRONT LEASE LINE. 64" WIDE MULITI COLOR LOGO LETTERS 4. ANY DAMAGE TO MALL PROPERTY OR ADJACENT TENANTS DURING CONSTRUCTION ALL ILLUMINATED SIGNS MUST BE CONTROLLED BY TENANT'S 1 DAY, W/ INTERNAL LIGHTING, SUBMIT 516N MUST BE REPAIRED TO MALL 5PEGIFIGATION5, AT TENANT'S EXPENSE. _24 HOUR TIME CLOCK. 5/S" TYPE 'X' GYP. BD, MANUFACTURER'S SHOP DRAW055 516N FACIA, PAINTED -4 TO LANDLORD FOR APPROVAL 1. G.G. SHALL INSTALL STOREFRONT MILL WORK A5 REQUIRED PER THE SHOP NOTE: SEPARATE PERMIT 15 REQUIRED CD® DRAAIN6K-5 PROVIDED BY SOUTH COAST GLA55 ALUMINUM INC. I I FOR 516NA6E. LINE OF BEND LINE OF EXISTING LINE OF EXI5TING -- �LINE OF BEND AND LEASE LINE MALL GEILING MALL BULKHEAD i AND LEA5E LINE 2 ( I i WHITEWASHED MAPLE +/- 4'-S" WIDE MUL ITI COLOR LOGO LETTERS � VENEER OVER EXISTING V{/ INTERNAL LIGHTING, SUBMIT SIGN i I GYP. BD. WALL 5, TYP, W5 -I € MANUFAGTURER'5 SHOP DRAWINGS y y TO LANDLORD FOR APPROVAL: 1 '«««„,,,,,,,,,,,,,,,,,,,,,,,,,,,,E ... NOTE: SEPARATE PERMIT 15 REQUIRED FDR SIGNAGE. .......................•..........,,,; ............................ I/2” MAPLE VENEER«..«,«,,,. «..«,,.__,..,_, .:;: ; .,::::: SKEET TITLE; .................................................................................................. .....«...."..................................... 1 :2- : ,;:::::;"':«.... EXISTING MALL DIFFU5ER5 OD 5 ... 50LID MAPLE ENDS, W5 -I 4O 40 A.41f .....`.:.:::: `�"` ' := ' ""`.'.' :: PAINT EXPOSED GYP. BDa . , .�..«««««,«.................................__.« TO REMAIN TYPICAL STOREFRONT SHIM A5 REQUIRED € I«.«..«I TO MATCH EXI5TING MALL # «.«................................................................ ............................................... «.«,,,.,,,......,.....................................«. TO 3/4 THICKNESS, TVP. I BULKHEAD «,«. ,,,, 1 E : 8" TYPE 'X' G ELEVATIONS :.. E ,. ff,5/ YP. BD. TOP OF MALL LIGHT G 3 _ .. « v.. _.. «..,..« «_...... —.,,«...........«.,..,..,.,,...,..,..,,,..... « .... _ ..,.......,....,,,..,._«.: _ «,..... «.......,...,..«..«..._« , « ««.. «,, .,,, «, i SIGN FACIA, PAINTED LINE OF EXISTING MALL I LINE OF EXI5TING MALL , f LEASE LIN_ «„ E BULKHEAD �"�„ E BULKHEAD p> ��,, ` ,,,;.,«._.;,«.«. € EXISTING 5/4" B O OPFfl REPLACE A5 REQUIREDREVE o � , 'f AL O.., .,...«« ........................«. «. «««,,.,.......,.....,,.........__«...« .«.............,...,.,,.,«_....... «..........,,..,,,..,.,.,...._ «,,,. ,,.,,......,........,..., .«......«_. N .•. _ _ f i' CCS 0 `�C� a { Q '� EXISTING CERAMIC TILE AT t •i , x , ` ''i a l `'x .:.% i t�k •i rya i 9 L a 'a , , , , „y a, , '".l'F'r'f '••.i ♦ .v. a '... .. `. I ....,.,_ `v 1 •..v �: , ". a,� s �"'.'�—" L�.�� _ NEUTRAL PIER TO REMAIN, u REPAIR A5 REQUIRED IF { 015TURBED DURING GON5TRIJGTION 5/8" TYPE 'X' 6YP. BD. PAINTED It € ; MULTI -COLORED GRID, VERIFY o o f' o 0 5/8” TYPE 'X' GYP BD PAINTED r1��r1 ..,�.«_ ;' • € MULTI -COLORED GRID VERIFY i PT -2 FT -b a FINAL COLORS WITH STRIDE RITE Q O FINAL COLORS WITH STRIDE RITE -- w• l� � � d f' y i E l E { � 3/4" THK. X2 1/2" HIGH WHITEWA5HED a, Pr 4 I I ,� +'`, , !, .... «,. ;..,,. fr•�'/� MAPLE TRIM, TVP. I U 3/4 THK. X2 I/2' HIGH WHITEWASHED —J € —� — MAPLE TRIM, TYP. W5 -I ;10 6 EWA P LES ' 2 I/2 c� _ EXI5TING NEUTRAL PIER 2 I/2" 2�UAI­-PAGES, ' `fr12" F € ' f` 0 TO REMAIN, REPAIR A5 REQUIRED IF DISTURBED �. I _. y , �.. , •• .; .. � .. � � EXISTING £. DURING GONSTRJJGTION f�=7 Pr -3 Pr:a I• f�=a �r-7; �r3 1 r -� i I •`', ..O € . . •O . •O . •O ,'O .'O I ., �, GRILL_ OPENING I �' '�I'• I EXISTING MALL GONGOUR5E 5TEP5 € r TO STORE TO REMAIN , ' I O '_ AND HA �l EXITING 3/4 BLACK REVEAr, I ,r .,,i jt I , .«,S«, « .. L BY LANDLORD, REPLACE AS REQUIRED € £,,, NOT A ART LEA5E LINE € f� if f i €'x f € =v Mimi 6" HIGH TRAVERTINE STONE Asf 6" HIGH TRAVERTINE STONE€ 1/2" MAPLE VENEER A51 A51 6 HIGH TRAVERTINE STONE O GT -I PLYWOOD PANELS W/ BASE, TYPICAL GT -I BASE, TYPICAL GT -I BASE, TYPICAL SOLID MAPLE ENDS, W5 -I SHIM AS REQUIRED I/2" THK. CLEAR TEMPERED 6LA55 TO 5/4" THICKNE55, TYP. 1/2" THK. CLEAR TEMPERED GLA55 WITH EASED POL15HED E06E5 WHERE WITH EASED POLISHED EDGE5 WHERE EXPO5E0 1/4" GAP BETHEEN GLA55 PANELS, EXPOSED PROVIDE POL15HED BEVELED EDGES, PwRO"Pu'SED STOREFRONT 2 SCALE, 3/8" - T-01 I. I_. I_. i O v LINE OF 45° BEND -- CEILING MOUNTED EXIT SIGN i ry i i GYP. BD. FACIA, PAINTED < PT -5 r FINISH GEILIN(5 rr�i_wr Lu -Z EASE F R 0' IM T (WEST) INTERIOR ELEVATION SCALES 1/4" A 11-0a PROVIDE 516N 5TATI "NO STORAGE" AT E) ELEG.TRAN5FORMEF ABOVE RESTROOM, TYPIGAL_2 SIDES PAINT STOOK ROOM AALL5 PAINT RESTROOM AALL5 AND DOOR / --- MAPLE BASE <W5-1 I CEILING MOUNTED EXIT 516N GYP. BD. FACIA, PAINTED MAPLE BASE LINE OF 45° BEND w Iil• ma dlllli�111111ri 1 11111 + - !, : SCALE- 1/4" - 1'-0" TOP OF STOREFRONT BULKHEAD GYP. BD. VON FACIA, PAINTED < PT -4 GYP. BD. 6RID, PAINTED < BASE < A3-1 71 Q Q w X W PAINT STOCK ROOMPT-5 WALLS PROVIDE BASE AT VB -I GYP. W. WALL5 ONLY NOTE: SEE SHEET 1.22 FOR FINISH 5GHEDULE . Y x I a r P r s 1 r C t a a t' a + r + r I 1 a G TOP OF STOREFRONT BULKHEAD GYP. BD. 51% FACIA, PAINTED SPT -4 U ud GYP. BD. GRID, PAINTED <1 PT-* z N i FIN51H FLOOf BASE AB -1 Pry INDICATE5 CONT. WOOD FRENCH CLEAT PAINT LINE= AT q, OF FRENCH CLEAT PARTIAL tNOFiiH) INTERIOR. ELEVATION 5 SCALE- 1/41 - 1'-01 O Q SCALE, 1/0 s 1'-®v IR - 1111 - . , �• _ � E n co o) c> .o Ico EXIT << fit B.O. DISPLAY SOFFIT �- AND ENTRY SOFFIT tT PT -4 ter. z❑ ry \ Oz - < �p STOREFRONT GLAZING GYP. BD. WALL, PAINTED MAPLE PANEL A5 -I i > ry o GE: L!J L c1r) c) co ++ U O rn 0) O cLc) NcV fr(0TT m U) r_ ti > Y _ c O I in Z j L_ _W Cj~WF- m r- O 0 CC fffif{ cd Lo cU a- LL LLQ / ROLL UP 6RILLE \ .7D / OPEN TO MALL ..... ... .... ..:::: .. ......, ........., ...... f s / CONCOURSE FINISH FLQOR F AR �; �®� FIN15H FLOOR Lu -Z EASE F R 0' IM T (WEST) INTERIOR ELEVATION SCALES 1/4" A 11-0a PROVIDE 516N 5TATI "NO STORAGE" AT E) ELEG.TRAN5FORMEF ABOVE RESTROOM, TYPIGAL_2 SIDES PAINT STOOK ROOM AALL5 PAINT RESTROOM AALL5 AND DOOR / --- MAPLE BASE <W5-1 I CEILING MOUNTED EXIT 516N GYP. BD. FACIA, PAINTED MAPLE BASE LINE OF 45° BEND w Iil• ma dlllli�111111ri 1 11111 + - !, : SCALE- 1/4" - 1'-0" TOP OF STOREFRONT BULKHEAD GYP. BD. VON FACIA, PAINTED < PT -4 GYP. BD. 6RID, PAINTED < BASE < A3-1 71 Q Q w X W PAINT STOCK ROOMPT-5 WALLS PROVIDE BASE AT VB -I GYP. W. WALL5 ONLY NOTE: SEE SHEET 1.22 FOR FINISH 5GHEDULE . Y x I a r P r s 1 r C t a a t' a + r + r I 1 a G TOP OF STOREFRONT BULKHEAD GYP. BD. 51% FACIA, PAINTED SPT -4 U ud GYP. BD. GRID, PAINTED <1 PT-* z N i FIN51H FLOOf BASE AB -1 Pry INDICATE5 CONT. WOOD FRENCH CLEAT PAINT LINE= AT q, OF FRENCH CLEAT PARTIAL tNOFiiH) INTERIOR. ELEVATION 5 SCALE- 1/41 - 1'-01 O Q SCALE, 1/0 s 1'-®v IR - 1111 - . , �• _ � E n PROJECT NO. M80_27 DATE, NOV. 5, 2008 DRAIN BY- L55 STORE NUMBER- 1725 SCALE- ,45 NO ED T FILE- A51_5ANPORD_PL.DN6 REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 1115/08 SHEET TITLE - INTERIOR ELEVATIONS co o) c> .o Ico << CV 00 Lu ter. z❑ Oz < �p W X GE: L!J L c1r) c) co ++ U O rn 0) O cLc) NcV fr(0TT m U) r_ ti > Y _ c O I in Z j L_ _W Cj~WF- m r- O 0 CC cd Lo cU a- LL LLQ .7D :. [cam J PROJECT NO. M80_27 DATE, NOV. 5, 2008 DRAIN BY- L55 STORE NUMBER- 1725 SCALE- ,45 NO ED T FILE- A51_5ANPORD_PL.DN6 REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 1115/08 SHEET TITLE - INTERIOR ELEVATIONS L I -LINE OF 450 BEND FIN15H CEILIN6 CEILING MOUNTED EXIT 516N rp, LL B.O. DISPLAY SOFFIT 000)(3) AND ENTRY SOFFIT LX EXIT Q <r - SLAWLIL SYSTEM To cz FINISH FLOOR FD.O. / A DISPLAY SOFFIT F 5LATINALL SYSTEM To 'K' 'A' 'Kl 'K' 'K' < a AND ENTRY SOFFIT HANG ON GONT. 5/4" X2 1/2" D) (FIXED) (FIXEK R� EE PAINT FINISH, GLUE AND 56RYi 5OL112 MAPLE CLEAT NITH r F t [L< ti 'K' 'A' L- STOREFRONT GLAZING To WALL, PROVIDE FIN15H WALL P Z . .... . . ..... . .... IL PLUG WITHkITH WOOD FILLER AND ..... PLUG WITH YiOO12 FILLER AND l(l) 5LATINALL SYSTEM TO TOUGH -,UP PAINT AS REWIREID TO MATCH PT -4 SEMI (5LO55 — — — — — — — — — — — — To MATCH PT -4 SEMI GLOSS HANG ON CONT. 5/4" X2 1/22" X — — — SOLID MAPLE CLEAT NITHlel CLEAR FINISH, GLUE AND 56FED4 % j, J If I TO WALL, PROVIDE FIN15H WALL v >1 50REk4 AT EAGH STUD AND ROLL -UP GRILLE PLUG WITH HOOP FILLER AND OPEN TO MALL TOUGH -UP PAINT AS RErAJIREi? To MATCH PT -4 SEMI 61-055 CONCOUR5CONCOURSEJIT I- Ay FIN15H FLOOR FIN15H FLOOR FRONT (W E S T) INTERIOR ELEVATION 2 SCALE, 1/4T 11-01 - iffivi I "M TOP OF STOREFRONT BULKHEAD FIN15H FIN15H 1 5TOGKROOM 5HELVIN6 MANAGER'S DE5K STOCKROOM FIN15H CEILIN6 f AT 5ALE5 AREA 1 CEILING MOUNTED EXIT 516N RNIc)H (;FII IN(. LL B.O. DISPLAY SOFFIT 000)(3) AND ENTRY SOFFIT LX STOREFRONT GLAZING Q <r - SLAWLIL SYSTEM To cz FINISH FLOOR A F 5LATINALL SYSTEM To 'K' 'A' 'Kl 'K' 'K' < a m HANG ON GONT. 5/4" X2 1/2" D) (FIXED) (FIXEK R� EE PAINT FINISH, GLUE AND 56RYi 5OL112 MAPLE CLEAT NITH r F t [L< CLEAR FINISH, GLUE AND 50FZEN L- To WALL, PROVIDE FIN15H WALL AT EACH STUD AND Z 50REIN AT EACH STUD AND IL PLUG WITHkITH WOOD FILLER AND ..... PLUG WITH YiOO12 FILLER AND l(l) TOUCH-UP PAINT AS REWIRED TOUGH -,UP PAINT AS REWIREID TO MATCH PT -4 SEMI (5LO55 — — — — — — — — — — — — FIN15H FIN15H 1 5TOGKROOM 5HELVIN6 MANAGER'S DE5K STOCKROOM FIN15H CEILIN6 f AT 5ALE5 AREA 1 CEILING MOUNTED EXIT 516N RNIc)H (;FII IN(. I 'f I INIM /)r- Ar -O rar::Klm FRONT (NORTH) INTERIOR ELEVATION SCALE- 1/411 5LATYiALL 5Y5TEM TO .2 HANG ON CONT. 5/4" X 1/2" 50LII? WOOD CLEAT WITH PAINT FINISH, GLUE AND SCREEN TOkNALL, PROVIDE FIN15H WALL N AT EACH STUD AND PLUG WITH WOOD FILLER AND TOUCH-UP PAINT AS REWIRED TO MATCH PT -4 SEMI (51-055 TOP OF nALL GRAPHIC, SHALL ALIGN WITH TOP OF GRIDnkl- ILI ALIGN 'A' 'A' "Aa RTIAL (NORTH) INTERIOR ELEVATION 5 SCALE- 1/41 l'—O" -rHill'K EIVAY';�fl 1'0 Tc) L061v '20 rlex EWLT v 511651 THOU f.'Y)LIT 131W OP IO R W, LJ V19 A�V 5��REH "ol 16, 5/411 FRAME �r B.O. DISPLAY SOFFIT 000)(3) AND ENTRY SOFFIT i -- rY STOREFRONT GLAZING Q <r - SLAWLIL SYSTEM To cz FINISH FLOOR I 'f I INIM /)r- Ar -O rar::Klm FRONT (NORTH) INTERIOR ELEVATION SCALE- 1/411 5LATYiALL 5Y5TEM TO .2 HANG ON CONT. 5/4" X 1/2" 50LII? WOOD CLEAT WITH PAINT FINISH, GLUE AND SCREEN TOkNALL, PROVIDE FIN15H WALL N AT EACH STUD AND PLUG WITH WOOD FILLER AND TOUCH-UP PAINT AS REWIRED TO MATCH PT -4 SEMI (51-055 TOP OF nALL GRAPHIC, SHALL ALIGN WITH TOP OF GRIDnkl- ILI ALIGN 'A' 'A' "Aa RTIAL (NORTH) INTERIOR ELEVATION 5 SCALE- 1/41 l'—O" -rHill'K EIVAY';�fl 1'0 Tc) L061v '20 rlex EWLT v 511651 THOU f.'Y)LIT 131W OP IO R W, LJ V19 A�V 5��REH "ol 16, 5/411 FRAME �r 000)(3) i -- rY F CL (o SLAWLIL SYSTEM To cz :E A F 'K' 'A' 'Kl 'K' 'K' < a m 7 D) (FIXED) (FIXEK R� EE PAINT FINISH, GLUE AND 56RYi r F t [L< TO WALL PROVIDE FINISH WALL5GREei L- AT EACH STUD AND Z . . . . . . . IL PLUG WITHkITH WOOD FILLER AND ..... TOUCH-UP PAINT AS REWIRED 11-5 5/161 GRID YiALL" 5/4" FRAME �r l LL GRID WALL 5/411 FRAME �r 000)(3) i -- rY F CL (o SLAWLIL SYSTEM To cz :E A F 'K' 'A' 'Kl 'K' 'K' < SOLID A000 CLEAT WITH I" ORIDINALL LAM VJC;AR MAPLE lm MON— MEN ONE OEM mom immmimmmil 50" ?4VE X 40" HIGH WALL GRAPHIC PRINTED ON PAPER WITH ANO WTGHA HOLDERS TOP AND ]BOTTOM, HANG WITH WALL CLIPS, MOUNT TOP OF ORAPHIG 6-0" A.F.F. CASH WRAP 'H-VAND 'H72', CASH RE615TER COUNTER WITH PORTION OF: CASH RE615TER COUNTER THAT 15 AT LEAST 569" LONG AND SHALL BE.2a" MIN. TO :34" MAX Hlr7H .2' -11 5/16 O I lK' 'A' FIN15H GEILIN6 TOP OF STOREFRONT BULKHEAD x ua NOTE: SEE SHEET A25 FOR FIXTURE SGHEOULE. FINICII f,1 11 IW \—'A'PANF-L `yCASH NRAP'H-I'AND 'H72', WITH FRONT CLEAT (n GASH REGISTER COUNTER KITH PORTION OF GASH f�-EI515TER COUNTER THAT 15 AT LEAST 569" LONG AND SHALL BE -2b" MIN. TO 56" MAX. HIGH LEFT (EAST) INTERIOR ELEVATION 4 SCALE- 1/4v "-05/4'1 MOF LAM FACE ry F1,01 'RIE FiXTIA"t. TO 114A IL (III -EAT, ." Oil" llil" Ohl"KII)RAE". oll"-' "11HIE, "5/4 IT IR, I lVE BOTTOM EDGE A t,,!, ,KN6 61-1 X r WOOD CLEAT IN FLA16E'; vul-lill CIL E),4T WALL CLEAT (FT) I/8"CMA50NITE BACKER I TOP TRIM q" ORIPINALL Ilb" MA50NITE 45 f .;; ❑� BACKER NOTE: AFTER ASSEMBLY OF (5RII? AND FRAMES ONTO THE BACKER, EDOEBAND THE 51DE5 1/8" MA50NITE BACKER I cl" 6RIPINALL I I\ i BOTTOM MM LCONT. WOO CLEATS, PREFIN15HED s' I. ................. < 000)(3) AT 5ALE5 AREA (Tj cD CV CV (a) co a) CL (o SLAWLIL SYSTEM To cz :E HANG ON GOVT. 5/4" X-2 1/2" 'K' 'A' 'Kl 'K' 'K' < SOLID A000 CLEAT WITH D) (FIXED) (FIXEK R� EE PAINT FINISH, GLUE AND 56RYi r F t [L< TO WALL PROVIDE FINISH WALL5GREei L- AT EACH STUD AND Z . . . . . . . IL PLUG WITHkITH WOOD FILLER AND ..... TOUCH-UP PAINT AS REWIRED c — — — — — — — — — — — — To MATCH PT -4 SEMI GLOSS X — — — STOREFRONT GLAZING j, ..... . . .... . v >1 FINISH FLOOR J \—'A'PANF-L `yCASH NRAP'H-I'AND 'H72', WITH FRONT CLEAT (n GASH REGISTER COUNTER KITH PORTION OF GASH f�-EI515TER COUNTER THAT 15 AT LEAST 569" LONG AND SHALL BE -2b" MIN. TO 56" MAX. HIGH LEFT (EAST) INTERIOR ELEVATION 4 SCALE- 1/4v "-05/4'1 MOF LAM FACE ry F1,01 'RIE FiXTIA"t. TO 114A IL (III -EAT, ." Oil" llil" Ohl"KII)RAE". oll"-' "11HIE, "5/4 IT IR, I lVE BOTTOM EDGE A t,,!, ,KN6 61-1 X r WOOD CLEAT IN FLA16E'; vul-lill CIL E),4T WALL CLEAT (FT) I/8"CMA50NITE BACKER I TOP TRIM q" ORIPINALL Ilb" MA50NITE 45 f .;; ❑� BACKER NOTE: AFTER ASSEMBLY OF (5RII? AND FRAMES ONTO THE BACKER, EDOEBAND THE 51DE5 1/8" MA50NITE BACKER I cl" 6RIPINALL I I\ i BOTTOM MM LCONT. WOO CLEATS, PREFIN15HED s' I. ................. < Ell PROJECT NO. M302-1 DATE, NOV. 5/ 2008 4'r 000)(3) (Tj cD CV CV (a) co a) CL (o TYtiti cz :E 0 L() LQ cc) co C W eco < c: x o cu wCC It -7-5- IL LL [L< L- Z . . . . . . . ..... ...... . . . . . c w . . . . . . >1 J Ell PROJECT NO. M302-1 DATE, NOV. 5/ 2008 4'r EXISTING METAL STUD FRAMING TO REMAIN ACOUSTICAL - CEILING TILES, AGT-I FIN15H CEILING r 30TTOM OF EXI5TIN6 D15PLAY EXISTING GYP. BD. SOFFIT AND FACIA, PAINTED PT -5 SALES AREA o T-{ PAINTED WAIL BEYOND - SEE INTERIOR ELEVATIONS IL PT -5 z 1= x ILI WOOD FLOORING < FG -q BASE BEYOND < 106-1 CARPET < FG -f SOFFIT R x-- — — — — — — — — — — x x x x ----_---- — x x 4'-0" SECTION AT DISPLAY %"INDOW , "I 05 i / / HATCHED AREA INDICATES EXISTING MALL BULKHEAD STRUCTURE, PATCH AND REPAIR AS REQUIRED IF DISTURBED DURING CONSTRUCTION BOTTOM OF EXISTING MALL BULKHEAD 3/4" 50LID MAPLE TRIM FACE < W5 -I PAINTED GYP. BD. 516N FACIA, SEE STOREFRONT ELEVATION PT -4 STORFRONT 5165NAGE SUPPLIED BY STRIDE RITE AND INSTALLED BY G.G., COORDINATE WITH 'COLITE' FOR DETAILS 3/4" 50LID MAPLE GLASS STOPS AND TRIM WS -I F.T. BLOGKING AT STOREFRONT WINDOW 1 1/2" ALUMINUM GLAZING CHANNEL AT HEAD LT -13 TRACK LIGHT FIXTURE AT 015PLAY WINDOW LT -4 LIGHT FIXTURE, RECE555EP DOWN LIGHT, TYPICAL MALS. CONCOURSE 1/2" MAPLE VENEER PLYWOOD PANEL W/ W5 -I 5OLI12 MAPLE ENDS OVER EXISTING GYP. BD. SHIM AS REQUIRED 3/4" SOLID MAPLE GLASS STOPS < BEYOND 1/2" CLEAR TEMPERED GLASS 3/4" 50LID MAPLE WOOD AT BASE AND GLA55 5TOP5 < W5 -I y ry ry N I a - 6 I I I I I I I I EXISTING METALS= FRAMING TO REMAIN I I \ I \ \\ Ix xl— - - - - - - - EXISTING ROLL -UP GRILLE W/ \ FLOOR MOUNTED TUBE STRUCTURE \ \ ACOUSTICAL GEILING TILES,\ x \ i _ FIN15H CEILING x-- x1 ry FIN15H SOFFIT x x — — EXISTING GYP. BD. SOFFIT AND FACIA, PAINTED PT -5 I SALES AREA 'l HATCHED AREA INDICATES EXISTING MALL BULKHEAD STRUCTURE, �I PATCH AND REPAIR A5 REQUIRED IF DISTURBED DURING CONSTRUCTION A BOTTOM OF EXISTING MALL BULKHEAD x x _ x x 3/4" 50LID MAPLE TRIM FACE WS --I y PAINTED GYP. BD. SIGN FACIA, SEE STOREFRONT ELEVATION PT -4 iy STORFRONT .516NAGE SUPPLIED BY STRIDE RITE AND INSTALLED BY G.G., COORDINATE WITH 'COLITE' FOR DETAILS xx x " BOTTOM OF EXISTING ENTRY SOFFIT I-- co WW a� rn r Q 000)0 rn cULc) NN cll U O) c� > Lf CV < CV c.0 CC O O #r U) Cf) U) �r SOFFIT TO GRILLE, Uz 0 l(j i0 O c co co L PAINTED cu �-- �<r �-�rn c o x I— U) OL d. LL LLQ wx rr- Lu I-- co WW 4=+ 000)0 PROJECT NO. M8002-1 cULc) NN cll U O) c� > EXISTING GYP. BD. c.0 CC O O #r U) Cf) U) i SOFFIT TO GRILLE, 0 l(j i0 O c co co L PAINTED cu �-- �-�rn c o x OL d. LL LLQ SCALB A5 NOTES nL W IF REQUIRED, REFINISH FILE- A40_SANEORD_EL.DN6 BOTTOM OF EXISTING GRILLE 141 TO "LIKE NEW" CONDITION REVISIONS. LT -4A LIGHT FIXTURE, 55 D DOWN LIGHT, BUILDING DEPT. REVIEW FOR EG PERMIT AND BID SETS 1113/08 Ix ;i ry Q I MALL CONCOURSE = w z 1/2" MAPLE VENEER PLYWOOD PANEL W/ W ,_I J 3/4" ALUMINUM GLAZING CHANNEL AT SILL i _2 X FIRE TREATED WOOD BLOCKING, TYPICAL WOOD FLOORING FG -q I / 6" TRAVERTINE STONE BASE MALL TILE, PATCH AND REPAIR AS REQ'D. m CARPET FG- MALL TILE TO GRILLE CLOSURE, PATCH AND REPAIR A5 REOV. N FINISH FLOOR I `'; �' FINISH FLOOR LEASE LINE I 4'-0" STOREFRONT FRAMING NOTES: I. ATTACHMENT TO MALL STRUCTURE SHALL BE FOR LATERAL SUPPORT ONLY. 2. STOREFRONT SHALL BE FRAMED INDEPENDENT OF MALL STRUCTURE. ALL WEIGHT SHALL BEAR TO THE FLOOR. 3. PATCH AND REPAIR LANDLORD'S BULKHEAD TO MATCH EXISTING IF DISTURBED DURING CONSTRUCTION. 4. ALL WOOD MAPLE TRIM AND SHEATHING, M.D.F., ALL WOOD BLOCKING, AND ALL WOOD SHEATHING SHALL BE FIRE RETARDARNT TREATED WOOD. EXCEPTIONS PER I.F.G. 5EGTION2604 TRIM. LEASE LINE NOTES: I. ATTACH STOREFRONT FRAMING TO MALL BULKHEAD AND MALL STRUCTURE 15 ONLY FOR LATERAL SUPPORT, NO LOAD. .2. SUBMIT 516N MANUFACTURER'S SHOP PLANS FOR APPROVAL. SIGN MUST BE IN COMPLIANCE WITH LEASE EXHIBIT. SECTION AT ENTFtANCE 1 SCALE 11 - 1'-01 PROJECT NO. M8002-1 EXISTING GYP. BD. DINE. No\/. 5, 2008 SOFFIT TO GRILLE, DRAWN BYI L55 M PAINTED PT -4 STORE NUMEERi 1125 SCALB A5 NOTES IF REQUIRED, REFINISH FILE- A40_SANEORD_EL.DN6 BOTTOM OF EXISTING GRILLE TO "LIKE NEW" CONDITION REVISIONS. LT -4A LIGHT FIXTURE, 55 D DOWN LIGHT, BUILDING DEPT. REVIEW FOR EG PERMIT AND BID SETS 1113/08 Ix ;i ry Q I MALL CONCOURSE = w z 1/2" MAPLE VENEER PLYWOOD PANEL W/ W ,_I SOLID MAPLE ENDS ty- OVER EXISTING GYP. BD. SHIM AS REQUIRED ry u1 z SHEET TITLE - EXISTING GRILLE GUIDE X ILI STOREFRONT SECTIONS _ EXISTING ROLL -UP GRILLE 3/4" ALUMINUM GLAZING CHANNEL AT SILL i _2 X FIRE TREATED WOOD BLOCKING, TYPICAL WOOD FLOORING FG -q I / 6" TRAVERTINE STONE BASE MALL TILE, PATCH AND REPAIR AS REQ'D. m CARPET FG- MALL TILE TO GRILLE CLOSURE, PATCH AND REPAIR A5 REOV. N FINISH FLOOR I `'; �' FINISH FLOOR LEASE LINE I 4'-0" STOREFRONT FRAMING NOTES: I. ATTACHMENT TO MALL STRUCTURE SHALL BE FOR LATERAL SUPPORT ONLY. 2. STOREFRONT SHALL BE FRAMED INDEPENDENT OF MALL STRUCTURE. ALL WEIGHT SHALL BEAR TO THE FLOOR. 3. PATCH AND REPAIR LANDLORD'S BULKHEAD TO MATCH EXISTING IF DISTURBED DURING CONSTRUCTION. 4. ALL WOOD MAPLE TRIM AND SHEATHING, M.D.F., ALL WOOD BLOCKING, AND ALL WOOD SHEATHING SHALL BE FIRE RETARDARNT TREATED WOOD. EXCEPTIONS PER I.F.G. 5EGTION2604 TRIM. LEASE LINE NOTES: I. ATTACH STOREFRONT FRAMING TO MALL BULKHEAD AND MALL STRUCTURE 15 ONLY FOR LATERAL SUPPORT, NO LOAD. .2. SUBMIT 516N MANUFACTURER'S SHOP PLANS FOR APPROVAL. SIGN MUST BE IN COMPLIANCE WITH LEASE EXHIBIT. SECTION AT ENTFtANCE 1 SCALE 11 - 1'-01 I...... r __I.�... STOCKROOM AREA OPEN TO STRUCTURE 5/8" TYPE 'X' GYP. BD. EACH SIDE OVER 6" METAL STUD FRAMING AT 16" O.G. BASE < VB -I EXISTING GONG. SLAB <FG -6 / I I SUSPENDED FROM TOP CHORD OF EXISTING STEEL BAR JOISTS /F 3 5/6" X 18 GA. DIAGONAL METAL 5TUD BRACING AT I6" O.G. FOR LATERAL / SUPPORT ONLY, TYP. � I IX ACOUSTCAL CEILING NGTILES, x A HATCHED AREA INDICATES EXI5TIN6 MALL BULKHEAD STRUCTURE, / PATCH AND REPAIR A5 REQUIRED IF /� DISTURBED DURING CONSTRUCTION / / BOTTOM OF EXISTING MALL BULKHEAD I I FIN15H GEILING 3/4" 50LIP MAPLE TRIM FAG>=< > L WS -I o r X� FINISH 5oFF1T PAINTED GYP. BD. GRID PATTERN, SEE STOREFRONT ELEVATION eu 1,D 0 - - ' - 5TORFRONT SIGNAGE SUPPLIED BY STRIDE RITE AND INSTALLED BY G.G., COORDINATE WITH 'GOLITE' FOR DETAILS MALL CONCOURSE ILI ILI IL. pC LL Q ° Q - — LL - 3/4" 3/4" THK. X2 1/2" HIGH MAPLE TRIM,WS-I x SEE ELEVATION FOR GRID PATTERN <i > Lu PAINTED GYP. BD. GRID PATTERN, SEE STOREFRONT ELEVATION Lu 3/4" THK. X 3/4" HIGH MAPLE TRIM, < AS -I AT TOP OF TILE BASE 6 TRAVERTINE STONE BASE GT -I I � � -- - FINISH FLOOR LEASE LINE A.51 l Ep'i (;*T 10" N 14' T I T 0 R E F R 0 N T Ww A L L 3 , t r .--_u— — _ �� •.moi .. r ', nit .. �' %90ALE- 1-0" 5/8" GYP. BD., `y PAINTED q PT -5 GYP. BD. SOFFIT TO MATCH EXISTING, FIELD VERIFY EXISTING CONDITIONS 3 5/5" METAL STUD FRAMING AT 16" O.C., TYPICAL SALES AREA 4'-011 STOREFRONT FRAMING NOTES: I. ATTACHMENT TO MALL STRUCTURE SHALL BE FOR LATERAL SUPPORT ONLY. 2. STOREFRONT SHALL BE FRAMED INDEPENDENT OF MALL STRUCTURE. ALL AEIGHT SHALL BEAR TO THE FLOOR. 3. PATCH AND REPAIR LANDLORD'S BULKHEAD TO MATCH EXISTING IF DISTURBED DURING CONSTRUCTION. 4. ALL WOOD MAPLE TRIM AND SHEATHING, M.D.F., ALL WOOD BLOCKING, AND ALL WDOD SHEATHING SHALL A INDIGATE5 .L BULKHEAD STRUCTURE, EPAIR A5 REQUIRED IF JRING CONSTRUCTION XISTING MALL BULKHEAD 4 U A.51 �— LEASE LINE 1ou Iu o PAINTED WALL 015PLAY AALL,— SEE INTERIOR ELEVATIONS BASE < AB -I CARPET FG-* HATCHED AREA INDICATES EXISTING MALL BULKHEAD STRUCTURE, PATCH AND REPAIR AS REQUIRED IF DISTURBED DURING GON5TRJGTION BOTTOM OF EXISTING MALL BULKHEAD 3/4" SOLID MAPLE TRIM FACE <i W5-I Forn \ � o 1 A.51 - r- O 6)co I ,.I 3/4" 50LID MAPLE 6LA55 5TOP5 AND TRIM W5-1 PAINTED 11 50. 516N FACIA, Q N SEE STOREFRONT ELEVATION O lit PT -4 6" METAL STUD BOX HEADER AT 5TOREFRON11 WINDOW E Q ZQ r� 11/1' ALUMINUM GLAZING � f CHANNEL AT HEAD BY STRIDE RITE AND INSTALLED BY G.G., COORDINATE WITH 'GOLITE' FOR DETAILS LT -13 TRACK LIGHT FIXTURE U °- w� SV Lr AT DISPLAY WINDOW ON ry 0 � Cyi G PAINTED GYP. BD. GRID PATTERN, R7i-C)NN LIGHT FIXTURE, [L" � c� a Z 4•+ RECE55ED DOWN LIGHT, I Y c TYPICAL ,1 '` €, 't F�.-- I 1�t MALL CONCOURSE j�Co i Cr FT L Q I 3/4" SOLID MAPLE GLASS STOPS AS -I v ' BEYOND o 1 f 3 I 1/2" CLEAR TEMPERED GLASS i i ry 0 3/4" SOLID MAPLE WOOD - - - - - - I AT BASE AND 6LA55 STOPS W5 -I ry 3/4" THK. X-2 1/2" HIGH MAPLE TRIM, WS -I 3/4" ALUMINUM GLAZING I SEE ELEVATION FOR GRID PATTERN CHANNEL AT SILL PAINTED GYP. DO. GRID PATTERN, nommommoommmm J SEE STOREFRONT ELEVATION X FIRE TREATED WOOD BLOCKING, TYPICAL tk 6" TRAVERTINE STONE 13A 5E <GT -I w W5-I 3/4" THK. X 3/4" HIGH MAPLE TRIM, <i MALL TILE, PATCH AND - ; AT TOP OF TILE BASE REPAIR AS REGO. m I ;r- MALL TILE, PATCH AND REPAIR A5 REQ'D, in J - � FINISH FLOOR �n 4 U A.51 �— LEASE LINE 1ou Iu o PAINTED WALL 015PLAY AALL,— SEE INTERIOR ELEVATIONS BASE < AB -I CARPET FG-* HATCHED AREA INDICATES EXISTING MALL BULKHEAD STRUCTURE, PATCH AND REPAIR AS REQUIRED IF DISTURBED DURING GON5TRJGTION BOTTOM OF EXISTING MALL BULKHEAD A.51 51M. r J" moi' LEASE LINE BE FIRE RETARDARNT TREATED WOOD. EXCEPTIONS PER I.F.G. 5EGTION.2604 TRIM. SECTIONAT DISPLAY WINDOW 2 SECTION STOREFRONT SCALE- 11 - 1'-O" SCALE- 1'" - 1'-Ov Forn r- O 6)co 3/4" 50LID MAPLE TRIM FACE W5 I o C� N PAINTED 11 50. 516N FACIA, Q N SEE STOREFRONT ELEVATION O lit PT -4 Q ZQ r� � N 5TORFRONT 51GNA6E SUPPLIED rf CE BY STRIDE RITE AND INSTALLED BY G.G., COORDINATE WITH 'GOLITE' FOR DETAILS U °- w� SV Lr ry 0 � Cyi G PAINTED GYP. BD. GRID PATTERN, R7i-C)NN SEE STOREFRONT ELEVATION [L" � c� a Z 4•+ >�r-r U) Y c o c W ` v F�.-- w j�Co ry Cr FT L Q MALL CONCOURSE ILI 0 - - - - - - I ry 3/4" THK. X-2 1/2" HIGH MAPLE TRIM, WS -I SEE ELEVATION FOR GRID PATTERN PAINTED GYP. DO. GRID PATTERN, nommommoommmm J SEE STOREFRONT ELEVATION w W5-I 3/4" THK. X 3/4" HIGH MAPLE TRIM, <i AT TOP OF TILE BASE 6" TRAVERTINE 5TONE BA5E GT -I MALL TILE, PATCH AND REPAIR A5 REQ'D, in f FINISH FLOOR "�.�{Z(LLZi ZL:Si/yT?i . - Ojai^Y]{szsii.<y{Yitl.]l — A.51 51M. r J" moi' LEASE LINE BE FIRE RETARDARNT TREATED WOOD. EXCEPTIONS PER I.F.G. 5EGTION.2604 TRIM. SECTIONAT DISPLAY WINDOW 2 SECTION STOREFRONT SCALE- 11 - 1'-O" SCALE- 1'" - 1'-Ov PROJECT NO. MOO -2-1 DATE- NO\/. 3, 2000 DRAWN BY- L515 PILE, A41_5ANFORD_FL .DNC REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID SET5 11/3/08 f FIN15H CEILING 51 Forn r- O 6)co C� N Q N O lit Q ZQ � rf CE U °- w� Lr 0 � Cyi G U R7i-C)NN [L" � c� a Z 4•+ >�r-r U) Y c o c W ` v F�.-- r- j�Co 0 cy� w o� Cr FT L Q nommommoommmm J PROJECT NO. MOO -2-1 DATE- NO\/. 3, 2000 DRAWN BY- L515 PILE, A41_5ANFORD_FL .DNC REVISION& BUILDING DEPT. REVIEW FOR PERMIT AND BID SET5 11/3/08 f FIN15H CEILING 51 45° SPLAY WIRE BRACIN5 #12 6A VMCAL IN PLANE OF MAIN IWVN NAN&W MINE ® ALL WIRES ATTA W TO *V ALONG PA MJE 9 MAIN F K (4) DIFONS SGTI. MAIN FLRUi MIN. IN I/2' TfP. xySo SPLICE 1 P-27. _,.. MAIN TEE L -_ C 4'-0' OG. GR055 iEE / GHANIa HANGERS: HAN6ER5 FOR SUSPENDED CEILINGS SHALL BE NOT LE55 THAN THE SIZES SET FORTH IN TABLE N0.25 -A, FASTENED TO OR EMBEDDED IN THE 5TRUGTURAL FRAMING MASONRY OR GONGRETE. HANGER5 SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL 5TRENGH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 3/8"�P BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS # BOLTED TO THE MAIN PART OF THE HANGER. NOTE: ALL_2' X_2' CEILING LIGHT FIXTURES AND.2' X.2' HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINUMUM OF TWO (2) HANGERS AT OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. SPLAY BRACING SCALE -NONE d' 3/8" MIN.- 4} CLEAR ALL AROUND NOTES MALL TILE (*) SEE FIN15H FLOOR PLAN FOR GARPET SQUARE COLORS METAL TERAZZO DIVIDER CONT. STRIP WITH MILL FIN. ZING STRIP SECURED TO FLOOR SLAB DIRECT GLUE -DOWN CARPET — A/ QUICK -RELEASE ADHESIVE CARPET L MALL TILE TO MATCH EXISTING ^° • ° 4 EXISTING GONG. SLAB ° d• • Q. NOTE: BUTT FLOOR FINISH FLUSH AND TIGHT TO ALUMINUM DIVIDER STRIP OR OWNER APPROVED EQUAL. 13 MALL TILE /CARPET TRANSITION 9 a SCALE- NONE I. INSTALL GEILIN6 GRID U51NG NO. 12 GAUGE SPLAY WIRE HANGERS ® 450 - 100 TO EACH OTHER (4 WIRES) BEGINNING 4'-0" FROM STARTING POINT OF GRID AND IN BOTH DIRECTIONS L2'-0" O.G. THEREAFTER. 2. TIE TAO ADJAGENT WALLS TO GEILIN6 MAIN AND GRO55 RUNNERS. 3. DO NOT ATTACH SUSPENDED CEILING TO DECK. HANGER WIRE LATERAL FORGE BRACING SPLAY NOT TO EXCEED 12'-0" BRACE O.G. IN BOTH DIRECTIONS WIRE _ WITH THE FIRST POINT AITHIN 4' FROM EACH WALL r- OR055 RUNNER DIRECT GLUE -DOWN CARPET A/ OUIGK-RELEA5E ADHESIVE WOOD CARPET 3/8" X 1/2" CONT. MILL FIN. ZING. ANGLE STRIP SECURED TO FLOOR 5LA13 OR OWNER APPROVED EQUAL 3/5" THK. X 4 1/2" WIDE MAPLE WOOD PLANKS EXISTING GONG. SLAB VINYL TRANSITION MOLDING TO MATCH S" MAX. CARPET DIRECT GLUE -DOWN CARPET A/ QUICK-RELEA5E ADHESIVE 12 CARPET GONG. 2 y q �I < - egg/ / / / ��T// in mIN',1 - i I ��� EXI5TING GONG. 5LAB °° ° O .A., NOTE: CARPET 15 A DIRECT GLUE DOWN WITH A LEVEL LOOP PILE. THE MAXIMIMUM PILE THICKNESS SHALL NOT EXCEED 1/4". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CAR -PET CONIC. TRANSITION SCALE- NOME EXISTING CERAMIC TILE FLOOR FG -1 OVER CONCRETE SLAB, SEE FIN15H SCHEDULE, SHEET A22 4" WIDE SYNTHETIC MARBLE HANDICAPPED ACCE551BLE DOOR THRESHOLD AT RESTROOM DOOR CONCRETE SLAB A/ FIN15H PER FIN15H 50HEOULE � � 2 .°. v ° ° , it INTERIOR P,ARTITION5 I. ALL METAL 5TUD5 USED SHALL BE "DIETRIGH" TYPE OR APPROVED EQUAL. 2. THE BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE A5 REQUIRED BY THE MANUFACTURER UNLE55 NOTED OTHEM15E ON THE DRAWINGS, 3. ALL STUDS SHALL CONFORM TO IGBO APPROVAL #4154P. 4. UNLESS OTHERAI5E NOTED ON THE PLANS, USE THE FOLLOWING SCHEDULE FOR STUD 51ZE AND SPACING FOR INTERIOR PARTITIONS. GYP. BD. FIN15H ON BOTH SIDES, U.N.O. 5. POWER DRIVEN FASTENING OF 5TU05 TO FLOOR SLAB SHALL CONFORM TO "HILTI" IGBO REPORT #23bb. MAX. 5PAN MAX. WALL HEIGHT (5 P5F) MAX. WALL HEIGHT (5 P5F) SIZE GAUGE SPACING HEIGHT SPACING HEIGHT 21/2" °. I6" 10'-1" _24" 8'-6" 3 5/8" 4 I6" ° .24" II' -5" 4" _25 16" 14'-6" _24" 12'-4" _21/2" 22 I6" II' -7" _24" q' -II" 3 5/S" 22 I6" 15'-6" 24" 13':2" 4" .22 Ib" 16'-8" 24" 14'-4" b" • I6" 25'-0" 24" j Lo L0 - _2 1/2" 20 I6" 12'-3" 24" 10'-7" ° 20 'Ttl 16'-6" °; 14'-1" 4" 20 EXISTING GONG. SLAB VINYL TRANSITION MOLDING TO MATCH S" MAX. CARPET DIRECT GLUE -DOWN CARPET A/ QUICK-RELEA5E ADHESIVE 12 CARPET GONG. 2 y q �I < - egg/ / / / ��T// in mIN',1 - i I ��� EXI5TING GONG. 5LAB °° ° O .A., NOTE: CARPET 15 A DIRECT GLUE DOWN WITH A LEVEL LOOP PILE. THE MAXIMIMUM PILE THICKNESS SHALL NOT EXCEED 1/4". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CAR -PET CONIC. TRANSITION SCALE- NOME EXISTING CERAMIC TILE FLOOR FG -1 OVER CONCRETE SLAB, SEE FIN15H SCHEDULE, SHEET A22 4" WIDE SYNTHETIC MARBLE HANDICAPPED ACCE551BLE DOOR THRESHOLD AT RESTROOM DOOR CONCRETE SLAB A/ FIN15H PER FIN15H 50HEOULE � � 2 .°. v ° ° , it INTERIOR P,ARTITION5 I. ALL METAL 5TUD5 USED SHALL BE "DIETRIGH" TYPE OR APPROVED EQUAL. 2. THE BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE A5 REQUIRED BY THE MANUFACTURER UNLE55 NOTED OTHEM15E ON THE DRAWINGS, 3. ALL STUDS SHALL CONFORM TO IGBO APPROVAL #4154P. 4. UNLESS OTHERAI5E NOTED ON THE PLANS, USE THE FOLLOWING SCHEDULE FOR STUD 51ZE AND SPACING FOR INTERIOR PARTITIONS. GYP. BD. FIN15H ON BOTH SIDES, U.N.O. 5. POWER DRIVEN FASTENING OF 5TU05 TO FLOOR SLAB SHALL CONFORM TO "HILTI" IGBO REPORT #23bb. 51ZE MAX. 5PAN MAX. WALL HEIGHT (5 P5F) MAX. WALL HEIGHT (5 P5F) SIZE GAUGE SPACING HEIGHT SPACING HEIGHT 21/2" 25 I6" 10'-1" _24" 8'-6" 3 5/8" _)5 I6" 13'-4" .24" II' -5" 4" _25 16" 14'-6" _24" 12'-4" _21/2" 22 I6" II' -7" _24" q' -II" 3 5/S" 22 I6" 15'-6" 24" 13':2" 4" .22 Ib" 16'-8" 24" 14'-4" b" 22 I6" 25'-0" 24" j Lo L0 - _2 1/2" 20 I6" 12'-3" 24" 10'-7" 3 5/S" 20 I6" 16'-6" _24" 14'-1" 4" 20 16" Ii' -q" 24" 1512" b" _20 I6" 24'-6" _24" .21'-1" 31/2" 18 16" 18'-7" 24" - 3 5/8" 18 I6" Iq'-I" 24" - 6" IS 1611 51ZE MAX. 5PAN MAX. 5PAN 5PAGIN6 SPAN SPACING SPAN 3 5/8" 65N-20 I6" 10' _2" _24" S'-4" 6" G5W20 I6" 14'-2" .24" II' -l" 6" G5W-18 1 16" 16'-5" 24" 1 13'-10" CEILING J SCALE NONE EXISTING METAL DECK I I' TANDARD TRACK klV I SGREA5 AT -24" O.G., O LOW RIB ONLY 1 1' 50' GYP. BD. TO } E OF ROOF DECK KROOM SIDE OF WALL 5MOKE BARRIER TAL STUD AT 16" O.G., > SCHEDULE I I I DIAGONAL STUD BRACING TURE AT 4'-0" O.G. 20 GA. 5 2-#10 FASTEN T (1) LAYER UNDER51D ON 5TOG TO FORM 3 5/8" ME SEE WALL NOTE: PROVIDE TO 5TRUC WHERE PARTITION HEIGHTS EXCEED MAXIMUM WALL HEI( PER PARTITION 56HEPULE 5 (1) LAYER 5/S" GYP. BD. AT 6" ABOVE FIN15H CEILING ON 5ALE5 AREA 51DE OF A 10'-0" A.F.F. AT SALES GEILIN6 PER FINISH SGHEDllLu f"'ALES/STOCK PARTITION WALL SCALE- 31 - 1'-0r 3 5/8" METAL STUD FRAMING AT 16" O.C•, SEE WALL SCHEDULE 5/5" TYPE 'X' GYP. BD. EACH 5112E I I BASE MOLDING PER FINISH SGHEDULE ATTACH WALL 5TUD5 TO I6" GA. TRACK AlE - — (4) #10 TEK 50REW5 (2 IN EACH FLANGE) ATTACH TRACK TO GONG, SLAB W/ RAM5ET REDHEADS (0.14" SHANK. DIA) AT 32" O.G. ?v I" MIN. EMBEDMENT (RAM5ET, I.GB.O. # 163q OR APPROVED EQUAL) NOTES: I. SEE FLOOR PLANS FOR LOCATION OF WALL INSULATION. 2. SEE FLOOR PLANS FOR LOCATION OF FIRE RATED AALL5. Ok IS T SCHEDULE 6 PARTITION LAft 5/8" TYPE "X" (U.N.0) GYP TO 6" ABOVE FINISH GEIL COLUMN AND/OR BEAM G ATTACHED AT EACH COL CORNER SPACED AT 4'-C AND 1 1/4" FROM TOP ANI BOTTOM OF COLUMN GOULMN CLIPS BY "THE G OR APPROVED EQUAL U.L. CLASSIFIED FOR FIRE DESIGN NO. X536 EXISTING STEEL COLUMN NOTE: AN APPROVED FRAMING ALTERNATE 15 15/8" X25 GA. METAL DTYWAL.L STUDS WITH TRACK FROM FLOOR To 6" ABOVE FIN15H CEILING. PURRING AT STEEL COLUMN SCALE- 1 1/2" - 11_01 GRID STOCK A TRIM, 54� POPLAR WB -I 3/4" 12 il�'OOD Bp,SE SCALE. 6 - 1'-0 Ki SCALE- 3a - fro®v ATTACH BRAGE TO TRACK W/ (2) #L2 TEK 50REA5 10'49" A.F.F. 3 5/8" T5C Ib GA. SLIP TRACK TO EACH STUD H/ (2) #12 TEK (I IN EACH FLANGE) LEASE LINE (1) LAYER EA. 51DE 50' TYPE 'X' -J GYP. BD. 3 5/5" METAL STUDS AT I6" O.G. RUN 5/8" TYPE 'X' GYP/ BD. AT I HOUR TENANT DEMISING WALL THROUGH TENANT PARTITON HALL TO MAINTAIN FIRE RATING, TYP. EXISTING METAL STUD FRAMING AT I6" O.G. EXISTING (1) LAYER EA. 5112E 5/6" TYPE 'X' GYP. BD. TO FLOOR DECK ABOVE a PROJECT NO. MP 02 7 DATE, NOV. 5, 2008 DRAWN BY- L55 STORE NUMBER- 1-125 SCALE- A%S NOTED FILE- A50_5ANFORD_FL.Dff5 REVISION& BUILDING DEFT. REVIEW FOR PERMIT AND BIO 5ET5 I I /3/08 SHEET TITLE DETAIL CD (3) � U a) co <t N O LLJ Z [-- O z0 m oz < I -- co cD a Luw = U O cu cry c\i cv CD ci z rr c o o C Ja j Lo L0 - 0 row �F cl I�2 c mI- �6) O cu L cU O L: -T PROJECT NO. MP 02 7 DATE, NOV. 5, 2008 DRAWN BY- L55 STORE NUMBER- 1-125 SCALE- A%S NOTED FILE- A50_5ANFORD_FL.Dff5 REVISION& BUILDING DEFT. REVIEW FOR PERMIT AND BIO 5ET5 I I /3/08 SHEET TITLE DETAIL I" WIDE ALUM. GR GHANNEL, TYP. 1/2" TEMPERED C 3/4" 50LID WOO MAPLE 5TOP5 BELOW AT SILL, LINE OF TRAVEP BELOW MAPLE N GAP, TYP, 3/4" SOLID A00 MAPLE STOPS, 01 LEASE LINE LINE OF ENTRY SOFFIT ABOVE EXI5TIN6 ROLL -UP GRILLE EXISTING GRILLE GUIDE EXI5TIN6 STOREFRONT METAL STUD FRAMING TO REMAIN EXI5TIN6 GYP. BD. AT STOREFRONT TO REMAIN 1/2" MAPLE VENEER PLYWOOD PANEL W/WS-I 50LID MAPLE ENDS OVER EXI5TIN6 GYP. BD. SHIM AS, REQUIRED TO 3/4" THIGKNE55 91 WINDOW / ROLL—UP GRILLE J,p►6VIB 5 110 i 'SCALE- 1 1/2f - 1'-01 5/8" TYPE 'X GYP. BD. 0/ 6" METAL STUD FRAMING AT 162" O.G. WOOD BASE BELOW 5/8" TYPE 'X GYP. BD. a/— Z3 5/8" METAL STUD FRAMING AT 16" O.G. 3/4" P Wlt: GLAZM ALR CHANNEL, TYP. 1/2" 4-WIERED ;GLAD 1/2" MAPLE VENEER PLYWOOD PANEL W/ 50LID MAPLE ENDS, SHIM AS, REQUIRED TO 3/4" THIGKNE55 5/4'X 3/4' 50LIt7 MAPLE TRIM DEOW EXI5TIN6 METAI SOFFIT FRAMIN EXI5TIN6 GYP. i PAINTED PT -5 �/4" 50LID MAf WOOD TRIM ARI GLA55 5TOP5 I" WIDE GLAZING CHANNEL, TYP. 1/2" TEMPERED HATCH AREA cp rn I1,0I6ATE5 EXI5TIN6 - PARTITION FRAMING TO REMAINWA%1p "vr I N D 0 HEAR 07 SCALE- 3" - 11.0" 1/2 MAPLE VENEER ' cv 3/4" SOLID MAPLE PLYWOOD PANELS W/ < cv WOOD TRIM AND SOLID MAPLE ENDS, A5-1 6LA55 5TOP5 HIM ASTREQUIIR D zo O _I TO 5/4" z — f0 LEASE LINE: --------- METAL STUD LINE OF TRAVERTINE GYP. BD. SOFFIT, BOX BEAM TILE BELOW MAPLE PAINTED HEADER WOOD SILL GAP, TYP. PT -5 8 A.51 13 INDOW JAMB 9 SCALE 1 1/21 - 11-0v 3/4" 5OLI12 MAPLE WOOD TRIM AND -I 6LA55 5TOP5 I" WIDE GLAZING ALUM. - CHANNEL, TYP. 1/2" TEMPERED GLA55 - EXI5TIN6 I HOUR FIRE RATED TENANT DEM151N6 WALL TO UNDER5IDE OF DEGK WITH 5/8" TYPE 'X' GYP. BD. EAGH 51DE 0/ METAL 5=5 AT 16' O.G., TYPIGAL GON5TRUGTW PER OL. NO. U465 LEASE LINE EXI5TIN(5 NEUTRAL PIER 3/4" X 3/4" METAL REVEAL W/ BLACK ANODIZED FIN15H 3/4" 501-11) MAPLE FAGS WS, -I E f EXISTING PARTITION TO UNDERSIDE OF MALL f BULKHEAD, PATCH AND REPAIR AS, REQUIRED 2 A.51 3/4" X 3/4' 5OLID - MAM E TRIM 5ELON SCALE- 1 1/2" - 1► -0w E GYP. BD. 516N FACIA, 5/5" TYPE: 'X' GYP. BD. I 1 PAINTED WITH MULTI -COLOR GRID, PT -4 SEE STOREFRONT ELEVATION 3/4" X 3/4" SOLIDI MAPLE TRIM 5/5" TYPE 'X GYP. BD. O/ I 1 EXI5TIN6 ENTRY SOFFIT 6 METAL STUD FRAMING AT I6 O.G. 1'-4 I/2" A.F.F. TOP OF TILE AT 6" A.F.F. ry 1/4" cy I I 6" TRAVERTINE GT -11 STONE TILE BASE r 5TOGKROOM - I 1 THIN 5ET 0/ 50' - m F.T. WOOD BLOCKING VINYL BA5E v I I .s TYPE 'X' DEN5HIELD s' AS, REQUIRED I I >, TILE GUARD BACKER VB -I I 1 BOARD, OR APPROVED EQUAL ATTACH TRAGK To GONG. 5LAB W/ RAM5ET REPHEAD5 (0.14" SHANK. DIA) AT 32" O.G. W/ PATCH AND MALL TILE, I" MIN. EMBEDMENT REPAIR AS (RAM5ET, I.G.B.O. # 1631 OR APPROVED EGOUAL) REQ'D 14 6 CmT. MmDmFi TRAO'OSITION 2 5/8" TYPE ' ' GYP. BD. 0/ METAL 5TU12 FRAMING AT WINDOW HEAD 'I EGYP. BD. FFIT !E' —1'-4 I/2" A.F.F. 6" X 20 GA. METAL TRAY GONT., NO SPLICE #10 50REW AT 12" O.G. E SIDE, TOP 4 BOTTOM (2) 6" X_20 GA. STUDS, CONT., NO SPLIGE 6" X-20 GA. METAL TRA...., CONT., NO SPLICE SHIM A5 REQUIRED ..., r. .•., ,.11 m"'a3- i 5/S" TYPE 'X GYP. METAL STUD FRAIs WOOD BASE BELL 8 <i WB -I A 50 3/4" 50LID WOOD MAPLE 5TO115, TYR 5/S" TYPE 'X GYP. 6" METAL STUD FF AT 16" O.G. 3/4" 5OLI12 MAPLE WOOD TRIM I" WIDE ALUM. GLA CHANNEL, TYP. LINE OF TRAVERTI BELOW MAPLE WO GAP, TYP. 1/2" TEMPERED (5L,.-- 1 N D 0 W J A mm"B SCALE, 1 1/2" = 1'-O" 1/2" TEMPERED GLA55 — 5/4" SOLID M. MAPLE STOP BEYOND_I I" WIDE ALUM. GLAZING — CHANNEL, TYP. 3/4" SOLID WOOD MAPLE 5TOP5_1 BLOCKING AS, REQ'D. (FIRE TREATED) 3/4" MAPLE WOOD BASE N5_1 WOOD FLOORING FG -q 8 3/41' Ea. Ea. 1/4" (9" TRAVERTINE STONE BASE GT -I <f- CONT. FIRE TREATED SILL TRAGK W/ EXI5TIN6 MALL TILE, PATCH RAM5ET SHOT PINS AT 12" O.G. AND REPAIR AS REa'D. 7/52" SHANK DIA. WITH 15/5" PENETRATION, TYP. ! LYWimmm"'W - > PROJECT NO. M8027 DATE- NODI. 3, 2003 DRAWN BY- LSS STORE NUMBER- 1-125 SCALE- AS NOTED FILE, A51_5ANF0fRD_EL.DWG REVISIONSI BUILDING DEPT. REVIEW FOR FEWIT AND BID 5ET5 II/3/08 SHEET TITLE - DETAILS cp rn 07 ' cv < cv O W - z F zo O z — f0 < �Lc C�a l Lu w L cr) O-) co 44 U O (a) (j) (� CCZooo L +j r• r-. Y v _ c: C 0 L() LC) Q c�0 CO U W G - _J [,-c� �o) o�o x o ILii� LL..< L_ (%. c PROJECT NO. M8027 DATE- NODI. 3, 2003 DRAWN BY- LSS STORE NUMBER- 1-125 SCALE- AS NOTED FILE, A51_5ANF0fRD_EL.DWG REVISIONSI BUILDING DEPT. REVIEW FOR FEWIT AND BID 5ET5 II/3/08 SHEET TITLE - DETAILS 48" WIDE X T DEEP X 121-011 5HELVING UNIT, RELOCATE % AS REQUIRED TO AGGOMODr COUNTER 10 A.52 2' FLUORESCENT LIGHT FIXTU 5EGURE LIGHT TO BOTTOM 51 STOCK Y`iHITE COUNTER WITH PRF -FORM BACK SPLASH Al, FRONT ED6E_2'-O" X 4'-0". DRILL -2" HOLE IN TOP LEFT PROVIDE (2) WOOD LEG 5UF1 A5 REQUIRED AT FRONT EPC- OF DCOF COUNTER MANAGER'S WORK STATION Simi SCAte- 1/2� - P -o• NOTE5: I. ALL STOCK ROOM SHELVING ARE EXCALIBUR 5HELVIN6 SYSTEMS. 2. REFER TO 5HEET A.00, STOCK CAPACITY, FOR LENGTH, WIDTH AND HEIGHT. 3. SHELVING ALONG WALL5 MUST BE SECURED TO THE WALL AT TOP AND BOTTOM OF SHELVING. 4. SHELVING NOT 5EGURED TO WALL5 MUST BE BRACED TO WALL AT THE TOP OF UNIT AT 6-0" MAX. O.G. 5. G.G. SHALL SUPPLY AND INSTALL MASONITE BACKS OR GHIGKEN WIRE MESH BETWEEN BACK -70 -BACK SHELVING UNITS. 5TOGK UNIT HT. # OF SHELVES DOOR ALL 51GNAGE 5HALL CONFORM WITH ELVING ATE ZE' [ELF D TIDE. 'ORT5 E < ADA ACCESSIBILITY GUIDELINES: v I. LETTERS AND NUMERALS MUST BE UNLE55 OTHERWISE NOTED. c� �r HAVE QUICK RELEASE HARDWARE AS REQUIRED BY GORE. GRILLE TO HAVE 2. CHARACTER HEIGHT MUST BE AT ON IN51DE OF DOOR. LEAST 5/8" BUT NOT EXGEED2". ry - ry o m 3. TYPE STYLE FOR LETTERS AND IF REQUIRED, GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING NON -OPERATIONAL NUMBERS SHALL BE 5AN5 SERIF AGG551BILTY SIGNS � CA AN51 APPROVED WORD5 AND NUMBERS MU5T BE E.S. PLASTIC CONVERTED INTO GRADE -2 NEMA RATED 41-011 a MANAGER'S WORK STATION Simi SCAte- 1/2� - P -o• NOTE5: I. ALL STOCK ROOM SHELVING ARE EXCALIBUR 5HELVIN6 SYSTEMS. 2. REFER TO 5HEET A.00, STOCK CAPACITY, FOR LENGTH, WIDTH AND HEIGHT. 3. SHELVING ALONG WALL5 MUST BE SECURED TO THE WALL AT TOP AND BOTTOM OF SHELVING. 4. SHELVING NOT 5EGURED TO WALL5 MUST BE BRACED TO WALL AT THE TOP OF UNIT AT 6-0" MAX. O.G. 5. G.G. SHALL SUPPLY AND INSTALL MASONITE BACKS OR GHIGKEN WIRE MESH BETWEEN BACK -70 -BACK SHELVING UNITS. 5TOGK UNIT HT. # OF SHELVES DOOR ALL 51GNAGE 5HALL CONFORM WITH HARDWARE < ADA ACCESSIBILITY GUIDELINES: z I. LETTERS AND NUMERALS MUST BE UNLE55 OTHERWISE NOTED. 20 6AUGE.2 1/2" - METAL 5TUD BRACING LOCATED MAXIMUM 8'-O" O.G., TYPICAL G.G. TO PROVIDE I/8" HARD BOARD BAGKIN( PANEL OR A CHICKEN MESH BETWEEN BACK " BACK SHELVING UNITS 3/4" X 11 GAUGE 5TRA' ATTACHED WITH MIN. 3, AWI BOLT OR BETTEI EACH END. RIVET AT X -BRACING REQUIRED ON EVERY OTHER UNIT A RUN OR A7 EACH FR 12 5TAN12ING UNITS ADJUSTMENTS AREA - AT -2" O.G. TYP. Ib GAUGE 6ALVANIZEL 5TEEL P05T (50 K51) ONE UPRIGHT BETWEEN SHELVING UIT5 24 GAUGE GALV. STEEL SHELF, TYP. NOTE: P05T LOAD SIGNS 5HG 50 L55. PER SHELF W C.CC CUl==r A 77. 1=,l)0 Ii MUUN I UN LAI Gti / 5112E OF DOOR tb! LEVER HANDLE \ u� DOOR ALL 51GNAGE 5HALL CONFORM WITH HARDWARE < ADA ACCESSIBILITY GUIDELINES: z I. LETTERS AND NUMERALS MUST BE UNLE55 OTHERWISE NOTED. RAISED 1/32" FROM 51GN SURFACE. HAVE QUICK RELEASE HARDWARE AS REQUIRED BY GORE. GRILLE TO HAVE 2. CHARACTER HEIGHT MUST BE AT ON IN51DE OF DOOR. LEAST 5/8" BUT NOT EXGEED2". SIGNAGE ON STORE SIDE OF BOTTOM RAIL STATING: GRILLE MUST REMAIN IN 3. TYPE STYLE FOR LETTERS AND IF REQUIRED, GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING NON -OPERATIONAL NUMBERS SHALL BE 5AN5 SERIF AGG551BILTY SIGNS OR SIMPLE SERIF. 4, AN51 APPROVED WORD5 AND NUMBERS MU5T BE E.S. PLASTIC CONVERTED INTO GRADE -2 NEMA RATED 4 a 5. PICTOGRAMS SHALL BE DOOR 51ZE ACCOMPANIED BY THE EQUIVALENT a 4 v - DIRECTLY BELOW PIGTOGRAM. H-2: TOILET ROOM POOP, HARDWARE 15 EXISTING: A'tow";"CEOZ%i'*","O�'IBILITY IL"I" IMAGE I'm 3 03i MANUR ALUMINUM- ° p +/- 13'-b I/2" W. X - n p v - v H -I MANUAL ROLL -•UP GRILLE 15 EXISTING AND TO BE RUSED. OPENING BY WHEEL CHAIR FOOTRE5T5. 00())0-) ° n ° -- i HIRE o n o n lum"hOOR & HARhD%w"w ARE SCHEDULE 0 1 t - U) � ~ J F m cvI­ C~ L C C7� a Q O co SCC ry "THI5 DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." 2 RESTROOM B 13/4" p o v - ° p 4 / A.52 3 / A.52 3 / A.52 a a H72 DOOR 15 EXISTING AND TO REMAIN. v HANDICAPPED 13 116" DIA. 4 ° INTERIOR B :AT ENTER. DOOR 516N ELEVATIONS PAINT TO DOOR AND FRAME (PT -5, SEMI -GLOSS FINISH) IN ° 4 4 4 0 4 SCALE- 1/4`" - 11-01 ° a 4 n EE n ° n ° U ° - U p n n Q ° a n n ° a ,.., ., cu U v q ° p q ° p - a ° v q --1 - 4 n n n v q n ° WING o ° o 0 X. a q ° ° n p v p ° Ll 4 n 4 v n n p n - v ° ° n o n a ° MUUN I UN LAI Gti / 5112E OF DOOR tb! LEVER HANDLE \ SCALE -NONE BOT. OF MIRROR u� DOOR ALL 51GNAGE 5HALL CONFORM WITH HARDWARE < ADA ACCESSIBILITY GUIDELINES: z I. LETTERS AND NUMERALS MUST BE UNLE55 OTHERWISE NOTED. RAISED 1/32" FROM 51GN SURFACE. HAVE QUICK RELEASE HARDWARE AS REQUIRED BY GORE. GRILLE TO HAVE 2. CHARACTER HEIGHT MUST BE AT ON IN51DE OF DOOR. LEAST 5/8" BUT NOT EXGEED2". SIGNAGE ON STORE SIDE OF BOTTOM RAIL STATING: GRILLE MUST REMAIN IN 3. TYPE STYLE FOR LETTERS AND IF REQUIRED, GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING NON -OPERATIONAL NUMBERS SHALL BE 5AN5 SERIF AGG551BILTY SIGNS OR SIMPLE SERIF. 4, AN51 APPROVED WORD5 AND NUMBERS MU5T BE E.S. PLASTIC CONVERTED INTO GRADE -2 NEMA RATED BRAILLE, AND BE APPLIED TO SIGN. SELF EXTINGUISHING 5. PICTOGRAMS SHALL BE DOOR 51ZE ACCOMPANIED BY THE EQUIVALENT ADHE5IVE MOUNTED VERBAL DESCRIPTION PLACED MATERIAL DIRECTLY BELOW PIGTOGRAM. H-2: TOILET ROOM POOP, HARDWARE 15 EXISTING: A'tow";"CEOZ%i'*","O�'IBILITY IL"I" IMAGE I'm 3 SCALE -NONE BOT. OF MIRROR IN51ATE ALL HOT WATER AND DRAIN LINES 0 FLU5H VALVE ON WIDE 5112E OF TOILET 3'-O" . 46" MAX. I� PAPER TOWEL DISPENSER 0 DOOR FRAME HARDWARE < � z N < UNLE55 OTHERWISE NOTED. FOR EXTERIOR DOORS 4 3 POUNDS FOR INTERIOR DOORS WITH A HAVE QUICK RELEASE HARDWARE AS REQUIRED BY GORE. GRILLE TO HAVE A.52 ON IN51DE OF DOOR. PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED IN51ATE ALL HOT WATER AND DRAIN LINES 0 FLU5H VALVE ON WIDE 5112E OF TOILET 3'-O" . 46" MAX. I� PAPER TOWEL DISPENSER EXISTING 6" HIGH CERAMIC, TILE BASE, TYP. NOTE: ON THE INTERIOR SIDE, RESTROOM WALL 5 AND CEILING SHALL BE CONSTRUCTED WITH WATER RESISTANT 5/8" TYPE 'X' GYP. BD. OVER METAL 5TU125, TYP. DIAMETER OR WIDTH: THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO I I/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR5 5HALL BE 1 1/2". 1 1/4" 1 NOMIN, DIAME WALL O PRO\A M BLOCK REQUIF GRAB BAR SECTION 11 SCALE- s" - r -ow EXI5TING 48" HIGH F.R.P. WAINSCOT, TYPICAL ALL WALL5 n CLEARANCE AREA AT LAV. O LEVER LATCH HARDWARE 0 O � KICK PLATE m m m 0 DOOR FRAME HARDWARE REMARK5 MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 8.5 POUNDS SELF SUPPORTED ROLL UP GRILLE WITH MANUAL OPERATION. GRILLE TO N < UNLE55 OTHERWISE NOTED. FOR EXTERIOR DOORS 4 3 POUNDS FOR INTERIOR DOORS WITH A HAVE QUICK RELEASE HARDWARE AS REQUIRED BY GORE. GRILLE TO HAVE A.52 ON IN51DE OF DOOR. PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED SIGNAGE ON STORE SIDE OF BOTTOM RAIL STATING: GRILLE MUST REMAIN IN B) IF REQUIRED, GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING NON -OPERATIONAL DOORS 4 AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. FULL OPEN POSITION DURING STORE HOURS WHEN OCCUPIED 13Y THE m HARDWARE FROM REAR SERVICE / EXIT FIRE GOORIDOR DOOR AND REPLACE WITH NEW GOMPEN5ATIN6 DE:VICEE5 OR AUTOMATIC DOOR OPERATIONS MAY BE Q ROOM NAME TYPE THICKNESS MATERIAL LABEL DOOR 51ZE SILL JAMB HEAD MATERIAL GROUP NO. H-2: TOILET ROOM POOP, HARDWARE 15 EXISTING: I ENTRY 03i MANUR ALUMINUM- CL05EP POSITION. +/- 13'-b I/2" W. X - - - ALUMINUM H -I MANUAL ROLL -•UP GRILLE 15 EXISTING AND TO BE RUSED. OPENING BY WHEEL CHAIR FOOTRE5T5. 00())0-) CLOSER EXISTING 6" HIGH CERAMIC, TILE BASE, TYP. NOTE: ON THE INTERIOR SIDE, RESTROOM WALL 5 AND CEILING SHALL BE CONSTRUCTED WITH WATER RESISTANT 5/8" TYPE 'X' GYP. BD. OVER METAL 5TU125, TYP. DIAMETER OR WIDTH: THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO I I/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR5 5HALL BE 1 1/2". 1 1/4" 1 NOMIN, DIAME WALL O PRO\A M BLOCK REQUIF GRAB BAR SECTION 11 SCALE- s" - r -ow EXI5TING 48" HIGH F.R.P. WAINSCOT, TYPICAL ALL WALL5 n CLEARANCE AREA AT LAV. O LEVER LATCH HARDWARE 0 O � KICK PLATE m m m DOOR AND HARDWARE 50HEDULE NOTES LOCATION DOOR FRAME HARDWARE REMARK5 MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 8.5 POUNDS SELF SUPPORTED ROLL UP GRILLE WITH MANUAL OPERATION. GRILLE TO N < UNLE55 OTHERWISE NOTED. FOR EXTERIOR DOORS 4 3 POUNDS FOR INTERIOR DOORS WITH A HAVE QUICK RELEASE HARDWARE AS REQUIRED BY GORE. GRILLE TO HAVE A.52 ON IN51DE OF DOOR. PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED SIGNAGE ON STORE SIDE OF BOTTOM RAIL STATING: GRILLE MUST REMAIN IN B) IF REQUIRED, GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING NON -OPERATIONAL DOORS 4 AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. FULL OPEN POSITION DURING STORE HOURS WHEN OCCUPIED 13Y THE m HARDWARE FROM REAR SERVICE / EXIT FIRE GOORIDOR DOOR AND REPLACE WITH NEW GOMPEN5ATIN6 DE:VICEE5 OR AUTOMATIC DOOR OPERATIONS MAY BE Q ROOM NAME TYPE THICKNESS MATERIAL LABEL DOOR 51ZE SILL JAMB HEAD MATERIAL GROUP NO. H-2: TOILET ROOM POOP, HARDWARE 15 EXISTING: I ENTRY A MANUR ALUMINUM- CL05EP POSITION. +/- 13'-b I/2" W. X - - - ALUMINUM H -I MANUAL ROLL -•UP GRILLE 15 EXISTING AND TO BE RUSED. OPENING BY WHEEL CHAIR FOOTRE5T5. 00())0-) CLOSER t -- T-4 I/2" H. �c9O0 4 lum"hOOR & HARhD%w"w ARE SCHEDULE PROVIDE 516N CENTERED OVER GRILLE STATING THE FOL LOWING: 1 t - U) � ~ J F m cvI­ C~ L C C7� Q O co SCC ry "THI5 DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." 2 RESTROOM B 13/4" H.M. - 3'-0" X b'-8" 4 / A.52 3 / A.52 3 / A.52 5.6A. H72 DOOR 15 EXISTING AND TO REMAIN. LAVATORY HANDICAPPED 13 WALL AND A.52 INTERIOR B DOOR 516N ELEVATIONS PAINT TO DOOR AND FRAME (PT -5, SEMI -GLOSS FINISH) EXISTING UNISEX RESTROOM! PLAN 9 SCALE- 1/4`" - 11-01 DOOR AND HARDWARE 50HEDULE NOTES HARDWARE NOTES w 6� H -I: ROLL -UP GRILLE HARDWARE 15 EXISTING. A) ALL HARDWARE LISTED ABOVE SHALL BE SUPPLIED BY GENERAL CONTRACTOR F) MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 8.5 POUNDS SELF SUPPORTED ROLL UP GRILLE WITH MANUAL OPERATION. GRILLE TO N < UNLE55 OTHERWISE NOTED. FOR EXTERIOR DOORS 4 3 POUNDS FOR INTERIOR DOORS WITH A HAVE QUICK RELEASE HARDWARE AS REQUIRED BY GORE. GRILLE TO HAVE A.52 ON IN51DE OF DOOR. PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED SIGNAGE ON STORE SIDE OF BOTTOM RAIL STATING: GRILLE MUST REMAIN IN B) IF REQUIRED, GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING NON -OPERATIONAL DOORS 4 AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. FULL OPEN POSITION DURING STORE HOURS WHEN OCCUPIED 13Y THE m HARDWARE FROM REAR SERVICE / EXIT FIRE GOORIDOR DOOR AND REPLACE WITH NEW GOMPEN5ATIN6 DE:VICEE5 OR AUTOMATIC DOOR OPERATIONS MAY BE GENERAL PUBLIC. GRILLE SHALL BE OPENABLE FROM THE STORE SIDE • HARDWARE TO MATCH EXI5TIN6, FIELD VERFIY. UTILIZED TO MEET THE ABOVE ST4ARD5. WHEN FIRE DOORS ARE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE 2=1 EDGE OF REQUIRED, THE MAXIMUM EFFORT 70 OPERATE THE DOORWAY BE SPACE 15 OCCUPIED. G) ALL HARDWARE SHALL HAVE SATIN CHROME FINISH UNLE55 OTHERWI5E NOTED. INGREA5ED NOT TO EXCEED 14 POUNDS WITH CLOSURE. H-2: TOILET ROOM POOP, HARDWARE 15 EXISTING: D) OPENING SHALL BE MINIMUM OF 32" WIDE WHEN DOOR 15 AT RIGHT ANGLE TO G) INTERIOR METAL DOOR5 5HALL BE -20 (5A., ALL EXTERIOR DOOR5 SHALL 1 1/2 PAIR BUTT HINGES CL05EP POSITION. BE IS GA. DOOR SILENCERS LOGKSET: LEVER HANDLES WITH PRIVACY LATCH E) BOTTOM 10" OF ALL DOOR5 SHALL HAVE SMOOTH UNINTERRUPTED SURFACE FOR YX �vx DOOR STOP 4w OPENING BY WHEEL CHAIR FOOTRE5T5. 00())0-) CLOSER t -- 8" KICK PLATE AT INSIDE FACE OF DOOR �c9O0 4 lum"hOOR & HARhD%w"w ARE SCHEDULE 1 I. ROLL -UP GRILL BY CORNELL IRON WORKS. 2. CURTAIN SHALL BE PROVIDED IN M-3 PATTERN FROM THE BOTTOM BAR TO A POINT 6-O" A.F.F., 4 IN AN M -q PATTERN ABOVE 6-o" A.F.F. NNLE55 OTHERWISE NOTED). CURTAIN 5HALL CONSIST OF CONTINUOUS 5/16" DIAMETER HORIZONTAL ALUMINUM RODS 5PACED 13/4" ON CENTER WITH VERTICAL LINKS 5PACED AT q" ON CENTER. ENDLINK5 TO LOCK CURTAIN INTO GUIDES. 3. BOTTOM BAR 5HALL BE A2" WIDE x 3 1/2" HIGH x I/8" WALL ALUMINUM EXTRUSION. BOTTOM BAR SHALL BE ATTACHED To CURTAIN # HAVE AGCE55 WINDOW ON BOTTOM TO EASILY MAINTAIN 4 REMOVE CYLINDER LOCK WHEN GRILLE 15 IN THE OPEN P051TION. 4. COUNTER BALANCE A55EMBLY SHALL CONSIST OF TEMPERED HELICAL TORSION 5PRING5 WITH A-25% SAFETY FACTOR MOUNTED ON 5HAPED GA5T ANCHORS 5UPPORTE12 BY A CONTINUOUS SOLID TOR51ON ROD. THI5 MECHANISM 5HALL BE PERMANENTLY LUBRICATED 8 ENGL05ED WITHIN A CONTINUOUS STEEL PIPE SHAFT. WELDING OF PIPE 15 STRICTLY PROHIBITED. DEFLECTION OF SHAFT NOT TO EXGEED .03" PER LINEAL FOOT. THE 5PRING TEN51ON ADJUSTING WHEEL SHALL BE READILY ACCESSIBLE FROM OUTSIDE THE BRACKET PLATE. 5. BRACKET PLATES SHALL GON515T OF 1/4" THICK STEEL PLATES To CONTAIN SEALED SELF -ALIGNING BALL BEARINGS FOR THE SUSPENSION OF THE COUNTER BALANCE A55EMBLY. GEAR5 SHALL BE OF HIGH GRADE IRON CAST FROM MACHINE -GUT PATTERNS. 6. 6UIDE5 5HALL BE 15/6' x2 1/2" ALUMINUM EXTRU51ON5 WITH RETAINERS FOR GONTINUOU5 ENDLINK5. GUIDES SHALL BE FITTED WITH WOOL PILE INSERTS TO ELIMINATE METAL CONTACT. I. TWO POINT CYLINDER LOCKS 5HALL BE FURNISHED ON ALL GRILLES WITH CYLINDER OPERABLE IN THE CENTER OF THE GRILLE ON THE MALL 510E, AND A THUMB TURN WITH SECURITY PANELS OPERABLE ON THE STORE SIDE. THE KEEPER IN THE 6UIDE5 MUST BE READILY ADJUSTABLE IN THE FIELD AFTER CARPET AND/OR TILE 15 INSTALLED. 8. ALUMINUM CURTAIN 5HALL BE MILL FINISHED. BOTTOM BAR d GUIDES SHALL BE CLEAR ANODIZED. q. STRUCTURAL SUPPORTS SHALL GON515T OF 3" x 3" STEEL TUBES FOR GRILLES UP TO28'-O" WIDE AND 4" x 4" STEEL TUBES FOR GRILLES OVER -26-o" WIDE W/ STEEL AN6LE5 THAT 5HALL BE ANCHORED INTO SLAB AND WELDED TO MALL 5TRUGTURE FOR LATERIAL SUPPORT, TUBES SUPPLIED BY CORNELL. W X b6' WHEELGHAIR 5PAGE AT WATER GL05ET 24" MIN. O TOILET ROOM ACGE55ORIE5: w 6� ACCESSORIES: I. MIRROR 5RILLE 2. SINGLE ROLL TOILET PAPER HOLDER N < 3. PAPER TOWEL 015PEN5ER (ROLL - SU I I 4. GOAT HOOK MOUNTED AT 4'-0" A.F.F. A.52 ON IN51DE OF DOOR. GRAB BARS 5. TOILET ROOM SIGNAGE DETAIL 1.2/A.5 TOILET PAPER O HOLDER 6. GRAB BARS: m �6o ND (1) 36" LONG 1 1/2" DIA. • \I v. GRID 5HELVE5 IN RESTROOM. FIELD 2=1 EDGE OF MANAGEMENT TEAM. I- `r J 2 WALL 36" MAX. BACK WALL AT MIN. X LAV. 51NK IT A.F.F. TO GENTERLINE OF DISPENSER. ALL WOOD BLOCKING TO BE FIRE RETARDENT. ry YX �vx 4w 00())0-) t -- �c9O0 4 co u t - U) � ~ J F m cvI­ C~ L C C7� Q O co SCC ry - J EXISTING D PLUMBING WALL ' 30" X 48" 4b" X 60' WHEELCHAIR 5PAGE GLEARAWE FOR `i WHEELCHAIR SPACE AT LATCH-51DE APPROACH A A G LAVATORY HANDICAPPED 13 WALL AND A.52 INTERIOR B DOOR 516N ELEVATIONS EXISTING UNISEX RESTROOM! PLAN 9 SCALE- 1/4`" - 11-01 O 5/8" TYPE 'X' GYP. BD. EACH SIDE, 0/ 3 5/8" METAL STUDS AT 16" 0 5U5PENDE12 AGG0U5TIC CEILING WITH LAY -IN TI 5ALE5 AREA 3/4" POPLAR TRIM N EASED EDGES STOCK AREA T-0" A.F.F. MITRE 450 ANGLE, , TYP. AT CORNERS ELEVATION TRIM AT 2 I/2" - 4 FIN. FLR. STOCK OPENING T Imm'w OmFENING SCALE- 1 1/21 - 1'-01 NOTES: I. WATER CLOSETS AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINGHIN(5, OR TWISTING OF THE WRI5T, AND 5HALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. RFAGE MOUNTED) 2, THE FORGE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROL5, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 Ibf. 2. 3. SELF CLOSING FAUGET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 5EGON05. (NOT APPLICABLE). 4. WHERE TOWEL, SANITARY NAPKINS, WA5TE RECEPTACLES, AND OTHER 51MILIAR DISPEN51NO AND D15P05AL FIXTURES L2" x 4811 WIRE ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE VERIFY FINAL LOCATED WITH ALL OPERABLE PART5, INGLUDING COIN V V 5L07S, WITHIN 40" FROM THE FINISHED FLOOR. 5. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEA5T_21" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN A&L WIDTH AND 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND 5HALL BE A MINIMUM OF T H16H FROM THE THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT FO THE LAVATORY (5EE ELEV "D") RESTROOM INTERIOR ELEVATIONS 7 L '- SCpLE1/F• - I' -D• ROLLING DOOR COIL END PLATE A ROLL -UP GRILLE THIS DOOR 15 EXI5TING CEILING LINE TOILET ROOM ACGE55ORIE5: w 6� ACCESSORIES: I. MIRROR 5RILLE 2. SINGLE ROLL TOILET PAPER HOLDER N < 3. PAPER TOWEL 015PEN5ER (ROLL - SU I I 4. GOAT HOOK MOUNTED AT 4'-0" A.F.F. A.52 ON IN51DE OF DOOR. GRAB BARS 5. TOILET ROOM SIGNAGE DETAIL 1.2/A.5 TOILET PAPER O HOLDER 6. GRAB BARS: PAINTED (1) 42" LONG 1 1/2" DIA. ND (1) 36" LONG 1 1/2" DIA. • 7. 6.0. SHALL PROVIDE AND INSTALL (3) v. GRID 5HELVE5 IN RESTROOM. FIELD LOAGATION WITH STRIDE RITE PROJE MANAGEMENT TEAM. I- `r GENERAL CONTRACTOR SHALL LOCATE TISSUE 015PEN5ER ON NEAR 51DE WALL 36" MAX. BACK WALL AT MIN. PE IT A.F.F. TO GENTERLINE OF DISPENSER. ALL WOOD BLOCKING TO BE FIRE RETARDENT. 5/8" TYPE 'X' GYP. BD. EACH SIDE, 0/ 3 5/8" METAL STUDS AT 16" 0 5U5PENDE12 AGG0U5TIC CEILING WITH LAY -IN TI 5ALE5 AREA 3/4" POPLAR TRIM N EASED EDGES STOCK AREA T-0" A.F.F. MITRE 450 ANGLE, , TYP. AT CORNERS ELEVATION TRIM AT 2 I/2" - 4 FIN. FLR. STOCK OPENING T Imm'w OmFENING SCALE- 1 1/21 - 1'-01 NOTES: I. WATER CLOSETS AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINGHIN(5, OR TWISTING OF THE WRI5T, AND 5HALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. RFAGE MOUNTED) 2, THE FORGE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROL5, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 Ibf. 2. 3. SELF CLOSING FAUGET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 5EGON05. (NOT APPLICABLE). 4. WHERE TOWEL, SANITARY NAPKINS, WA5TE RECEPTACLES, AND OTHER 51MILIAR DISPEN51NO AND D15P05AL FIXTURES L2" x 4811 WIRE ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE VERIFY FINAL LOCATED WITH ALL OPERABLE PART5, INGLUDING COIN V V 5L07S, WITHIN 40" FROM THE FINISHED FLOOR. 5. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEA5T_21" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN A&L WIDTH AND 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND 5HALL BE A MINIMUM OF T H16H FROM THE THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT FO THE LAVATORY (5EE ELEV "D") RESTROOM INTERIOR ELEVATIONS 7 L '- SCpLE1/F• - I' -D• ROLLING DOOR COIL END PLATE A ROLL -UP GRILLE THIS DOOR 15 EXI5TING CEILING LINE w 6� STEEL POST / 5RILLE N < fURTAIN 1 CV \ (-j F B O FLUSH 5LAB PAINTED 5/8" TYPE 'X' GYP. BD. 0/ METAL 5TUD5, 5EE FLOOR PLAN 4 FIN15H 56HEOULE H.M. OR WOOD DOOR FRA 5EE DOOR 56HEDULE JAMB ANCHOR CLIPS, 4 P JAMB, TYP. DOOR HINGE AS OCCURS H.M. OR 5GWD DOOR, 5EE SCHEDULE, PAINTED H.M. OR WOOD DOOR FRA BEYOND, PAINTED INT, DOOR JANIBMEAD 3 SCALE- 3a - 1-0a H.M. OR WOOD DOOR FRAME PT -5 BEYOND, PAINTED H.M. OR 56M DOOR, SEE SCHEDULE, PAINTED RE5TROOM FLOORING UNDERCUT DOORS 3/4" EX AT FIRE RATED DOORS A UNLE55 OTHERWISE NOTE TRAN51TION STRIP WITH 1.2 SLOPE MAX., 5EE FLOOR PLAN FOR TY CONCRETE FLOOR 5LAB D. w 6� DOOR PT -5= v N < 1 CV \ (-j F O 4 V,CEPT ND �LD • j v. q . <O I- `r A.50 FD CL PE uj X ry YX �vx 4w 00())0-) t -- CHANGE OF FLOORING MATERIAL AT GENTERLINE OF DOOR, 5EE ROOM FINSISH SCHEDULE PROJECT NO. M80.2-7 DATE- NOV. 5, 2008 DRAWN BY- L55 STORE NUMBER- 1125 SCALE- A5 NOTED FILE- A52_5ANFORD_FL.DW5 REVISIONS1 BUILDING DEPT. REVIEN FOR PERMIT AND BID 5ET5 1115108 SHEET TITLE - DETAILS Rq nnray2l Q nn n 00 H��n�n O O Q C� O w 6� 0 �w I v N < 1 CV \ (-j F O 4 �LD • v. q . <O I- `r FD CL PROJECT NO. M80.2-7 DATE- NOV. 5, 2008 DRAWN BY- L55 STORE NUMBER- 1125 SCALE- A5 NOTED FILE- A52_5ANFORD_FL.DW5 REVISIONS1 BUILDING DEPT. REVIEN FOR PERMIT AND BID 5ET5 1115108 SHEET TITLE - DETAILS Rq nnray2l Q nn n 00 H��n�n O O Q C� O w 6� 0 �w I N < 1 CV \ (-j F O �LD <O I- `r FD CL FDa-. uj X W L 4w 00())0-) (D (0 �� �c9O0 4 co u t - U) � ~ J F m cvI­ C~ L C C7� Q O co SCC �t�all IE< ,.., ., cu PROJECT NO. M80.2-7 DATE- NOV. 5, 2008 DRAWN BY- L55 STORE NUMBER- 1125 SCALE- A5 NOTED FILE- A52_5ANFORD_FL.DW5 REVISIONS1 BUILDING DEPT. REVIEN FOR PERMIT AND BID 5ET5 1115108 SHEET TITLE - DETAILS Rq nnray2l Q nn n 00 H��n�n O O Q C� O F F F SYSTEM NO, WL1017 (FORMERLY SYSTEM NO. 3-48) .F RATING - 1,2 HR (SEE ITEM 3) TRATING -0HR L RATING AT AMBIENT - LESS THAN 1 CFM SQ FT L RATING AT 400 F - LESS THAN 1 CFM SQ FT SECTION A -A 1. WALL ASSEMBLY -THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD .WALL ASSEMBLY SHALL BE CON- STRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTON FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NUM 2 BY 4 IN. LUMBER SPACED 16 IN, O.C. WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES, STEEL STUDS TO BE MIN. 3-5/8 IN.WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX. 24 IN. O.C. B. WALLBOARD, GYPSUM* -- NOM 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM SU d WALLBOARD TYPE NUMBER OF LAYERS, AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INUIV IDUAL WALL OR PARTITION DESIGN. DIAM OF CIRCULAR CUT THROUGH GYPSUM WALL- BOARD ON EACH SIDE OF WALL ASSEMBLY TO BE MIN. 0 IN. (POINT CONTACT) TO MAX 1 IN. LARGER THAN OUTSIDE DIAM OF FLEXIBLE METAL CONDUIT (ITEM 2) INSTALLED IN THROUGH OPEN-- ING. SIDE EDGE OF CIRCULAR OPENING TO BE MIN. 3 IN, FROM NEAREST STUD IN WALL CAVITY. C. FASTENERS -- WHEN WOOD STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO STUDS WITH CEMENT COATED NAILS AS SPECIFIED IN THE INDIVISUAL WALL OR PARTITION DESIGN. WHEN STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTCHED TO STUDS WITH TYPE S SELF -DRILLING, SELF -TAPPING BULGE -HEAD STEEL SCREWS AS SPECIFIED IN THE INDIVISUAL WALL OR PARTITION DESIGN. „ 2. THROUGH PENETRANTING PRODUCT'S -- FLEXIBLE METAL CONDUIT - NOM 4 IN. DIAM (OR SMALLER) ALUMINUM OR STEEL FLEXIBLE METAL CONDUIT+. MAX ONE FLEXIBLE METAL. CONDUIT TO BE INSTALLED NEAR CENTER OF CIRCULAR OPENING IN GYPSUM WALLBOARD. FLEXIBLE METAL CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. AFC CABLE SYSTEMS INC. 3. FILL, VOID OR CAVITY MATERIAL* - CAULK - CAULK FILL MATERIAL FORCED INTO ANNULAR SPACE AROUND ENTIRE CIRCUMFERENCE OF THROUGH PENETRATING PRODUCT TO COMPLETELY FILL OPENING IN GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL ASSSEMBLY. A MIN 5/8 IN. THICKNESS OF CAULK IS REQUIRED FOR THE 1 I -IR. F RATING, A MIN. 1-1/4 IN THICKNESS OF CAULK IS REQUIRED FOR 2 F RATING. MINNESOTA MINING & MFG CO - CP 25WB+ *BEARING THE UL CLASSIFICATION MARKING SYSTEM NO. W -Lw -1006 (FORMERLY SYSTEM NO. 187) F RATING - 2 HR T RATING - 0 HR L-- B SECTION B --B 1, WALL ASSEMBLY -THE FIRE --RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN 'THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTON FEATURES: A. STUDS WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. STEEL STUDS TO BE MIN 2-1/2 IN, WIDE AND SPACED MAX 24 IN. O.C. B. WALLBOARD, GYPSUM* - TWO LAYERS OF NOM 5/8 IN. THICK GYPSUM WALLBOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX. DIAM OF OPENING IS 2 IN. 2. THROUGH PENETRANTS - ONE METLIC PIPE, CONDUIT OR TUBING TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPE, CONDUIT OR 'TUBING MAY BE USED: A. STEEL PIPE - NOM 1 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE. A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM, B. CONDUIT -- NOM 1 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR RIGID STEEL CONDUIT. A NOM ANNULAR SPACE OF 5/16 IN, IS REQUIRED WITHIN THE FIRESTOP SYSTEM. C. COPPER TUBING - NOM 1 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. D. COPPER PIPE - NOM 1 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. 3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. FILL, VOID OR CAVITY MATERIAL* -- PUTTY - MIN 1-1/2 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, ON BOTH SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT A MIN 1/8 IN. CROWN IS FORMED AROUND THE PENETRATING ITEM, NELSON FIRESTOP PRODUCTS -- TYPES FSP PUTTY AND FSP FIRESTOP PUTTY PADS *BEARING THE UL CLASSIFICATION MARKING SYSTEM NO. W -L-1001 MERLYF RATINGS - 1,02,3 AND 4Y STEM FIR (SEE ITEMS 2 AND 3) T RATINGS -0,1,2,3 AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM/SQ. FT. L RATING AT 400. F -LESS THAN 1 CFM/SQ. FT. I SECTION A --A 1, WALL ASSEMBLY -THE. 1,2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY .CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. U.C. WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN. 3-5/8 IN. WIDE BY 1--3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. B. WALLBOARD, GYPSUM* -NOM 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTA- ATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR 0400 SERIES DESIGN IN THE UL FIRE RES- ISTANCE DIRECTORY. MAX DIAM OF OPENING IS 13-1/2 IN. 2. PIPE OR CONDUIT --NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN, DIAM (OR S MALLER) STEEL CONDUIT, NOM 4 IN. DIAM OR SMALLER) STEEL ELECTRICAL METALLICTUBING, NOM6IN.DIAMlOR SMALLER) TYPE E L (OR HEAVIER) COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL*- CAULK -CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM. BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESIOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PIPE ANNULAR F T OR CONDUIT SPACE, RATING, RATING, DIAM, IN IN HR HR 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0 TO 1/4 1 OR 2 0 4 0 TO 1-1/2# 1 OR 2 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 .+WHEN COPPER PIPE IS USED, T RATING 15 0 H. #0 TO 1-1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 WB+ CAULK IS USED AND ONLY WHEN TT1E MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 1 HR RATED WALLS AND 1-1/4 IN, FOR 2 HR RATED WALLS. MINNESOTA MINING & MFG. CO. - CP 25WB+. *BEARING THE UL CLASSIFICATION MARKING PIPE PENETRATION DETAIL SCALE, NONE SYSTEM NO. W -L-2088 F,RATINGS - 1 AND 2 HR (SEE ITEM 1) T RATINGS - 0, 1 AND 2 FIR (SEE ITEM 2) F --A I ---A SECTION A --A 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTON FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O,C. STEEL STUDS TO BE MIN 3-1/2 IN. WIDE AND SPACED MAX 24 IN. O.C. B. WALLBOARD, GYPSUM* -- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN.. DIAM OF OPENING SHALL BE 7/8 IN. LARGER THAN THE OUTSIDE DIAM OF NONMETALLIC PIPE OR CONDUIT (ITEN 2) THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2, THROUGH PENETRANTS - ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE FOR NOM 1-•1/4 IN. DIAM AND SMALLER BETWEEN THE PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 7/8 IN. THE ANNULAR SPACE FOR PIPE OR CONDUIT GREATER 'THAN NOM 1-1/4 IN. DIAM BETWEEN THE PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX. 1 IN. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED: A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM ((OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. C. POLYVINYL CHLORIDE (PVC) PIPE - NOM 3 IN. DIAMOR SMALLER) SCHEDULE 40 SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY PIPING SYSTEM. D. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. E. RIGID NONMETALLIC CONDUIT++ - NUM 3 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT ,,.. _INSTALLED _IN ACCORDANCE WITH ARTICLE ,347 OF THE NATIONALELECTRICAL CODE (NFPA NO. 70) ( F. ELECTRICAL NONMETALLIC TUBING (ENT)++ - NUM 1 IN, DIAM OR SMALLER) ENT FORMED OF PVC, INSTALLED IN ACCORDANCE WITH ARTICLE 331 OF THE NATIONAL ELECTRICAL CODE (NFPA N0. %0). SEE RIGID NONMETALLIC CONDUIT (DZKT) AND ELECTRICAL NONMETALLIC TUBING (FKHU) IN UL CONSTRUCTION MATERIALS DIRECTORY OR NAMES OF MANUFACTURERS. G. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED I (DRAIN, WASTE OR VENT) PIPING SYSTEMS. THE HOURLY T RATING IS DEPENDENT ON THE HOURLY RATING OF THE WALL ASSEMBLY, THE PIPE OR CONDUIT SIZE AND WHETHER THE PIPE IS INTENDED FOR USE AS A CLOSED OR VENTED SYSTEM, AS SHOWN IN THE FOLLOWING TABLE: NOM PIPE WALL ASSEMBLY CLOSED (C) OR T RATING DIAM IN. RATING HR VENTED (V) HR 1/2 70 3 1 C 1 1/2 TO 1--1/4 1 V 1 1/2 TO 1-1/4 2 C 2 1/2 TO 1--1/4 2 V 1 2 1 V 0 2 2 V 0 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR PUTTY - MIN THICKNESS OF 5/8 IN. AND 1-1/4 IN. OF CAULK OR PUTTY FOR 1 OR 2 HR RATED WALL ASSEMBLIES, RESPECTIBLY, APPLIED WITHIN ANNULUS BETWEEN PIPE OR CONDUIT AND PERIPHERY OF THE OPENING, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. AT THE POINT CONTACT LOCATION BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD, A MIN 1/2 IN. DIAM BEAD OF CAULK OR PUTTY SHALL BE APPIED AT THE PIPE OR CONDUIT/WALLBOARD INTERFACE ON -BOTH SURFACES OF WALL ASSEMBLY. MINESOTA MINING & MFG CO - CP 25WB+, MPS -2+ -++BEARING THE UL LISTING MARK. +Qt.ARING THE UL CLASSIFICATION MARKING IPE PENETRATI00"N DETAIL �I r THICKNESS PER MANUFACTURERS HTC MIN. T RECCOMENDATION THICKNESS MINERAL WOOL CORRUGATED �., CORRUGATED ROOF DECK DAMMING ROOF DECK -� FIRE BARRIER FIRE BARRIER CAULKING. CAULKING. SYNTHETIC SYNTHETIC ELASTOMER ELASTOMER CAULK, NO—SAG CAULK, NO—SAG SELF—LEVELING, SLOTTED SELF --LEVELING. I I. DEFLECTION I I HEAD TRACK - 5/8" TYPE_ 'X' 5/8" TYPE GYP. BD. GYP. BD. I i A - PRODUCTS: 1. FIBERFRAX FRYE PUTTY CERAMIC PUTTY: THE CARBORUNDUM COMPANY 2. FIRE STOP SEALANT: CATALOG #2000: DOW CORNING CORP. 3, FIRE BARRIER CP-••25N/SNO SAG: 3M FIRE PROTECTION PRODUCTS 4. SLOTTED DEFLECTION HEAD TRACK BY DIETRICH OR EQUAL. LATEX ALTERNATES: 1. FLAMMADUR A 107 FIRESTOP MATERIAL: FLAMMADUR CORP. OF AMERICA 2, FIRE BARRIER CP 25WB CAULK: 3M FIRE PROTECTION PRODUCTS 1 0 U rr: RATED �� Fl RES T A; DETAIL : `:- —3" MIN. 4 PCF DENSITY MINERAL WOOL DAMMING 1/2" MAX. GAP BETWEEN GYP, BD. AND METAL ROOF DECK PRODUCTS: 1. FIBERFRAX FRYE PUTTY CERAMIC PUTTY: THE CARBORUNDUM COMPANY 2. FIRE STOP SEALANT: CATALOG #2000: DOW CORNING CORP. 3. FIRE BARRIER CP-25N/SNO SAG: 3M FIRE PROTECTION PRODUCTS LATEX ALTERNATES: 1, FLAMMADUR A 107 FIRESTOP MATERIAL: FLAMMADUR CORP, OF AMERICA 2. FIRE BARRIER CP "25WB CAULK: 3M FIRE PROTECTION PRODUCTS 3. TREMSTOP ACRYLIC (GG) BY TREMCO SEE ATTACHED UL JOINT DETAIL SYSTEM NO. HW—D--0256. r.r r , IN , rSCALE, NONE coco co� N < c\i aLij z I— O zp v cq _ C'D a wX 0= u_1 _c(y)rn00 4 00(DO-) (U Co NCV Zo6 z +4 y co (5)) .� �Y� ami Z? U U)_::�� cu r_• C c o� C 0 x O ` :0-� LL< W W SCALB AS NOTED FILE, A53—GLEARWATER—FL UTA6 REVISIONS, BUILDING DEFT. REVIEW FOR PEWIT AND BID 5ET5 II/5/05 SHEET TITLE, FIRESTOPPING DETAIL r f r £. .. S. r- DIV1510N I GENERAL REQUIREMENTS SUMMARY: THE PROJECT CONSISTS OF THE ALTERATIONS TO A RETAIL SPACE AT SEMINOLE TONNE GENTER, SANFORD, FL, FOR STRIDE RITE WHO WILL OCCUPY AND FIT -OUT THE GOMPLETED INTERIOR SPACE. A. GONSTRUGTION DOCUMENTS: DRANIN65 AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. 5PEGIFIG INFORMATION MAY BE FOUND IN EITHER OR BOTH. ANY DISCREPANCIES, ERRORS OR OMI5SION5 DISCOVERED IN THE GONTRAGT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH RELATED WORK, OTHERNI5E, THE GORREGTION OF SUCH ITEMS 15 THE RE5PON51BILITY OF THE CONTRACTOR. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT SHALL NOT CONSTITUTE AN APPROVAL OF LIKE VARIANCES ON SUB5EOUENT PROJECTS. B. ONNER DIRECTIVES: I. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOU5 5UPERVI510N. THE PROJECT SUPERINTENDENT SHALL REMAIN ON 51TE THROUGH THE MERCHANDISE DATE OR THE COMPLETION OF THE FUNCHL15T NHIGHEVER 15 LAST TO OCCUR. 2. SUSPENSION OF ALL CEILING AND OVERHEAD FRAMING 15 TO BE FROM STRUCTURAL BEAMS AND TOP CHORD OF TRU55E5 ONLY, NOT FROM DEGK. 5. GENERAL CONTRACTOR MAY SUBSTITUTE METAL FRAMING MEMBERS 5HONN ON DRANING5 WITH ALTERNATE CODE APPROVED FRAMING METHODS AND GAUGE SIZES WITH APPROVAL OF ONNER'5 REPRESENTATIVE. 4. GENERAL CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION OF IN -WALL BLOCKING FOR ALL ITEMS IN STORE. REVIEW DRANIN65 THOROUGHLY. 5. ALL OWNER -FURNISHED MATERIALS ARE FURNISHED TAILGATE DELIVERY ONLY. THE CONTRACTOR 15 RESPONSIBLE TO UNLOAD, EXAMINE, AND TRANSPORT MATERIALS FROM THE POINT OF OFF-LOAD TO THE JOB5ITE OR STORAGE AREA AS APPLICABLE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR OTHER LOCATION AS DIRECTED BY THE LANDLORD. 6. THE CONTRACTOR 15 RESPONSIBLE FOR DAMAGE, LOSS, THEFT, OR DESTRUCTION OF ALL OWNER-FURNI5HED MATERIALS. THE CONTRACTOR WILL BE BACK -CHARGED THE FULL COST OF REPLACEMENT MATERIALS INGLUDING FREIGHT CHARGES. GENERAL CONTRACTOR 15 RESPONSIBLE FOR FILING GLAIM5 DIRECTLY WITH GARRIER, AND FOLLOWING THROUGH AS, NEGE55ARY WITH ALL SUBSEQUENT PROCEDURES, INGLUDING INSPECTIONS AND REMOVAL OF DAMAGED MATERIALS. 1. THE GENERAL CONTRACTOR 15 RE5PON51BLE FOR THE COORDINATION OF EACH TRADE WITH OTHER TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR CONFLICTS WHICH RESULT FROM LACK OF COORDINATION OF THE INVOLVED TRADES. GENERAL CONTRACTOR 15 RESPONSIBLE TO VERIFY THAT ALL GONTRAGTOR5 ARE SUPPLYING AND INSTALLING THE SPECIFIED ITEMS. GENERAL GONTRAGTOR 15 TO CLARIFY ANY INGON515TANGY BETWEEN ARGHITEGTURAL AND ENGINEERING DRAWINGS PRIOR TO ANY INSTALLATION. 3. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE EXPERIENCED AND WHO EMPLOY EXPERIENCED TRADESMEN, THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOISY CON5TRUCTION TEGHNIQUE5 OR EQUIPMENT DURING MALL OR STORE HOURS. g. THE CONTRACTORS SHALL BE FAMILIAR WITH ALL MALL CRITERIA AND WORK IN HARMONY WITH THE LANDLORD AND THE ADJACENT TENANTS IN SCHEDULING NORK IN ORDER TO CAUSE THE LEAST INGONVENIENGE TO PERSONNEL AND PROPERTY. IF SECURITY 15 REQUIRED WHILE WORKING IN ADJACENT TENANTS SPACE, THIS G05T WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOT UTILIZE GAS -OPERATED EQUIPMENT IN OCCUPIED SHOPPING CENTERS. 10. THE CONTRACTOR SHALL NOORK IN HARMONY WITH THE LANDLORD'S REQUIREMENTS RELATING TO N015E ABATEMENT AND SAFETY. THE CONTRACTOR SHALL FURNISH ONE 40 YARD DUMP5TER OR EQUIVALENT FOR THE EXCLUSIVE USE OF STORE PERSONNEL DURING MERGHAMA5ING. II. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF ANY AND ALL OFF-SITE STORAGE OF OWNER SUPPLIED MATERIALS. 12. GENERAL CONTRACTOR TO HAVE JOB PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD. 13, IMMEDIATELY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING OF CONSTRUCTION JOB SUPERVISOR TO VERIFY AND ADVISE OWNER'S REPRESENTATIVE: a. OVERALL WIDTH (FACE/(5YPSUM BOARD ON DEMISING WALL TO FAGE/6YP5UM BOARD ON OEM151N6 WALL). b. OVERALL LENGTH (LEASE LINE TO ONNER FACE OF GYPSUM BOARD ON REAR NALL. c. AVAILABLE CLEAR HEIGHT FOR GRILLE AND CEILING AS PIMEN51ONED ON DRAWINGS. 14, WITHIN (5) WORKING DAYS OF AWARD OF THE CONTRACT, THE GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A PROPOSED PROJECT SCHEDULE (BAR GRAPH FORM) INDICATING THE START AND COMPLETION DATES OF EACH STAGE OF THE NORK BY TRADE. AT THE SAME TIME THE CONTRACTOR SHALL AL50 SUBMIT TO THE OWNER, DOCUMENTATION INDICATING ORDERING AND DELIVERY DATES OF THE FOLLOWING ITEMS: CEILING TILE AND GRID, SPRINKLER HEADS, HVAG EQUIPMENT, AND DIFFUSERS, CONTRACTOR SUPPLIED LIGHTING AND ELECTRICAL EQUIPMENT. 15. GENERAL CONTRACTOR TO PROVIDE WEEKLY JOB NOTES 4 PROGRESS REPORTS WITH EACH APPLICATION FOR PAYMENT. G. OWNER SUPPLIED MATERIALS: I. MATERIALS DESIGNATED WITH A DOT (0) ARE PROVIDED BY OWNER FOR INSTALLATION BY GENERAL CONTRACTOR. ALL OTHER MATERIAL, EXCEPT AS, NOTED 15 TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 2. CONFIRM RECEIPT OF ALL e MATERIALS, VERIFY QUANTITIE5 WITH SHIPPING MANIFEST OR BILL OF LADING. NOTIFY STRIDE RITE WITHIN (24) HOURS AFTER RECEIPT OF ANY MATERIALS MISSING FROM SHIPMENT OR RECEIVED DAMAGED. FAILURE TO DO 50 WILL RESULT IN GENERAL CONTRACTOR PAYING OVERNI01-IT/EXPRE55 FREIGHT IF REQUIRED FOR JOB COMPLETION. 3. THE OWNER WILL FURNISH THE FOLLOWING ITEMS FOR ASSEMBLY AND/OR INSTALLATION BY THE GENERAL CONTRACTOR: a. CARPET b. FIXTURE HARDWARE c. MILLWORK INCLUDING: SEATING/ PLAY AREA, P15PLAY FIXTURES, GASHWRAP AND WALL FIXTURES. d. LIGHT FIXTURES (REFER TO LIGHT FIXTURE SCHEDULE, LIGHTING SPEGIFIGATION5 AND ELECTRICAL DRANING5. e. WORKROOM SHELVING 4 MOBLIE SHELVING. NOTE: MASONITE BAGKING SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. f. 5HELVIN6-MOUNTED ROLLING LADDERS OR PLATFORM LADDERS. hSTOREFRONT SIGNAGE . ROLLING GRILLE 4. WITHIN (2) WORKING DAYS OF THE ANARD OF THE GONTRAGT, THE CONTRACTOR SHALL PLACE ORDERS, COORDINATE DELIVERY SCHEDULES CONTRACTOR SHALL PLACE ORDERS, COORDINATE DELIVERY SGHEOULE5 CONTRACTOR SHALL PLACE ORDERS COORDINATE DELIVERY SCHEDULES 5 AND DESTINATIONS FOR THE ABOVE NOTED ITEM UA ITIES 5 IN Q NT REQUIRED TO COMPLETE THE JOB. IT 15 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY QUANTITIES OF MATERIAL REQUIRED WITH TH05E QUANTITIES INDICATED ON THE DRAW065. THE ORDERS SHALL BE PLACED WITH THE OWNER'S SUPPLIERS. FAILURE BY THE CONTRACTOR TO PLACE ORDERS OR COORDINATE SCHEDULED DELIVERIES FOR MATERIALS WITHIN THE ABOVE SPECIFIED PERIOD THAT RESULTS IN ANY SPECIAL PREMIUM FREIGHT OR AIR FREIGHT REQUIRED TO MEET THE CONTRACT COMPLETION DATE SHALL BE PAID BY THE GENERAL CONTRACTOR. 5. WITHIN (5) WORKING DAYS AFTER AWARD OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE THE OI^INER WITH A PROP05EP PROJECT SCHEDULE INDICATING REQUESTED DATES OF DELIVERY OF OWNER -FURNISHED MATERIALS. GENERAL CONTRACTOR TO SUPPLY MANPOWER TO UNLOAD AND RECEIVE OWNER -SUPPLIED ITEMS. D. LAYOUT OF WORK: I. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT OF WORK. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY. CONTRACTOR 15 RESPONSIBLE FOR ANY ERROR RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR WILL NOT BE CONSIDERED SUB5EOUENTLY AS A BASIS FOR EXTRA COMPENSATION. 2. SHOULD A GONTRAGTOR FIND 015GREPANGIES IN, OR OM1551ON5 FROM THE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE BE IN DOUBT AS TO THEIR MEANING, HE SHALL AT ONCE NOTIFY THE OWNER'S REPRESENTATIVE. 5. GENERAL GONTRAGTOR 15 RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS, WELDERS, GENERATORS, ETC. FOR COMPLETING PROJECT. E. CODES AND STANDARDS: I. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT AGGORDANGE WITH ALL ORDINANGE5, STATE AND LOCAL BUILDING CODES, LATEST EDITION, AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS. 2. DESIGN LOA05: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES, AND ALL GOVERNING CODES. 5. GENERAL CONTRACTOR 15 RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED BUILDING PERMITS EXCEPT AS, NOTED F. GENERAL GONDITIONS: I. THE AMERICAN INSTITUTE OF ARGHITEGT5 DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACTOR FOR CONSTRUCTION" 15 A PART OF THE CONTRACT DOCUMENTS. G. JOB 51TE PHOT05: THE GENERAL CONTRACTOR SHALL PROVIDE TO 5TRIDE RITE VIA E-MAIL, DIGITAL PHOTOS OF THIS PROJECT DURING THE CONSTRUCTION PHASE. PHOTOS SHALL INCLUDE OVERALL VIEN5 OF ALL INTERIOR AND EXTERIOR ELEVATIONS OF THE SALES AREA AND STOCK ROOM, PAYING SPECIAL ATTENTION TO STOREFRONT SOFFITS, AND DETAILS, SALES AREA BUILD -OUTS, TRANSITIONS IN FIN15HF-5 (IE: WOOD FLOORING TO CARPET), ETC. PHOTOS SHALL BE E-MAILED TO STRIDE RITE EVERY FRIDAY DURING PROJECT BUILD -OUT, INTIL PROJECT HAS BEEN PUNCHED OUT AND COMPLETED. PHOTOS SHOULD BE E-MAILED TO THE FOLLOWING ADDRE55E5; jennlfer, boettcher@payle55.com dal e_cou Iter@pay 1e55.com Oh/1510N 11 SECTION 02050 DEMOLITION AND SPACE PREPARATION I. WITHIN FIVE (5) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR NITHIN TWO (2) DAYS FOLLOWING COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND REPORT TO THE OWNER'S REPRESENTATIVE ANY DISCREPANCIES IN THE LEASE -HOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHY51CAL SPACE AND THE INTENT OF THE WORKING DRAWINGS. (G.G. TO PAY SPECIAL ATTENTION TO POP-UP CEILING AREAS, CEILING HEIGHTS, AND AVAILABLE HEIGHT FOR ROLL -UP ENTRANCE GRILLES. 2. GENERAL CONTRACTOR 15 TO CONTACT LANDLORD'5 ON-SITE MANAGER PRIOR 3. GENERAL CONTRACTOR 15 TO ARRANGE WITH THE LANDLORD A CONVENIENT TIME To PERFORM DEMOLITION NORK AND INSTALL TEMPORARY PROTECTED MEANS OF EGRESS FROM REQUIRED EXITS, INCLUDING TEMPORARY LIGHTING AND SAFETY DEVICES, ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL GORE AND LANDLORD REQUIREMENTS. 4. BARRICADE AT STOREFRONT PER LANDLORD'S SPECIFICATIONS. GENERAL GONTAGTOR TO GOORDINATE WITH RESPONSIBILITY SCHEDULE. 5. THE GENERAL CONTRACTOR SHALL REMOVE, REPAIR, RESTORE AND REPLACE WHERE NEGE55ARY OR INDICATED ON THE PRANIN65 OR AS, REQUIRED. GUT ALL NEGE55ARY OPENINGS FOR ANY REQUIRED PURPOSE AND REPAIR, WHERE NEGE55ARY, AFTER GUTTING. IN50FAR A5 POSSIBLE, ALL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED UNLE55 SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE SPLIT, CRACKED, CHIPPED, 5PALLED, BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT TORN, OR OTHERWISE DEFICIENT OR INJURIED IN ANY MANNER SHALL BE REMOVED, REPLACED, RESTORED OR 5ATI 5FAGTORI ALLY REPAIRED AS, DIRECTED BY THE OWNER'S REPRESENTATIVE. 6. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL LEASE -HOLD IMPROVEMENTS INGLUDING, BUT NOT LIMITED TO: INTERIOR WALLS, GEILIN05, FLOOR GOVERING5 (ALL ADHESIVES), PLATFORMS, STORE- FRONTS, ETC., (UNLESS INDIGATED OTHERWISE ON ARCHITECTURAL DRAWINGS). ALL EXISTING UNUSED MECHANICAL, ELECTRICAL AND/OR PLUMBING FIXTURES AND EQUIPMENT, INGLUDING ABANDONED ROOFTOP HVAC EQUIPMENT AND CURBS (UNLE55 INDICATED OTHERWISE ON MECHANICAL AND ELECTRICAL DRANIN65) AND/OR SKYLIGHTS ARE TO BE REMOVED AND THE ROOF PATCHED PER ITEM #12 BELON: GAPPING 15 NOT PERMITTEDI `I. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL LOOSE ITEMS SUCH AS,, BUT NOT LIMITED TO: TRADE FIXTURES, M15GELLANEOU5 DECORATIONS, KITCHEN EQUIPMENT, ETG. 8. ALL ABANDONED ELEGTRIGAL/TELEPHONE GONDUIT, PLUMBING LINES AND MEGHANIGAL DUGTNORK MUST BE REMOVED TO THE POINT OF ORIGIN. Q. INFORM THE LANDLORD'S ON-51TE MANAGER OF ANY UTILITY NEEDING TO BE D15GONNEGTEO OR GAPPED, PRIOR TO DOING 50, 10. GENERAL CONTRACTOR 15 TO EXERGISE EXTREME CARE DURING DEMOLITION 50 AS, NOT TO DAMAGE OR DISRUPT UTILITIES OR 5PRINKLER LINES WHIGH MIGHT PASS THROUGH TH15 SPACE TO SERVICE OTHER MALL SPACES OR OTHER TENANTS. SOLE (G.G. WILL BEAR SOLE RE5PON515ILITY FOR ANY SUCH DAMAGE OR DISRUPTION). 11. REMOVE ALL EX151TINO FLOOR FINISHES (UNLE55 NOTED OTHERNI5E) AND PREPARE CONCRETE SLAB FLOOR FOR NEW FLOOR FINISHES. PATCH, REPAIR AND LEVEL EXISTING SLAB. INFORM ARCHITECT OF ANY IRREGULARITIES IN EXI5TING SLAB IMMEDIATELY. M. GENERAL CONTRACTOR 15 RESPONSIBLE TO PATCH AND/OR REPAIR EXISTING FLOOR SLAB, DEMISING NALL5 AND ROOF DEGK AFTER COMPLETION OF DEMO- LITION AND PRIOR TO GOMMENGEMENT OF NEW CONSTRUCTION (G.G. MUST CONTACT LANDLORD PRIOR TO ANY ROOF WORK AND COORDINATE ACCORD- INGLY). 13. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL DEMOLITION WORK AND MUST INFORM OWNER'S REPRESENTATIVE OF THE EXTENT OF SUCH WORK, PRIOR TO BIDDING. 14. GENERAL CONTRACTOR 15 TO DETERMINE HI5 RESPONSIBILITY FOR THE FLOOR SLAB AND DEMISING WALL INSTALLATION OR MODIFIGATTONS, WITH LANDLORD AND OWNERS REPRESENTATIVE T E T O MEET ALL TENANT IMPROVEMENT CRITERIA AND RESPONSIBILITY SET BY THE LANDLORD OR ONNER. GENERAL CONTRACTOR 15 TO VERIFY THE ACTUAL CONDITION OF THE PERIMETER DEM151N6 NALL5 ANP/OR FLOOR SLAB PRIOR TO BIDDING. BID 15 TO INCLUDE ALL WORK REQUIRED. D1V1510N III - SECTION IISECTION 03001 CONCRETE REPAIR I. PROVIDE LIGHT WEIGHT CONCRETE FILL WHERE SHOWN. FINISH CONCRETE TO MATCH ADJACENT FLOOR. 2. PRODUCTS MUST COMPLY WITH A5TM G150, A5TM G350, POTABLE WATER. DIVISION IV SECTION 04200 MA50NRY I. THE GONTRAGTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK INDICATED ON THE PLANS, OR NOT INDICATED ON THE PLANS YET INCIDENTAL TO THE ACCOMPLISHMENT OF OTHER WORK. WHERE APPLICABLE, MA50NRY WORK SHALL MATCH EXISTING WORK, FIN15H BRICK WORK SHALL BE NEATLY TOOTHED INTO EXISTING MA50NRY IF APPLICABLE. DIVISION V SECTION 05500 MISCELLANEOUS METALS I. DEGORATIVE METALS: INSTALL OWNER -PROVIDED DEGORATIVE METAL SUCH A5 5TAINLE55 STEEL, PREFINISHED METAL, ETC. AS INDICATED ON DRAWINGS, PER MANUFACTURER'S REGOMMENDATION5. DIVISION Vi SECTION 06100 ROUGH CARPENTRY I. PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHIGH IT WAS PRODUCED. ALL DIMENSIONAL LUMBER, BLOCKING s NAILER5 TO BE FIRE RETARDANT. ALL WOOD TO BE NO2 HEM -FIR, SPRUCE, OR NO2 SOUTHERN YELLOW PINE. UTILITY GRADE BOARDS TO COMPLY WITH PS 20 2. LAYOUT, GUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL BLOCKING, NAILER5, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED, BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, SGRENS AND BOLTS AS, NEGE55ARY. 3. FURNI5H AND INSTALL ALL 6ROUND5 OR BLOCKING REQUIRED TO RECEIVE STORE FIXTURES. 4. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC., A5 REQUIRED FOR CARPENTRY WORK. SECTION 06402 INTERIOR ARCHITECTURAL MILLWORK/WOODWORK I, RECEIVE AND INSTALL ALL FINISHED MILLWORK, CABINET WORK, PANELING, DOORS, FRAMES, ETC., AS, SHOWN ON DRAWINGS OR AS DIRECTED. .2. GUT AND FIT ALL MILLWORK AND SET PLUMB AND TRUE. COPE ALL IN-GORNER5, MITER ALL OUTSIDE CORNERS. 3. ALL PAINT FINISH NOOD TRIM TO BE PAINT GRADE NUMBER ONE POPLAR SMOOTH SANDED WITH TIGHT JOINTS, SCARFED HORIZONTAL, GLUED, AND NAILED. NO BUTT JOINTS WILL BE ACCEPTED. 4, BACK OUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT SPLITTING. 5. FIT ALL DOORS TO LEAVE EQUAL SPACES ON ALL SIDES. 6. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO PROTECT ALL FIN15HEP MILLWORK WITH VISQUEEN, CARDBOARD, ETC. 1. MANAGER'S DESK TO BE SUPPLIED AND INSTALLED BY GENERAL GONTRAGTOR. DESK TO CON515T OF A NHITE LAMINATE COUNTERTOP WITH 1 1/2" FRONT EDGE, 2" DIA. HOLES AT EACH END, AND TWO 12" DEEP WHITE MELAMINE SHELVES ON HEAVY DUTY BRACKETS AND 5TANDARD5 ® -2'-O" O.G. TOP OF DESK TO BE 30" A.F.F. SEE FLOOR PLAN FOR 51ZF AND LOCATION. 8. PLYWOOD AND M.D.F. PLYWOOD FOR GENERAL INTERIOR CARPENTRY SHALL BE 3/4" APA TRADEMARKED, G -D PLUGGED, UL LABELED, GLASS A, FIRE -RETARDANT TREATED, EXPOSURE I PANELS COMPLYING WITH PS -I. PROVIDE TREATMENT THAT YIELDS A FLAME SPREAD RATING OF NOT MORE THAN 25 NHEN TESTED AGGORDING TO A5TM E54. KILN DRY AFTER TREATMENT TO M015TURE CONTENT OF 15 % MAXIMUM. g. ALL MILLWORK AND 6A5ENORK TO COMPLY WITH Igg4 ANI QUALITY 5TANDARD5 FOR FIN15H CARPENTRY AND ARCHITECTURAL WOODWORKING CUSTOM GRADE OR BETTER. DIVISION VIl SECTION 07210 INSULATION I. ROOF ING/FLASHIN& - GENERAL CONTRACTOR TO CONTACT LANDLORD'S ON-51TE MANAGER FOR SPECIFICATIONS ON ROOF PATCHING OR NAME OF ROOFING CONTRACTOR TO CONTACT FOR REPAIRS. 2. INSULATION - GENERAL CONTRACTOR TO PROVIDE AND INSTALL RI61D AND/OR FULL BATT INSULATION AND VAPOR BARRIER AT NALL5 AND CEILING AS, REQUIRED BY LANDLORD AND CONSTRUCTION DRAWINGS. DIVISION VIII SECTION 08710 DOOR HARDWARE I. POOR HARDWARE: REFER TO DOOR 50HEPULE FOR HARDWARE 5PE05. 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GAUGE. SIZE AND SHAPE PER DOOR SCHEDULE. 5. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES. LABEL DOORS TO RECEIVE DOOR CLOSER. 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. SECTION 08400 GLASS DOORS I. GLASS DOORS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. .2. SEE DOOR SCHEDULE. 3. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS, SPECIFIED AND AS, DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. SECTION 08800 GLASS AND GLAZING I. GLA55 a. STOREFRONT GLASS TO BE HORIZONTALLY TEMPERED. 51ZE AND NUMBER OF PIECES AS 5HONN ON DRANIN05. GLAZING CONTRACTOR TO PROVIDE AND INSTALL ALL GLAZING CHANNELS, GASKETS, BLOCKING, ETC., REQUIRED FOR COMPLETE INSTALLATION. b. OWNER REQUIRES THAT STOREFRONT GLA55 NOT BOW MORE THAN +/- 1/16" OUT OF VERTICAL. c, ALL NON GLAZING SYSTEM GLASS TO BE TAPED / CAULKED ( N/ SILICON TO MATCH ADJAGENT FINISH UNLESS NOTED OTHERNI5E). 2. INSTALL STOREFRONT AS SHOWN ON DRAWINGS, CAREFULLY COORDINATING ALL TRADES INVOLVED. DIVISION IX SECTION Og255 GYPSUM DRYWALL I. FURNISH AND INSTALL ALL GYPSUM DRYNALL AND SYSTEMS, COMPLETE WITH PARTITION FRAMING CEILING ILIN SUSPENSION SYSTEMSN E A D RELATED ATED A GG E550RIE5, PARTS, MATERIALS, ETC. AS, 5HONN ON DRANING5 AND AS, SPECIFIED. ALL DRYNALL TO BE TAPED, TO RECEIVE THREE GOATS SPACKLE AND TO BE SANDED FOR FINISH. CORNERS AND ED6E5 TO HAVE GALVANIZED METAL CORNER BEAD, BEDDED AND SANDED FOR FINISH. ALL NORK TO CONFORM TO U.S. GYP5UM STANDARD SPECIFICATIONS OR EQUAL. V1515LE JOINTS ARE NOT AGGEPTABLE. 2. GYPSUM DRYWALL: U.5. GYPSUM 5/8" THICK FIRE CODE SHEETROGK (TYPE 'X') PANELS OF STANDARD QUALITY. GENERAL CONTRACTOR MAY USE NON- RATED 5/8" THICK BOARD IN AREAS OF STORE WHERE ALLOWED BY STATE AND LOCAL GODE5. ALWAYS USE TYPE 'X' ON DEM151NG NALLS. 3. FASTENERS: DRYWALL 5GREN5 OF PROPER SIZE AND TYPE, PER MANUFAC- TURER'S RECOMMENDATIONS. 4. METAL ACCESSORIES: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND JOINT TAPE. 5. JOINT TREATMENT: U.S. 6YP5UM OR GOLD BOND 5Y5TEM OF COMPONENTS AND JOINT TAPE. 6. METAL 5TUD5: 20 GA. GALVANIZED STEEL STUDS SIZED AS INDICATED ON DRAWINGS OR AS REQUIRED. INCLUDE ALL ACCESSORIES, SUCH AS, BRIDGING, TRACK, ETC. PROVIDE ALL MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES, FASTENERS, AND OTHER METAL ITEMS AS, REQUIRED. ALL ACCESSORIES SHALL BE HOT -DIPPED GALVANIZED. SECTION Og500 PAVERS I. PAVERS A5 5PEGIFIED IN FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE, 2. INSTALL PAVERS USING RECOMMENDED METHODS OF THE TILE GONTRAGTOR5 ASSOCIATION OF AMERICA AND THE TILE COUNCIL OF AMERICA, INC. 3. INSTALL PAVERS USING THIN-5ET METHOD WITH PORTLAND GEMENT GROUTING MORTAR. JOINTS AND NOT BE IRREGULAR IN WIDTH, UNLESS NOTED OTHERWISE (REFER TO FLOOR FINISH SCHEDULE). 4. ADHESIVE 15 TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR (PER MANUFACTURER'S SPECIFICATIONS). 5. CAREFULLY GLEAN ALL WORK AND REPLACE OR REPOINT ANY DAMAGED WORK AND LEAVE IN PERFECT CONDITION. USE NO ACID, AGENT OR DEVICE THAT WILL MAR SURFAGE. IF IN QUE5TION CONSULT WITH ONNER'5 REPRESENTATIVE FOR INSTRUCTIONS. (DO NOT POLISH PAVERS). 6. PAVERS ARE TO BE SET AB5OLUTELY FLUSH FOR A SMOOTH, LEVEL FLOOR WITHOUT TRIPPING HAZARDS. 7. THE GENERAL GONTRAGTOR 15 RESPONSIBLE TO CORRECT RAISED PAVERS FOR THE ENTIRE DURATION OF THE WARRANTY PERIOD AT THE DIRECTION OF THE ONNER'5 REPRESENTATIVE. A RA15ED PAVER SHALL BE ANY PAVER WHIGH 15 HIGHER THAN AN ADJACENT PAVER BY 1/8" OR MORE OR IN THE SOLE OPINION OF THE OWNER PRESENTS A TRIPPING HAZARD TO CUSTOMERS OR STAFF. SECTION 09511 CEILING SYSTEMS I. FURNISH AND INSTALL CEILING SYSTEM COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACGESSORIES AS, 5HONN ON DRAWINGS AND AS, SPECIFIED. 2. SUSPEN51ON SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES, CEILING, GRILLES, DIFFUSERS AND OTHER NORMAL ACGE55ORIES. PROVIDE SYSTEM COMPONENTS FROM A SINGLE MANUFACTURER. 3. INSTALL CEILING AND 5USPEN51ON SYSTEMS IN 5TRIGT ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. FINISH CEILING SHALL BE LEVEL, WITH JOINTS SNUG AND SQUARE, AND TILES OR PANELS IN PERFECT CONDITION. 4. MATERIALS AND FINISHES: a. REFER TO PRANIN65 FOR LOGATION OF SPECIFIED MATERIALS AND FINISHES. b, SALES GEILING: ARM5TRONG, 2'X2' "GIRRU5", WITH BEVELED TEGULLAR EDGE, FINE TEXTURE, COLOR: 'WHITE", 15/16" GRID TO MATCH. c. WHEN A ONE-HOUR FIRE -RATED GEILING ASSEMBLY IS REQUIRED BY LAND- LORD, STATE OR LOCAL CODES, THEN GENERAL CONTRACTOR 15 TO CONFORM WITH UNDERWRITER'S LABORATORIES DESIGN FOR A ONE-HOUR RATED ASSEMBLY. cl. G.G. TO PROVIDE ONE BOX OF THE 5PEGIFIED CEILING TILES ON 51TE FOR FUTURE USE. SECTION 09550 WOOD FLOORING I. INSTALL AS, SPECIFIED IN FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE. 2. PATGH TOP OF SLAB TO OBTAIN A SMOOTH, FLUSH SURFACE. 3. IT 15 CRITICAL THAT THE WOOD FLOOR BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFAGTURER'5 DIRECTIONS SHIPPED WITH THE MATERIALS. 4. INSTALL WOOD FLOORING WITH ALL SEAMS FLUSH AND TIGHT, NO GAPS. REFER TO FIN15H PLAN FOR DIRECTION - GUT TO FIT AS REQUIRED, INSTALL IN RANDOM LENGTHS. 5. WOOD FLOORING SHALL BE PROTECTED AT ALL TIMES WITH CARDBOARD, GRAFT PAPER, ETC. PROTECTION SHALL REMAIN IN PLACE UNTIL THE FINAL GLEANING PROCESS. SECTION 01660 VINYL RESILIENT TILE AND BASE I. FILL ALL CRACKS, JOINTS, ETC. IN 5UB-FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFAGTURER. INSTALL ALL MATERIALS KITH WATERPROOF TYPE ADHESIVES AS REGOMMENDED BY FLOORING MANUFACTURER FOR MA- TERIALS AND SURFACES INVOLVED, .2. VINYL GOVE BASE BY VPI, INC. COLOR: DARK BROWN. SECTION 09690 CARPET I. INSTALL AS SPECIFIED IN FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE. 2. FILL ALL CRACKS, JOINTS, ETC., IN SUB -FLOOR WITH CRACK FILLER APPROVED BY CARPET MANUFACTURER. 3. PROVIDE DIRECT GLUEDONN INSTALLATION USING MATERIAL AND METHODS REGOMMENDED BY CARPET MANUFACTURER. SEAL ALL SEAMS WITH SEAM ADHESIVE. 4, CONTRACTOR 15 TO BUILD-UP TRANSITION AREAS TO MAKE CARPET FLUSH WITH FACE OF ADJACENT MATERIALS ALLOWING FOR CRUSH OF CARPET. 5. CARPET SEAMS ARE TO RUN SAME DIRECTION AS PATTERN. LAY IN LARGE5T SECTIONS AS PRAGTIGAL - PATCHED AREAS WILL NOT BE AGGEPTED. 6. LEAVE ALL MAJOR 5GRAP PIECES AT JOB SITE, SECTION 09900 PAINTING, FINISHING, WALLCOVERING I. THE INTENT 15 TO PROVIDE A 5ATI5FAGTORY FIN15H TO ALL PARTS OF THE PROJECT, WHETHER NOTED HEREIN OR NOT, UNLE55 SPECIFICALLY STATED. OTHERWISE, COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF GOATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL GOATS OF SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE, SEE FINISH SCHEDULE. 2. PAINT GONTRAGTOR 15 TO REVIEW ELEVATIONS, FLOOR AND WALL FIN15H PLAN, CONSTRUCTION DETAIL SHEETS, REFLECTED CEILING PLAN, AND FIN15H PLAN FOR HELPFUL CLARIFICATION OF ITEMS AND SURFACES TO BE PAINTED. REQUEST 5HEET5 FROM HOME OFFICE IF REQUIRED. 3. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATE5,1_I6HTING FIXTURES AND 51MILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. 4. USE ONLY THE PAINT AND RELATED MATERIALS OF THE MANUFAGTURER'S SPECIFIED. 5, GLEAN ALL 5URFAGES TO BE PAINTED FREE OF LOOSE DIRT AND DUST BEFORE WORK 15 STARTED. 6, PAINTED DRYWALL TO RECEIVE ONE GOAT OF LATEX PRIMER AND TWO GOATS OF SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL GOAT. TOUGH UP ALL 5UGTION 5POT5 OR HOT SPOTS AFTER APPLICATION OF FIRST GOAT AND BEFORE APPLYING SECOND GOAT, TO PRODUCE AN EVEN RESULT IN THE FINISH GOAT. DRY ALL GOAT5 THOROUGHLY BEFORE APPLYING 5000EEDIN6 GOATS. FOLLOW MANUFAGTURER'5 RECOMMENDATIONS FOR REGOAT TIME. `1. STAINLESS STEEL, ALUMINUM, CHROME -PLATED SURFACES AND ALL OTHER BRIGHT METAL FIN15HE5 SHALL NOT BE PAINTED UNLE55 DIREGTED OTHERWISE. 8. WASH ALL METAL SURFACES WITH MINERAL SPIRITS TO REMOVE ALL DIRT AND GREASE BEFORE APPLYING FINISH. WHERE RUST AND/OR 56ALE 15 PRESENT, WIRE BRUSH OR SAND GLEAN BEFORE APPLYING FINISH. g. ALL METAL SURFACES PAINTED BY PAINT CONTRACTOR ARE TO BE PRIMED WITH A HIGH QUALITY METAL PRIMER (UNLESS NOTED OTHERWISE). FIN15H GOAT5 MUST NOT REVEAL BRUSH MARKS. SPRAY OR APPLY AS, NEEDED. 10. PUTTY ALL NAIL HOLES, COUNTERSINK SGRENS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. II. SAND ALL WOOD 5URFA6ES TO BE PAINTED SMOOTH AND EVEN BEFORE APPLYING FINISH. 12. ALL UNPAINTED WOODWORK SHALL RECEIVE: (REFER TO PLANS AND 5PEGIFIGATION5 BOOK FOR FINISH) a. ONE GOAT OF BENJAMIN MOORE #236 WOOD CONDITIONER. b. ONE GOAT OF SPECIFIED STAIN, G. THREE GOATS OF POLYURATHANE SATIN FIN15H VARNISH. 13. PAINT ALL DIFFUSERS, ACCESS DOORS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. IN/ON GYP. BOARD NALL5 AND/OR GEILING5. PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE. NOTED OR DIRECTED. 14. SAND ENAMELED FINISHES APPLIED TO WOOD OR METAL BETWEEN GOATS WITH FINE SANDPAPER TO PRODUCE SMOOTH, EVEN FINISH. 15. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE OF RUNS, 5A65, DEFECTIVE BRU5HING AND GI_OGGING. MAKE EDGES OF PAINT ADJOIN- ING OTHER MATERIALS OR GOLOR5 SHARP AND GLEAN WITHOUT OVERLAPPING. 16. FIELD PAINTING, EXCEPT TOUGH --UP, WILL NOT BE REQUIRED ON ITEMS SPECIFIED TO BE COMPLETELY FINISHED AT FACTORY (PRE -FINISHED), IJNLE55 SPECIFICALLY DESIGNATED. 17. RESTAIN ALL GUT EDGES OF PREFINISHED MATERIAL TO MATCH ORIGINAL FACTORY FINISH. A. FLOOR PREPARATION FOR FINISH FLOORING I. THE GENERAL CONTRACTOR SHALL EXAMINE EXISTING SLAB GONDITION5 TO DETERMINE TO WHAT EXTENT FLOOR PREPARATION, LEVELING, CHIP HAMMERING, ETC. WILL BE NEGE55ARY TO FURNISH A SMOOTH, LEVEL SUBSTRATE FOR THE PROPER INSTALLATION OF ALL FLOORING MATERIALS. THE COST OF SUCH WORK TO THE EXTENT THAT IT GAN BE DETERMINED DURING THE BID PROCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. UNEVEN 5UB5TRATE WILL NOT BE ACCEPTED AS, AN EXGU5E FOR POORLY INSTALLED FLOORING MATERIALS. B. 5EALANT5 1. PROVIDE SEALANTS FOR INTERIOR CONTROL JOINTS, AT JUNCTIONS OF P1551MILAR MATERIALS, AND AT DOOR AND WINDOW FRAME GA51N65. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFAGTURER'5 INSTRUCTIONS. 2. GENERAL INTERIOR SEALANT SHALL BE A ONE -PART ACRYLIC, LATEX GOMPATIBLE WITH LATEX AND OIL -BASED PAINTS: TREMGO ACRYLIC LATEX CAULK, PECORA AOZYLIG LATEX AG 20, SONNEBORN 50NOLAG, USE PRIMERS AND FILLERS RECOMMENDED BY THE SEALANT MANUFACTURER. COLORS TO BE SELECTED FROM THE MANUFACTURER'S STANDARDS. G. CONTROL AND EXPAN51ON JOINTS FOR FIN15H FLOORING I. THE CONTRACTOR 15 RESPONSIBLE TO EXAMINE THE SUBSTRATE AND INSTALL CONTROL OR EXPAN51ON JOINTS AS REQUIRED DUE TO EX15TINO CONDITIONS. WHEN CONTROL JOINTS/EXPANSION JOINTS ARE REQUIRED, THE CONTRACTOR 15 TO CONTACT THE ONNER'5 REPRESENTATIVE FOR APPROVAL OF METHODS OR SYSTEMS PRIOR TO INSTALLATION. VIV151ON X SPECIALTIES AND MISCELLANEOUS A. CABINET WORK I. PREFINI5HED CABINETS ARE SUPPLIED BY OWNER AND 5HIPPED TO JOB 51TE UNA55EMBLED. GENERAL CONTRACTOR 15 TO ASSEMBLE ALL CABINETS REFER- RING TO CONSTRUCTION AND INSTALLATION DETAILS PROVIDED BY OWNER. .2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UNLOADING, IN5PEGTING AND STORAGE OF CABINET COMPONENTS. GENERAL GONTRAGTOR SHALL IMME- DIATELY INFORM ONNER OF ANY D15GREPANGIE5 IN TYPE OR AMOUNT OF CABINET COMPONENTS OR ANY DAMAGE. 3. GENERAL GONTRAGTOR SHALL TAKE PRECAUTIONS DURING STORAGE TO EN5URE GOMPONENTS ARE NOT DAMAGED. 4. GENERAL CONTRACTOR SHALL A55EMB1-E AND INSTALL CABINETS IN LOCATIONS SHOWN ON PLANS. a. GENERAL CONTRACTOR SHALL TAKE PRECAUTIONS DURING INSTALLATION NOT TO DAMAGE PREPIN15HED COMPONENTS. b. GENERAL CONTRACTOR TO FASTEN COMPONENTS TOGETHER PLACING FASTENERS AS INCONSPICUOUSLY AS POSSIBLE. c. GENERAL GONTRAGTOR 15 TO INSTALL ALL COMPONENTS WITH EXPERIENCED FINISH CARPENTERS ONLY TO A55URE QUALITY ASSEMBLY. B. ACCESS PANELS ARE MANUFACTURED BY: MILGOR - MILGOR LIMITED PARTNERSHIP, 1150 N. GABLE RD., LIMA, OH 45805, TEL: I-800-528-1411. PRODUGT NO. 5218-020 (PRIME PAINTED). G.G. TO PAINT ACCESS DOOR TO MATCH ADJACENT DRYWALL CEILING. TURN KEYS OVER TO STORE MANAGER AT CONSTRUCTION TURNOVER. G. THE GENERAL CONTRACTOR 15 RESPON515LE TO A55EMBLE ALL MISCELLANEOUS NON-5ALE5 AREA WALL STANDARDS, 5HELVE5, BRACKETS, ETC. D. RESTORE LANDLORD'5 STRUGTURAL STEEL FIREPROOFING TO MAINTAIN INTEGRITY OF SAME. E. GLEANING: I. ALL PUNGH-LIST ITEMS TO BE COMPLETE NITHIN 10 WORKING DAYS OF RECEIPT. ALL WORK NOT COMPLETED WITHIN THE ALOTTEO TIME WILL BE COMPLETED BY THE OWNER AND THE COST WILL BE DEDUCTED FROM FINAL PAYMENT TO GENERAL CONTRACTOR. .2. THE PREMISES 15 TO BE TURNED OVER CLEAR OF ALL DEBRIS, PACKING BOXES, WRAPPING5 AND EXCESS MATERIALS, STORE TO BE LEFT IN VAGUUM-5YVEPT CONDITION. 3. ALL MIRROR AND GLASS TO BE GLEANED OF PROTECTIVE PADS, MA5TIG AND MARKINGS. 4. ALL ELECTRICAL PANELS AND BREAKERS TO BE PROPERLY MARKED. 5. SET TIMERS FOR PROPER TIMES OF OPERATION OF STOREFRONT LIGHTS AND SIGN. 6. GENERAL CONTRACTOR TO MOUNT AT MANAGER'S DESK A PERMANENTLY FRAMED CERTIFICATE OF OCCUPANCY WITH A COPY TO OWNER. -1. GENERAL CONTRACTOR TO PROVIDE A MARKED -UP 5ET OF PRINTS TO OWNER SHOWING CONSTRUCTION AS, -BUILT (PRIOR TO FINAL PAYMENT). 8. A COMPLETE LIST OF ALL SUBCONTRAGTORS' NAMES, ADDRESSES AND TELEPHONE NUMBERS TO BE SUBMITTED TO STORE MANAGER, AND OWNER. F. PROVIDE UL AND FM LISTED EXTINGUISHER KITH RECESSED MOUNTED CABINET. INSTALL EXTINGUISHER(5) WITH 75 FT MINIMUM TRAVEL DISTANCE TO ALL PARTS OF STORE OR AS DIRECTED BY THE FIRE MARSHALL. DIV1510N XI EQUIPMENT A. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR 5PECIFIGATION5. DIVISION Al FURNISHING A. GENERAL CONTRACTOR 15 RESPONSIBLE FOR A55EMBLY AND PLACEMENT OF OFFICE AND NON-5ALE5 EQUIPMENT AND FURNITURE. B. THE CONTRACTOR 15 RESPONSIBLE TO UNGRATE, ASSEMBLE, AND PLACE TRADE FIXTURES AND PRESENTATION ITEMS IN 5ALE5 AREA -REFER TO THE INVENTORY SENT WITH THE BID PACKAGE FOR APPROXIMATE QUANTITY OF FIXTURES. FIXTURES TO BE LOCATED PER THE DIRECTION OF THE OWNER. Oh/1510N XV MECHANICAL A. SEE MECHANICAL DRANIN65 FOR SPECIFICATIONS. DIV1510N XVI ELECTRICAL A. SEE ELECTRICAL DRAWINGS FOR 5PEGIFIGATION5. - -- - .... ..:.,. .,., .. 9 - - .r .. .. r, .. ... ,. :.., ..� - - - - - :.o... ., .... ., .. �. . ,.. .. .r "r ,i" :.r,.,. .. ...,.7.. . t, ,,11 11 X:,.. ,11 ..-., . �. ,. :.. :.. ,, 7 P.m �� � -- -------- - - __ __ q� PROJECT NO. M80-2-1 DATE- NOV. 5, 2008 DRAIN BY- LSS STORE NUMBER- 1-725 SCALE- AS NOTED PILE A60_SANORD_i"1..DWG REVISIONS BUILDING DEPT. 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L I.,..,. lk 0���M i • E jg ¢a3 YOt....'. - J f„ t „ , : iq Ll CO 0) r- O �CC) � N 1 Q N L cr) 0) c0 E A t �oa7rn N sE yfy n4ll, y;r fY�oo 7�, C co c(u J �x� y Y"5: g gy F ii . uz S f� r�Wc - J f„ t „ , : iq Ll CO 0) r- O �CC) � N 1 Q N L cr) 0) c0 E A t �oa7rn N sE yfy n4ll, y;r fY�oo 7�, C co c(u J �x� S � f'�ni•Y �� � € h F� r�Wc 67) O cd L o 'fir q:2 LLL LL ( a t � ... - J f„ t „ , : iq Ll CO 0) r- O �CC) � N 1 Q N L cr) 0) c0 4-4 �oa7rn U fY�oo 7�, C co c(u J �x� W r--- -U r�Wc 67) O cd L o 'fir q:2 LLL LL ( 1 PROJECT NO. MOOS 7 DATE- NOY. 5, 2000 DRAWN BY- L55 STORE NUMBER- 1-125 SCALE- A5 NOTED FILE- PX2_5ANFORD_P!_.UW6 RE MONS EVI-DINO DEPT. REVIEW FOR PERMIT AND BID 5ET5 1115/08 SHEET TITLE' FIXTURE DETAILS r r r LANDLORD'S MECHANICAL NOTES A. INTERFACE WITH LANDLORD'S ENERGY MANAGEMENT SYSTEM. CONTRACTOR SHALL COMPLETE INTERFACE, AND OPERATION OF SAME SHALL BE SUCCESSFULLY DEMONSTRATED FOR LANDLORD'S FIELD REPRESENTATIVE PRIOR TO OCCUPANCY. B. COORDINATE DISCREPANCIES BETWEEN DOCUMENTS AND FIELD CONDITIONS WITH TENANT OR HIS AUTHORIZED AGENT. COORDINATE THE EXTENSION, MODIFICATION, FINAL CONNECTION AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS WITH THE LANDLORD'S FIELD REPRESENTATIVE. C. SCHEDULE BALANCING WITH LANDLORD'S FIELD REPRESENTATIVE. PROVIDE A COPY OF APPROVED TEST AND BALANCE REPORT TO LANDLORD. D. LANDLORD -APPROVED CONTRACTOR SHALL BE EMPLOYED BY TENANT TO MODIFY, INSTALL SYSTEM AND PREPARE FIRE PROTECTION CONTRACT DOCUMENTS FOR CODE AND LANDLORD INSURER'S APPROVALS. E. ALL FIRE PROTECTION WORK AND SPRINKLER SYSTEM MODIFICATIONS SHALL BE SCHEDULED IN ADVANCE WITH LANDLORD'S FIELD REPRESENTATIVE. SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN CONTRACTOR IS NOT ON SITE. F. VERIFY THE SIZE, LOCATION AND CONDITION OF THE EXISTING PRIMARY DUCTWORK, VAV BOX AND TEMPERATURE CONTROLS. REPLACE EXISTING COMPONENTS IF THEY ARE INADEQUATE FOR THE NEW REQUIREMENTS OR INOPERABLE. COORDINATE REPLACEMENT COMPONENT SPECIFICATIONS WITH THE LANDLORD FIELD REPRESENTATIVE. G. FILTER MEDIA SHALL BE UTILIZED TO PROTECT ALL RETURN DUCTS AND OPENINGS DURING CONSTRUCTION. H. FLEXIBLE DUCTWORK SHALL BE LIMITED TO A MAXIMUM OF 5'-0" PER BRANCH RUNOUT. ELBOWS SHALL BE INSTALLED TO MAINTAIN A ONE AND ONE HALF -DIAMETER CENTERLINE RADIUS. I. A MINIMUM OF FOUR EQUIVALENT DIAMETERS OF STRAIGHT DUCTWORK IS REQUIRED IMMEDIATELY UPSTREAM OF THE VAV BOX INLET. J. NO FLEXIBLE DUCTWORK OR VOLUME DAMPERS SHALL BE UTILIZED UPSTREAM OF THE VAV BOX. K. LOAD CALCULATIONS ARE BASED ON ACTUAL LIGHT FIXTURE COUNT - NOT WATTS PER SQUARE FOOT. L. CONFIRM EXISTING DEMISING WALL RETURN AIR OPENINGS PROVIDE A MINIMUM FREE AREA OF 16 SQUARE FEET PER ADJACENT TENANT SERVED BY THE SAME CENTRAL AIR SYSTEM. ADD ADDITIONAL OPENINGS WHERE REQUIRED TO ACHIEVE THE MINIMUM FREE AREA. INDICATE OPENING LOCATION(S) AND SIZE(S) MUST BE COORDINATED WITH THE LANDLORD'S FIELD REPRESENTATIVE. SPRINKLER NOTES TENANT'S SPRINKLER CONTRACTOR IS RESPONSIBLE FOR DESIGN COORDINATION OF SPRINKLER SYSTEM TO FIT CEILING LAYOUT AND TO AVOID CONFLICT WITH OTHER TRADES. ALL SPRINKLER WORK IS TO BE PERFORMED BY LANDLORD'S APPROVED SPRINKLER CONTRACTOR AT TENANT CONTRACTOR'S EXPENSE. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN TO COORDINATE EXACT LOCATION OF CEILING FIXTURES. IF DISCREPANCIES EXIST BETWEEN THIS SHEET AND ARCHITECTURAL REFLECTED CEILING PLAN, ARCHITECTURAL REFLECTED CEILING PLAN WILL TAKE PRECEDENCE. TENANT'S FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL LAYOUT AND HYDRAULICALLY CALCULATED PIPE SIZES. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. CONNECTION TO LANDLORD SPRINKLER SYSTEM MAIN PIPING SHALL BE SCHEDULED IN ADVANCE WITH LANDLORD'S FIELD REPRESENTATIVE. REFER TO ARCH. REFLECTED CEILING PLAN FOR CEILING HEIGHTS. SPRINKLER SYSTEM MUST BE CHARGED AND OPERATIONAL WHEN WORKERS ARE NOT ON SITE. SCHEDULE OF DIFFUSERS, REGISTERS AND GRILLES UNIT NC MANUFACTURER MODEL SIZE OF DIFFUSER NOTES A B TITUS TITUS TMS 24" X 24" 1 2 1 3 50F 24" X 24" C TITUS TMR _ 35ORL - D TITUS 12" X 12" NOTES: 1. SUPPLY AIR DIFFUSER WITH OPPOSED BLADE DAMPER. 2. 1/2- X 1/2- X 1/2- EGGCRATE RETURN AIR GRILLE. 3. 35' DEFLECTION RETURN AIR GRILLE. POINT VANES TOWARD NEAREST WALL. I< �4> OF-2 �I 1/2' O 3 WATER RISER M-1 N.T.S. 2 PLUMBING PLAN M-1 1/4'. = 1'_O" 0 1 2 4 8 FEET GENERAL PLUMBING NOTES A. ALL EQUIPMENT, INSTALLATION AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LANDLORD CRITERIA. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING STUB -INS, TAPS, ETC. FOR PLUMBING SYSTEMS WITHIN TENANT SPACE. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO THE LANDLORD'S BASE SYSTEMS. COORDINATE ALL SYSTEMS IN FIELD. D. REMOVE ALL EXISTING PLUMBING FIXTURES, PIPING SYSTEMS, ETC. NOT BEING REUSED. DO NOT JUST ABANDON. HVAC CONTROLS THERMOSTAT HONEYWELL T7350H1017, OR APPROVED EQUAL, ELECTRONIC, 7 -DAY PROGRAMMABLE, MODULATING CONTROL THERMOSTAT WITH SUBBASE FOR EACH UNIT. THERMOSTAT MUST BE CAPABLE OF NIGHT SETBACK FUNCTION. PROVIDE TG511 CLEAR LOCKING COVER. MOUNT THERMOSTAT AT 4'-0" A.F.F. SEQUENCE OF OPERATION EXISTING SEQUENCE OF OPERATION TO REMAIN UNCHANGED. MECHANICAL KEY NOTES (D 1. EXISTING VAV BOX AND ALL ASSOCIATED DUCT CONNECTIONS TO REMAIN. BALANCE TO 1050 CFM PRIMARY AIR, 310 CFM MIN. PRIMARY AIR AND 300 CFM FAN AIR. SEE MECHANICAL NOTES FOR REFURBISHING REQUIREMENTS. 2. T -STAT - MOUNT AT 4'-0" A.F.F. 3. 48" X 24" RETURN AIR OPENING AT 14'-0" A.F.F.. 4. SEE PLUMBING PLAN AND RISER DIAGRAMS ON THIS SHEET FOR PLUMBING WORK IN THIS AREA. 5. LANDLORD'S EXISTING SUPPLY AIR DUCTWORK TO REMAIN. 6. RETURN AIR BACK TO LANDLORD HVAC TO EXIT SPACE THROUGH LANDLORD'S EXISTING 48/24 RETURN AIR OPENING WITH FIREDAMPER. 7. UPRIGHT SPRINKLER HEAD ABOVE TOILET ROOM IN OPEN CEILING AREA IN STOCK ROOM. PENDANT SPRINKLER HEAD IN GYP. BRD. CEILING IN TOILET ROOM. o� GENERAL MECHANICAL NOTES A. THESE DRAWINGS ARE SCHEMATIC IN CHARACTER AND MUST NOT BE SCALED. THE CONTRACTOR SHALL FIT THE WORK TO THE JOB, CAREFULLY INVESTIGATING THE STRUCTURAL, ELECTRICAL, ARCHITECTURAL SPACES AND FINISH CONDITIONS AFFECTING THE WORK ACCORDINGLY AND FURNISHING NECESSARY BENDS, OFFSETS, AND FITTINGS, JUNCTIONS ETC., WHETHER OR NOT SPECIFICALLY SHOWN OR CALLED FOR, AND SEE THAT THERE ARE NO INTERFERENCES BETWEEN THIS WORK AND THE WORK OF ANY OTHER TRADE. B. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL HIS SUBCONTRACTORS WITH ALL OTHER DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL HIS SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. C. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE. D. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS, THE CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS. E. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN OR SPECIFIED ON OTHER CONTRACT DOCUMENTS. F. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS THAT ARE NOT DIMENSIONED ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS SHALL BE BASED UPON PROJECT SITE CONDITIONS. DO NOT SCALE DRAWINGS. G. ALL EQUIPMENT, PIPING AND DUCTWORK NOT BEING USED OR SHOWN TO REMAIN SHALL BE FULLY REMOVED AND NOT ABANDONED IN PLACE. H. ALL EQUIPMENT, INSTALLATIONS AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LANDLORD CRITERIA. I. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO THE LANDLORD'S BASE BUILDING SYSTEMS AS APPLICABLE, AND FOR FIELD VERIFYING, PRIOR TO FINAL BID, ALL EXISTING STUB -INS, TAPS, ETC. FOR MECHANICAL SYSTEMS WITHIN TENANT'S SPACE. COORDINATE ALL SYSTEMS IN FIELD. J. NO FIBERGLASS DUCTBOARD ALLOWED. K. EXISTING DUCTWORK MAY BE RE -USED WHERE DUCT SIZES AND CONDITIONS MEET OR EXCEED THOSE SHOWN AND SPECIFIED. DUCT SIZES SHOWN ON DRAWINGS ARE MINIMUM REQUIRED SIZES. CLEAN ALL RE -USED DUCTWORK THOROUGHLY PRIOR TO FINAL CONNECTION. DO NOT RE -USE LINED DUCTWORK. L. COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING ITEMS AND MAKE MINOR DUCT MODIFICATIONS AS NECESSARY. M. BRANCH DUCT RUNOUTS TO DIFFUSERS SHALL BE SAME SIZE AS DIFFUSER NECK UNLESS SHOWN OTHERWISE. N. HARD PIPING SHALL BE UTILIZED FOR ALL OPEN CEILING DIFFUSER RUNOUTS. 0. CONTRACTOR MAY, AT HIS OPTION, REPLACE RECTANGULAR DUCTWORK SHOWN WITH ROUND, SPIRAL DUCT OF EQUIVALENT CAPACITY. P. THE CONTRACTOR SHALL SERVICE AND REPAIR THE EXISTING EQUIPMENT AND IT'S ACCESSORIES AS FOLLOWS: CLEAN ALL COILS, REPLACE FILTERS AND BELTS, INSPECT AND REPAIR OR REPLACE AS REQUIRED ECONOMIZERS, DRIVES, FAN BEARINGS, MOTORS, BELTS, SHEAVES, CONTROL COMPONENTS, VALVES, AND ALL OTHER ITEMS NECESSARY FOR A COMPLETE AND PROPERLY OPERATING SYSTEM OPERATING AT DESIGN AIRFLOWS AS SHOWN. Q. CONTRACTOR SHALL BALANCE ALL HVAC SYSTEMS PER SECTION 15950 IN THE MECHANICAL SPECIFICATIONS. VERIFY ALL CONDITIONS IN FIELD PLUMBING KEY NOTES O 1. EXTEND AND CONNECT 1/2" COLD WATER TO EXISTING COLD WATER PIPING. 2. INSTANTANEOUS WATER HEATER. INSTALL BELOW LAV SO AS NOT TO IMPEDE ON HANDICAP ACCESSIBILITY. 3. EXISTING TOILET ROOM FIXTURES TO REMAIN. 4. EXISTING 1/2- CW TO LAV. OUTSIDE AIR NOTE: THE HVAC SYSTEM IN THIS SPACE EMPLOYS A VAV SYSTEM. THIS SYSTEM RECEIVES CONDITIONED AIR, INCLUDING OUTSIDE AIR, FROM THE LANDLORD'S CENTRAL SYSTEM. AS SUCH, THIS TENANT HAS NO CONTROL OVER THE AMOUNT OF OUTSIDE AIR PROVIDED TO THIS LEASED SPACE. 1 MECHANICAL P LAN M-1 0 1 2 4 8 FEET E l — �_j1'� f L5) 1 PLUMBING SYMBOL LEGEND DRAWING SYMBOL SYMBOL DESCRIPTION ISI BALL VALVE UNION 0 SPRINKLER SYMBOL LEGEND DRAWING SYMBOL SYMBOL DESCRIPTION + SEMI -RECESSED HEAD CONCEALED HEAD UPRIGHT HEAD 0 LINETYPE LEGEND - - -- - DOMESTIC COLD WATER - - - - — - — - DOMESTIC COLD WATER (EXISTING) - - - - - - - - - - - - DOMESTIC HOT WATER - - - — - - — - - - - - - - DOMESTIC HOT WATER (EXISTING) ELECTRIC WATER HEATER SCHEDULE UNIT MANUFACTURER MODEL KW CAPACITY I STAGES I VOLTAGE I TEMPERATURE ACCESSORIES REMARKS NO. (GAL.) RISE (DEGREES) AT .5 GPM WH -1 CHRONOMITE SR-30L_I 3.6 11 1 120/l/60_1 49 SEE SPEC NONE L L L �� RICHARD L. FEIG CONSULTING ENGINEER 6300 W. OLD SHAKOPEE ROAD SUITE 140 BLOOMINGTON, MINNESOTA 55438 OFFICE (952) 346-4180 FAX (952) 346-4181 E—MAIL projectsCwjsutherland.com sn�0 HVAC SYMBOL LEGEND U DRAWING SYMBOL DRAWING SYMBOL SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® A -XX CEILING DIFFUSER TYPE -RUNOUT AND NECK SIZE - SUPPLY AIR .._........ _ . . _. _. _ _ .. 300 CFM RETURN/EXHAUST AIR C -XX RETURN EXHAUST - TYPE -SIZE MANUAL VOLUME DAMPER 180 GRILLE REGISTER CFM - _ FLEXIBLE DUCTWORK - 5'-0" MAX. BRANCH DUCT SPIN -IN FITTING REVISION TRIANGLE -_ -- _ 1O KEY NOTE ROUND ELBOW POINT OF CONNECTION NEW TO EXISTING -- --- _ - - --- - .. --- NEW DUCTWORK ----' TRANSITION — — — — EXISTING HVAC [� TEMPERATURE SENSOR FIRE DAMPER ELECTRIC WATER HEATER SCHEDULE UNIT MANUFACTURER MODEL KW CAPACITY I STAGES I VOLTAGE I TEMPERATURE ACCESSORIES REMARKS NO. (GAL.) RISE (DEGREES) AT .5 GPM WH -1 CHRONOMITE SR-30L_I 3.6 11 1 120/l/60_1 49 SEE SPEC NONE L L L �� RICHARD L. FEIG CONSULTING ENGINEER 6300 W. OLD SHAKOPEE ROAD SUITE 140 BLOOMINGTON, MINNESOTA 55438 OFFICE (952) 346-4180 FAX (952) 346-4181 E—MAIL projectsCwjsutherland.com sn�0 U 4)(0a,0 U 3 �P, U c Lo Q °ir-� ■-00X g�CL� a� '• r in f •.c,i�: r•�1 .�•�J�•J V RICHARD L. FEIG P.E. FL P.E. N0. 46328 PROJECT NO. 715-062 DATE: NOV. 3, 2008 DRAWN BY: AMH/CDS STORE NUMBER: SCALE: AS NOTED FILE: REVISIONS: BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 11/3/08 SHEET TITLE: MECHANICAL & PLUMBING PLANS M-1 r r r M E C H A N I C A L S P E C I F I C A T 1 0 N S 15000 - GENERAL PROVISIONS 0.01 DEFINITIONS: THE TERMS LISTED BELOW ARE DEFINED AS FOLLOWS WHEN USED IN DIVISION 15 WORK AND ONLY DIVISION 15 WORK. 1. WORK: LABOR AND MATERIALS OF THE CONTRACTOR AND/OR SUBCONTRACTOR. 2. FURNISH: OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOBSITE IN NEW CONDITION AND GUARANTEE. 3. INSTALL: RECEIVE AT THE JOB -SITE, UNLOAD, STORE, SET IN PLACE, CONNECT, PLACE IN OPERATION AND GUARANTEE. 4. PROVIDE: FURNISH AND INSTALL, 5. CONNECT: BRING SERVICE TO THE EQUIPMENT AND MAKE FINAL ATTACHMENTS INCLUDING NECESSARY PIPE FITTINGS, DUCTWORK, TRANSITIONS, ETC. 6. CONCEALED: HIDDEN FROM SIGHT IN CHASES, FURRED SPACES, SHAFTS, ABOVE CEILING, EMBEDDED IN CONSTRUCTION, IN CRAWL SPACES OR BURIED. 7. EXPOSED: NOT INSTALLED UNDERGROUND NOR CONCEALED AS DEFINED ABOVE. 0.02 PERFORMANCE: MECHANICAL CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS OTHERWISE NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANLIKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE TRADE. 0.03 SITE EXAMINATION: EXAMINE SITE BEFORE BIDDING. CLAIM NO EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF SITE CONDITIONS. IF SITE CONDITIONS REQUIRE MODIFICATION OF THE SYSTEMS INDICATED IN THESE DOCUMENTS, SO ADVISE ENGINEER, AND IF ACCEPTED BY ENGINEER, INCLUDE COST OF SUCH MODIFICATIONS IN BID. 0.04 JOBSITE CONDITIONS: ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 0.05 FULL FUNCTION: PROVIDE ALL MINOR ITEMS NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL INSTALLATION. 0.06 ADMINISTRATION: PROVIDE EVIDENCE OF LICENSING, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED. 0.07 PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES. 0.08 COORDINATION: CONFORM TO GENERAL CONSTRUCTION CONTRACT DOCUMENTS EXCEPT AS MODIFIED HEREIN. REFER ALSO TO STRUCTURAL AND ELECTRICAL CONTRACT DOCUMENTS. COORDINATE ALL WORK WITH OTHER TRADES. 0.09 CUTTING AND PATCHING: CUT AND PATCH AS REQUIRED. CUT OR WELD STRUCTURAL MEMBERS ONLY WITH APPROVAL OF STRUCTURAL ENGINEER. PATCHING SUBJECT TO APPROVAL BY ARCHITECT. 0.10 EXISTING FLOORS: TRENCH OR CORE BORE EXISTING FLOORS PER LANDLORD REQUIREMENTS. 0.11 ROOF PENETRATIONS: COORDINATE WITH LANDLORD. 0.12 EQUIPMENT SUBSTITUTIONS: REIMBURSE ELECTRICAL CONTRACTOR, AT NO CHARGE TO TENANT, FOR HIS COSTS INCURRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT HAVING ELECTRICAL REQUIREMENTS DIFFERING FROM, THOSE INDICATED. 0.13 ADJUSTMENTS: MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. 0.14 REFERENCE STANDARDS: COMPLY WITH APPLICABLE STANDARDS OF NFPA, ANSI, UL, ASHRAE, AND SMACNA, EXCEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS. 0.15 LOCAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF APPLICABLE CODES, LANDLORD, SERVING UTILITIES, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLATION BY LANDLORD, LOCAL AUTHORITY, AND OTHERS AS REQUIRED. 0.16 MATERIALS AND EQUIPMENT: PROVIDE NEW, UL LISTED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES, SUITABLE FOR ENVIRONMENT. REUSE EXISTING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDITION, AND APPROVED BY THE ENGINEER. 0.17 SHOP DRAWINGS: BEFORE ORDERING EQUIPMENT AND MATERIALS, SUBMIT NOT LESS THAN FIVE CERTIFIED COPIES OF ALL SHOP AND EQUIPMENT DRAWINGS FOR ENGINEER'S REVIEW, WHO WILL RETAIN TWO COPIES. ONLY FURNISH SYSTEMS AND EQUIPMENT IN COMPLIANCE WITH ACCEPTED SHOP DRAWINGS. 0.18 INSTALLATION: INSTALL ALL MATERIALS, EQUIPMENT AND SYSTEMS IN FULL ACCORD WITH MANUFACTURERS' INSTRUCTIONS. 0.19 LAYOUT: INSTALL ALL PIPING AND DUCTWORK TO PRESENT A NEAT AND ORDERLY APPEARANCE. RUN ALL LINES PARALLEL WITH BUILDING CONSTRUCTION. MAINTAIN HEADROOM AND EQUIPMENT CLEARANCE, AND GRADIENT WHERE REQUIRED. ALLOW FOR EXPANSION AND CONTRACTION. 0.20 ACCESS DOORS: PROVIDE ACCESS DOORS OR PANELS FOR ALL VALVES, CLEANOUTS, DAMPERS, CONTROLS, DEVICES, AND OTHER ITEMS REQUIRING INSPECTION OR MAINTENANCE. ACCESS PANELS SERVING HVAC COMPONENTS SHALL BE 12 -INCHES BY 12 -INCHES MINIMUM OR LARGER TO PROVIDE SUFFICIENT WORKING CLEARANCE FOR COMPONENT BEING ACCESSED. 0.21 COMMISSIONING: THOROUGHLY TEST AND DEMONSTRATE PROPER OPERATION OF ALL SYSTEMS AND EQUIPMENT FURNISHED OR INSTALLED UNDER THIS CONTRACT. 0.22 0 & M MANUALS: AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER OR OPERATOR. THE MANUAL SHALL INCLUDE BASIC DATA RELATING TO THE OPERATION AND MAINTENANCE OF HVAC SYSTEMS AND EQUIPMENT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. WHERE APPLICABLE, HVAC CONTROLS INFORMATION SUCH AS DIAGRAMS, SCHEMATICS, CONTROL SEQUENCE DESCRIPTIONS, AND MAINTENANCE AND CALIBRATION INFORMATION SHALL BE INCLUDED. 0.23 WARRANTY: UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. DURING WARRANTY PERIOD, REPAIR OR REPLACE DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP WITHOUT COST TO TENANT. 0.24 EQUIPMENT IDENTIFICATION: IDENTIFY ALL APPLICABLE ROOFTOP EQUIPMENT WITH TENANT'S NAME AND SPACE NUMBER, USING 2" PAINTED CHARACTERS OR STAMPED METAL TAG. 0.25 DRAWINGS ARE DIAGRAMMATIC: VERIFY ALL DIMENSIONS AND LENGTHS, AND ADJUST EQUIPMENT, PIPE AND DUCT LOCATIONS TO AVOID CONFLICTS WITH OTHER CONSTRUCTION AND TRADES. 0.26 DOCUMENT PRIORITY: DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS. 0.27 RATINGS: REFER TO DRAWINGS AND SCHEDULES FOR ADDITIONAL RATINGS AND REQUIREMENTS. 0.28 PROJECT REQUIREMENTS: REFER TO DRAWINGS FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS INCLUDED IN THESE SPECIFICATIONS MAY BE REQUIRED FOR THIS PROJECT. 0.29 DOCUMENT ERRORS: NOTIFY THE ENGINEER OF ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, OR, FAILING SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME WITHOUT COST TO TENANT, ARCHITECT OR ENGINEER. 15200 - THERMAL AND ACOUSTIC INSULATION 2.10 VIBRATION ISOLATION: PROVIDE EFFECTIVE VIBRATION ISOLATION DEVICES, AND FLEXIBLE CONNECTIONS, FOR ALL MOVING MACHINERY. PROVIDE DEVICES IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE ASHRAE HANDBOOK, HVAC APPLICATIONS (LATEST EDITION), CHAPTER "SOUND AND VIBRATION CONTROL". 2.20 NOISE TRANSMISSION: INSTALL PIPING AND DUCTWORK FREE FROM CONTACT WITH STRUCTURE OR EQUIPMENT TO PREVENT NOISE TRANSMISSION, 2.30 INSULATION REQUIREMENTS: INSULATE SYSTEMS AS SPECIFIED ONLY AFTER THEY HAVE BEEN TESTED AND INSPECTED. CLEAN ALL SURFACES THOROUGHLY OF MOISTURE, FOREIGN MATERIAL, GREASE, AND RUST. INSTALL INSULATION CONTINUOUS THROUGH PENETRATIONS. 2.34 ACOUSTICALLY LINED SUPPLY DUCT: UNLESS OTHERWISE INDICATED ON THE PLANS, LINE SUPPLY AND RETURN DUCTWORK WITHIN 10 -FEET OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS WITH 1" THICK GLASS FIBER ACOUSTICAL DUCT LINER BOARD, OWENS-CORNING, OR EQUAL. INCREASE DUCT SIZE INDICATED ON PLANS 2" EACH DIMENSION TO ACCOMMODATE DUCT LINER. MATERIALS SHALL HAVE A MOLD-, HUMIDITY-, AND CORROSION -RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF UL 181. 2.35 EXTERNALLY INSULATED SUPPLY DUCT: INSULATE SHEET METAL DUCTWORK WITH 2 -INCH FIBERGLASS BLANKET DUCT WRAP WITH AN INTEGRAL VAPOR BARRIER FACING, OWENS-CORNING, OR EQUAL. THE INSULATION SHALL HAVE MINIMUM R = 3.0 HR-SQ.FT.-DEG. F/BTU-IN. THERMAL RESISTANCE. DO NOT INSULATE SUPPLY AIR DUCTWORK IN CONDITIONED SPACES UNLESS OTHERWISE INDICATED ON THE DRAWINGS (RETURN AIR PLENUMS ARE NOT TO BE CONSIDERED AS CONDITIONED SPACES). 19 50 L L 2.40 INSULATED FLEXIBLE DUCT: GENERAL ENVIRONMENTAL CORPORATION TYPE G30A OR EQUAL, 5'-0" MAXIMUM LENGTH WITH A MINIMUM ELBOW RADIUS OF 1.5 X D AND A MINIMUM R = 6.0 HR SQ. FT.- DEG. F/BTU-IN. THERMAL RESISTANCE. USE ONLY FOR FINAL CONNECTIONS TO CEILING DIFFUSERS. DO NOT USE FOR V.A.V. BOX INLET CONNECTIONS. 15300 - FIRE PROTECTION 3.10 WORK INCLUDED: PROVIDE ENGINEERED DESIGN UNLESS OTHERWISE REQUIRED BY THE LANDLORD OR THE AUTHORITY HAVING JURISDICTION. FURNISH, FABRICATE AND INSTALL ALL MATERIALS, AND SECURE ALL NECESSARY APPROVALS FOR MODIFICATIONS TO THE EXISTING FIRE PROTECTION SYSTEM THROUGHOUT THE ENTIRE SPACE. 3.15 INCLUDED ARE AUTOMATIC SPRINKLER SYSTEMS COMPLETE WITH PIPING, VALVES, HANGERS AND SUPPORTS, SPRINKLER HEADS, FLOW SWITCHES, SLEEVES, APPURTENANCES AND ACCESSORIES FOR A COMPLETE, OPERABLE AND APPROVED FIRE PROTECTION SYSTEM. 3.20 CODES AND STANDARDS: COMPLY WITH NFPA 13, OTHER APPLICABLE NFPA STANDARDS, ALL PERTINENT REQUIREMENTS OF FACTORY MUTUAL INSURANCE COMPANY, ALL LOCAL AND STATE CODES AND ORDINANCES, AND THE FIRE MARSHALL HAVING JURISDICTION. 3.30 SYSTEM DESIGN: UNLESS OTHERWISE REQUIRED BY LANDLORD OR AUTHORITY HAVING JURISDICTION, THE SPRINKLER SYSTEM SHALL BE DESIGNED BASED ON THE INSTALLATION OF A HYDRAULICALLY CALCULATED SYSTEM, 3.40 SHOP DRAWINGS: PRIOR TO ANY MATERIALS BEING DELIVERED TO JOBSITE, SUBMIT COMPLETE SPRINKLER SYSTEM SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO LANDLORD'S REPRESENTATIVE AND AUTHORITY HAVING JURISDICTION. DO NOT BEGIN INSTALLATION OF SYSTEM UNTIL APPROVALS FROM BOTH PARTIES HAVE BEEN OBTAINED. 3.60 SPRINKLER HEADS: SEE SPRINKLER LEGEND AND SPRINKLER NOTES ON DRAWINGS. DO NOT INSTALL, OR RE -INSTALL, ANY SPRINKLER HEADS COVERED UNDER THE CENTRAL SPRINKLER COMPANY VOLUNTARY REPLACEMENT PROGRAM FOR 0 -RING SPRINKLERS. 3.70 INSTALLATION: SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS, AND FLUSHED IN ACCORDANCE WITH NFPA STANDARDS. 3.80 TESTING: UPON COMPLETION OF INSTALLATION, TEST AND RE -TEST THE COMPLETE SYSTEM, MAKE ALL REQUIRED ADJUSTMENTS, AND SECURE APPROVAL OF LANDLORD AND AUTHORITY HAVING JURISDICTION. 15400 - PLUMBING 4.10 DOMESTIC (POTABLE) WATER SUPPLY PIPING: ABOVE GROUND: TYPE L HARD TEMPER COPPER TUBE PER ASTM B88, WITH WROUGHT COPPER FITTINGS PER USASI 816.18 AND .18A. BELOW GROUND: TYPE K SOFT TEMPER COPPER TUBE. USE ONLY 95/5 LEAD-FREE SOLDER IN POTABLE WATER PIPING. PROVIDE DIELECTRIC UNIONS AT EVERY JUNCTION OF TWO DISSIMILAR METAL PIPE MATERIALS. 4.40 VALVES: FURNISH AND INSTALL VALVES WHERE INDICATED ON PLAN AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. PROVIDE VALVES RATED FOR 125 PSI OR GREATER WORKING PRESSURE IN WATER PIPING. CHECK VALVE UP TO 3" CRANE NO. 37, OR EQUAL GLOBE VALVE UP TO 3" CRANE NO. 1, 17TF, OR EQUAL GATE VALVE UP TO 3" CRANE NO. 428, 1334, OR EQUAL BALL VALVE UP TO 3" APOLLO SERIES 70-100, 70-200, OR EQUAL TEMP. & PRESS. RELIEF VALVE WATTS 10L MODEL M7, OR EQUAL, 3/4"M X 3/4" F SHOCKSTOP WADE W-5 (HOT), WADE W-10 (COLD) BACKFLOW PREVENTER WATTS NO. 98D, OR EQUAL VACUUM RELIEF VALVE WATTS NO. N36 - 3/4", OR EQUAL PRESSURE REDUCING VALVE WATTS NO. U5 SERIES 4.81 INSTANTANEOUS WATER HEATER: CHRONOMITE LABS, INC., MODEL SR -15L, SR -20L, OR SR -30L, OR APPROVED EQUAL (SEE SCHEDULE FOR APPROPRIATE MODEL NUMBER). WATER HEATER TO BE UL LISTED, WITH CAST ALUMINUM CASING, PLASTIC ELEMENT ASSEMBLY WITH STAINLESS STEEL PARTS, AND 1/4" NPT FEMALE FITTINGS. HEATER ENERGIZES AT 0.4 GPM, DE -ENERGIZES AT 0.3 GPM, WITH CAPACITY TO HEAT 0.5 GPM TO 407 TEMPERATURE RISE. THE UNIT SHALL BE RATED FOR 150 PSIG MAXIMUM OPERATING PRESSURE AND 105 DEGREES F MAXIMUM OPERATING TEMPERATURE. 4.95 CLEANING AND TESTING: CLEAN, DISINFECT, AND TEST ALL PLUMBING AND PIPING SYSTEMS. 15800 - DUCTWORK AND APPURTENANCES 8.10 SHEET METAL DUCTWORK: A. FABRICATE AND INSTALL AS RECOMMENDED IN LATEST EDITIONS OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS --METAL AND FLEXIBLE AND THE ASHRAE GUIDE AND DATA BOOK FOR SHEET METAL DUCTWORK SERVING SUPPLY, RETURN AND EXHAUST SYSTEMS OPERATING BETWEEN -2.0 IN.-W.G. AND +2.0 IN.-W.G. MAXIMUM PRESSURE. INSTALL WHERE INDICATED ON THE PLANS. DUCT SIZES SHOWN ON THE DRAWINGS ARE NOMINAL INSIDE CLEAR DIMENSIONS. WHERE INTERNAL INSULATION IS PROVIDED, DUCT SIZES MUST BE INCREASED APPROPRIATELY TO MAINTAIN THE INDICATED DIMENSIONS. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (5% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH ALL REQUIRED DAMPERS, TRANSITIONS, CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. B. FABRICATE DUCTWORK FROM GALVANIZED SHEET STEEL COMPLYING WITH ANSI/ASTM A-527, LOCKFORMING QUALITY, WITH ANSI/ASTM A-525 G90 ZINC COATING; MILL PHOSPHATIZED FOR EXPOSED LOCATIONS. C. DUCT SEALANT: UNITED DUCT SEALER, OR EQUAL. D. SUPPORT MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE HOT -DIPPED GALVANIZED STEEL FASTENERS, ANCHORS, RODS STRAPS, TRIM AND ANGLES FOR SUPPORT OF DUCTWORK. E. ANY SUPPLY DUCTWORK AND PLENUMS THAT ARE DESIGNED TO OPERATE AT STATIC PRESSURE FROM 0.25 INCHES TO 2 INCHES WATER COLUMN INCLUSIVE WHICH ARE LOCATED OUTSIDE OF THE CONDITIONED SPACE OR IN RETURN PLENUMS SHALL HAVE JOINTS SEALED IN ACCORDANCE WITH SEAL CLASS C AS DEFINED IN THE SMACNA HVAC DUCT LEAKAGE TEST MANUAL. PRESSURE SENSITIVE TAPE SHALL NOT BE USED AS THE PRIMARY SEALANT WHERE SUCH DUCTS ARE DESIGNED TO OPERATE AT STATIC PRESSURES OF 1 INCH WATER COLUMN OR GREATER. 8.20 DUCTWORK ACCESSORIES: A. BALANCING DAMPERS: AIR BALANCE, INC., LOUVERS & DAMPERS, INC., RUSKIN, OR EQUAL. PROVIDE MANUAL, SINGLE OR MULTIBLADE DAMPERS, AS INDICATED AND AS CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS. B. DAMPERS SHALL HAVE RIGID 2 -IN. X 1/2 -IN. X 10 GAUGE CHANNEL FRAMES, BALL OR BRONZE SLEEVE BEARINGS, 1/2 -IN. POLISHED STEEL AXLES, 16 -GAUGE, REINFORCED, FELT -EDGED BLADES (NOT OVER 8 -IN. WIDE) AND STOP FRAMES AROUND THE ENTIRE PERIMETER. VOLUME DAMPERS IN DUCTS LARGER THAN 12 -IN. X 6 IN. SHALL BE THE OPPOSED BLADE TYPE. DAMPERS IN ROUND DUCTS AND DUCTS 12 -IN. X 6 -IN. AND SMALLER SHALL BE BUTTERFLY TYPE. ROUND BUTTERFLY TYPE VOLUME DAMPERS SHALL BE 30 GAUGE, GALVANIZED STEEL THROUGH 12 -IN. DIAMETER; 28 GAUGE FOR ABOVE 12 -IN. C. ALL DAMPERS SHALL BE EQUIPPED WITH STANDARD QUADRANTS OF SUITABLE SIZE IN EQUIPMENT ROOMS/AREAS AND YOUNG #301A, OR EQUAL, RECESSED -TYPE IN FINISHED AREAS. PROVIDE QUADRANT LOCKING DEVICE FOR EACH DAMPER ON ONE END OF THE SHAFT AND AN END BEARING PLATE ON THE OTHER END FOR DAMPER LENGTHS OVER 12 -IN. PROVIDE EXTENDED QUADRANT LOCKS AND EXTENDED BEARING PLATES FOR EXTERNALLY INSULATED DUCTWORK. APPROVED MANUFACTURERS ARE VENTFABRICS AND YOUNG REGULATOR CO. D. DAMPERS SHALL BE COATED WITH RED ZINC CHROMATE PRIMER OVER A BOND COAT. E. VOLUME DAMPERS, SPLITTERS AND DEFLECTORS SHALL BE PROVIDED IN ALL DUCTS TO PERMIT ACCURATE BALANCING OF THE SYSTEM. THE DAMPERS, SPLITTERS AND DEFLECTORS SHALL BE ADJUSTED TO SATISFY THE HEATING AND VENTILATING REQUIREMENTS OF THE CONDITIONED SPACE AND LOCKED IN PLACE. 8.40 AIR OUTLETS AND INLETS: FURNISH AND INSTALL TITUS, KRUEGER, OR APPROVED EQUAL, AS SCHEDULED. OPPOSED BLADE VOLUME DAMPERS FOR REGISTERS SHALL BE TITUS SERIES AG -35, KRUEGER SERIES OBC, OR EQUAL, OPPOSED BLADE TYPES WITH VERTICAL BLADES AND SCREWDRIVER SLOTS OR ALLEN WRENCH ADJUSTMENT ACCESSIBLE THROUGH THE REGISTER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MISCELLANEOUS ITEMS AS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPES OF WALLS AND CEILINGS USED ON THE PROJECT. THIS SHALL INCLUDE SUCH ITEMS AS FASTENERS, PLASTER RINGS, SUPPORTS, ETC. 15900 - SYSTEM CONTROL AND OPERATION 9.10 SPACE TEMPERATURE CONTROL: FURNISH AND INSTALL, UNLESS NOTED OTHERWISE, ALL THERMOSTATS, SENSORS, CONTROLLERS, RELAYS, CONTACTORS, DAMPERS, ACTUATORS, TUBING, CONTROL WIRING AND ALL OTHER ITEMS AND MATERIALS NECESSARY FOR A COMPLETE AND PROPERLY OPERATING TEMPERATURE CONTROL SYSTEM AS SPECIFIED BELOW. ALL THERMOSTATS AND OTHER CONTROL COMPONENTS SHALL BE HONEYWELL, OR APPROVED EQUAL, UNLESS SPECIFIED OTHERWISE. ALL CONTROL WIRING SHALL BE BY MECHANICAL CONTRACTOR AND SHALL BE INSTALLED IN CONDUIT. 9.11 THERMOSTAT: REFER TO "HVAC CONTROLS". 9.20 SEQUENCE OF CONTROLS: REFER TO "HVAC CONTROLS". 15950 - TESTING, ADJUSTING, BALANCING 9.51 THIS CONTRACTOR SHALL EMPLOY AN INDEPENDENT NEBB, AABC, OR TABB CERTIFIED TESTING AND BALANCING CONTRACTOR. THIS INDEPENDENT CONTRACTOR SHALL TEST AND BALANCE ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS. THE PERSON OR AGENCY RESPONSIBLE FOR BALANCING OF THE SYSTEMS SHALL DOCUMENT IN WRITING THE AMOUNT OF OUTDOOR AIR BEING PROVIDED AND DISTRIBUTED FOR THE BUILDING OCCUPANTS AND ANY OTHER SPECIALTY VENTILATION. TWO COPIES OF A WRITTEN REPORT IN FORMAT LISTED ABOVE SHALL BE SUBMITTED -TO THE OWNER, TWO COPIES SHALL BE SUBMITTED TO THE LANDLORD PRIOR TO OCCUPANCY, AND TWO COPIES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. 9.52 ENSURE ALL VAV BOXES ON THIS AIR HANDLER / ROOFTOP UNIT ARE ADJUSTED TO THEIR RESPECTIVE MAXIMUM SETPOINTS DURING BALANCING TO ENSURE PROPER AIRFLOW WHEN SYSTEM IS OPERATING AT MAXIMUM (PEAK) COOLING CAPACITY. COORDINATE SETTING OF VAV BOXES IN OTHER TENANT SPACES IN FIELD WITH LANDLORD'S FIELD REPRESENTATIVE. 9.53 HVAC CONTROL SYSTEMS SHALL BE TESTED TO ASSURE THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND IN PROPER WORKING CONDITION. I RICHARD L. FEIG CONSULTING ENGINEER 6300 W. OLD SHAKOPEE ROAD SUITE 140 BLOOMINGTON, MINNESOTA 55438 OFFICE (952) 346-4180 FAX (952) 346-4181 E-MAIL projects®wjsutherland.com FL P.E. NO. 46328 PROJECT NO. 715-062 DATE: NOV. 3, 2008 DRAWN BY: AMH/CDS STORE NUMBER: SCALE: AS NOTED FILE: REVISIONS: BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 11/3/08 SHEET TITLE: MECHANICAL SPECIFICATIONS M2 t K) ao -w rn U X to I � >, is Q iE �.h U 0 s .-e v00 V) 45 00 ��a �•f i:l?�t� k. •:r•• _ •sir: ,'•: •i. ': •;,r t; iy:•^: J RICHARD L. FEIG P.E. FL P.E. NO. 46328 PROJECT NO. 715-062 DATE: NOV. 3, 2008 DRAWN BY: AMH/CDS STORE NUMBER: SCALE: AS NOTED FILE: REVISIONS: BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 11/3/08 SHEET TITLE: MECHANICAL SPECIFICATIONS M2 r r r V) 1.1 L L E-1 SALES TRACK TRACK 2X2 u LA -5 u LA -7 p LA -9 NOTES CONTRACTOR TO VERIFY EXACT CONFIGURATION REQUIRED WITH SPACE AVAILABLE. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY CONTRACTOR TO PROVIDE LABELS AS DIRECTED BY OWNER. ,SWITCH PANEL DETAIL NTS SPECIFIC LIGHTING PLAN NOTES 1. ELECTRICAL SERVICE EQUIPMENT LOCATION. SEE POWER RISER DIAGRAM AND PANELBOARD SCHEDULES. 2. EXISTING WALL SWITCH, CEILING EXHAUST FAN AND LIGHT TO REMAIN. CLEAN, PAINT REPAIR AND RELAMP AS NEEDED. RE -CIRCUIT AS INDICATED. FIELD VERIFY PRIOR TO BID. 3. ELECTRICAL CONTRACTOR TO RUN ALL LIGHTING CIRCUITS THROUGH NEW SWITCH PANEL, UNLESS NOTED OTHERWISE. REFER TO DETAIL 2/E-1, FIELD VERIFY EXACT LOCATION. 4. PROVIDE FLUSH MOUNTED LIGHT SWITCHES 0 48" A.F.F. 5. EMERGENCY LIGHTING AND EXIT SIGN SHALL BE CIRCUITED AHEAD OF SWITCHING. 2 E-1 i --- - - IT13318) ' f LA -7 EM NL 7 14 LAn MANUF. CAT. NUMBER LAMP MOUNTING LA -14 0 aE LA -15 � EF -1(E) I (3)-L40W/35/RS BIAX 2G11 25PK RECESSED LA-13 LT11 120 r LA -13 i 5 2 E-1 i --- - - IT13318) ' f LA -7 EM NL 7 14 LAn MANUF. CAT. NUMBER LAMP MOUNTING FINISH 0 LT9- � LIGHTOLIER I (3)-L40W/35/RS BIAX 2G11 25PK RECESSED LA-13 W/3" DEEP, 9 120 r 5 LT9 LT14 LT11 LT11 LT11 LA -13 LA -13 PARABOLIC. LA -13 LA -13 LA -13 LT11 LT11 LT11 LT11 LIGHTOLIER 22-9-381AX-UNVE-CP LA -13 LA -13 LA -13 LA -1-13 120 LT11 LT11 LT11 LT11 CELL LA -13 LA -13 LA -13 LA -13 LT11 LT11 LT11 LT11 LA -13 LA -13 LA -13 LA -13 SYMBOL MANUF. CAT. NUMBER LAMP MOUNTING FINISH REMARKS VOLTS � LIGHTOLIER 22-9-3BIAX-UNV-CP (3)-L40W/35/RS BIAX 2G11 25PK RECESSED -- W/3" DEEP, 9 120 r CELL e x PARABOLIC. LT8 LIGHTOLIER 22-9-381AX-UNVE-CP (3)-L40W/35/RS BIAX 2011 25PK RECESSED __ W/3" DEEP, 9 120 CELL PARABOLIC. LT8 / EM 0 PATHWAY FF8226.4E WITH (2)PL-C26/35/4P/ALTO 10PK RECESSED WHITE -- 120 LT4 PATH 8"(2)13W CLR ALZAK TRIM 0 PATHWAY TC4 50PAR20/HAL/NFL30 120 15PK 4" RECESSED DOWNLIGHT WHITE -- 120 LT4A PATHWAY C450 TRIM -CP PC2D-10SQ CLEAR ALZAK INCLUDED 2 -HEAD WHITE120 EMERGENGY -- LT9 RICHARD L. FEIG LIGHT INCLUDED UNIVERSAL WHITE W/ WALL AND CEILING 120 �} { PATHWAY PEXUR-DL-LT LT10/LT14 F32T8/TL735 ALTO EA HV 25PK LED -EXIT SIGN RED LETTERS MOUNTED EXIT SIGN MERCURY SS232-UNV-EB81 CEILING -- 4' 1 -LAMP 120 LT11 OCTRON FLUORESCENT STRIP -- MERCURY MUC1213RKSA120 2F13T5/CW 4100K 25PK 42" -- 120 LT12 UNDERCABINEI- FLUOR. LIGHT COUPLING CON -TEC CTL610P WITH ALL HARDWARES 50PAR30S/HAL/NFL30 120V 15PK TRACK HEAD WHITE PAR30 CLOSE-UP 120 LT13 LA630-P SHADE LIGHT FIXTURE SCHEDULE NOTES A. ALL LIGHT FIXTURES WILL BE FURNISHED, COMPLETE WITH LAMPS, BY THE TENANT AND SHALL BE INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. B. ELECTRICAL CONTRACTOR SHALL CLEAN ALL LIGHT FIXTURES JUST BEFORE WORK IS COMPLETE AT JOB SITE SO DISPLAY FIXTURES CAN BE PUT IN PLACE. C. ELECTRICAL CONTRACTOR SHALL AIM ADJUSTABLE LIGHT FIXTURES PER TENANT DIRECTION. D. ALL RECESSED LIGHT FIXTURES IN PLENUM CEILING SHALL BE PLENUM RATED, IF REQUIRED. LT8 LT8 LT8 LA -1 LA -5 LT -5 I � - - �------ --i I ! LT8 LA -5 I "� PAZ*: 14' LT8 L11LT8 LA -5 LA -5 --- LT13 7) LT8 - LT8 - LA -1 EM/NL! LT I i0 i LT8 T I ' r_ LTJ 3 3) AA-7 LA -5 LA -3 _------ -�- ----- _ / VIA TS2 4' LT4(3) LT13(3) LA -3 LA -3 VIA T52 VIA TS2 LIGHTING PLAN 0 1 2 4 8 FEET LT4A VIA TS2 it 4' I u i LT4 3) LA -3 VIA TS2 LT4A LA -3 VIA TS2 VIA TS2 _T13(3) LA -3 VIA TS2 ff RICHARD L. FEIG CONSULTING ENGINEER 6300 W. OLD SHAKOPEE ROAD SUITE 140 BLOOMINGTON, MINNESOTA 55438 OFFICE (952) 346-4180 FAX (952) 346-4181 E—MAIL projects®wjsutherland.com J� ) ) ) FL P.E. N0. 46328 PROJECT N0. 715-062 DATE: NOV. 3, 2008 DRAWN BY: CTC/PK STORE NUMBER: SCALE: AS NOTED FILE: REVISIONS: BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 11/3/08 U � U 0 �WN c � � U r �c �- e x RICHARD L. FEIG P.E. J� ) ) ) FL P.E. N0. 46328 PROJECT N0. 715-062 DATE: NOV. 3, 2008 DRAWN BY: CTC/PK STORE NUMBER: SCALE: AS NOTED FILE: REVISIONS: BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 11/3/08 Fm - FA :L Iii Fm EQUIPMENT SCHEDULE NO. NAME VOLT/ PHASE LOAD CONDUIT/ WIRE CONTROL STARTER PNL. CCT. NO. DISC. SWITCH FUSE SIZE NOTES HP KW VAV-1 VAV-BOX #1 WATER HEATER 120/1 120/1 -- -- 1.0 3.6 3/4°C -3#12 -CU. 3/4"C -2#8 -CU EXISTING -- EXISTING -- LA LA 26 28 3OA/3P/3R 60A/1 P 25 - EXISTING TO REMAIN. WH -1_1 H-1 - ---- — SPECIFIC POWER PLAN NOTES 1. PROVIDE TELEPHONE BACKBOARD PER SPECIFICATION. 2. PROVIDE TELEPHONE OUTLET, CONDUIT AND PULL STRING TO TELEPHONE BACKBOARD. SIZE AS REQUIRED BY TELEPHONE EQUIPMENT SUPPLIER 3/4" MINIMUM. 3. ELECTRICAL SERVICE EQUIPMENT LOCATION. SEE POWER RISER DIAGRAM AND PANELBOARD SCHEDULES. 4. PROVIDE TIME SWITCH: PARAGON MODEL 7000 -SERIES OR EQUAL WITH 7 DAY 24 HOUR SCHEDULING FORMAT, MIN. (4) N.O. 20 AMP 120/277 VOLT CONTACTS 120 VOLT COIL AND SPRING WOUND RIDE THROUGH. SWITCH SHALL CONTROL STORE FRONT AND SIGN LIGHTING OR CONTRACTOR(S) AS INDICATED. 5. PROVIDE 4" J -BOX FOR FUTURE SOUND SYSTEM WITH CONDUIT STUBBED INTO CEILING SPACE. COORDINATE WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. 6. PROVIDE J -BOX WITH DISCONNECT SWITCH AND WIRING FOR STORE SIGN, COORDINATE WITH EQUIPMENT SUPPLIER. HOLD TIGHT TO TOP SIDE OF SOFFIT SO THAT IT IS NOT VISIBLE. SEE SPECIFICATIONS. 7. PROVIDE NORMAL CAT -5 DATA JACK WITH A LINE THAT TERMINATES AT THE CASHWRA. VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. 8. PROVIDE ELECTRONIC CASH REGISTER POWER SYSTEM. THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSE. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL AND INSULATED GROUND WIRES, MINIMUM SIZE #12 AWG, SHALL BE RUN TO THE CIRCUIT BREAKER PANELBOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL, DO NOT USE THE CONDUIT FOR GROUNDING AS THIS IS NOT ADEQUATE AT HIGH FREQUENCIES. THE CIRCUITS FOR THE ELECTRONIC CASH REGISTERS SHALL BE RUN IN SEPARATE CONDUIT. ELECTRONIC CASH REGISTER OUTLETS SHALL BE HUBBELL NO. I0-5362, OR APPROVED EQUAL. 9. MECHANICAL EQUIPMENT. SEE EQUIPMENT SCHEDULE FOR FURTHER ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION AND BID. 10. ALL DEVICES TO BE LOCATED WITHIN CABINET. COORDINATE WITH OWNER AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. LOCATE ALL ELEC. i PHONE OUTLETS 40 A.F.F. AT MANAGER DECK. 11. MOUNT RECEPTACLE HORIZONTAL AT 1'-4" A.F.F. TO CENTERLINE. PROVIDE TAMPER PROOF RECEPTACLE (LEVITON #5262 -SG). PROVIDE COVER PLATES COLOR TO MATCH ADJACENT WALL. RECEPTACLES AND COVER PLATES PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 12. IF NOT EXISTING, PROVIDE A DUPLEX RECEPTACLE, A PORCELAIN LAMP SOCKET WITH A 60W -A19 LAMP, AND LIGHT SWITCH AT HVAC UNIT. MOUNT NEAR ACCESS PANEL. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. 13. PROVIDE DUPLEX RECEPTACLE AND FLUSH MOUNT IN SHOW WINDOW CEILING. COLOR TO BE WHITE. TELEPHONI TERM. BD. OLD i VIA TS1 ahvUlokow 0 1 2 4 8 FEET I RICHARD L. FEIG CONSULTING ENGINEER 6300 W. OLD SHAKOPF_E ROAD SUITE 140 BLOOMINGTON, MINNESOTA 55438 OFFICE (952) 346-4180 FAX (952) 346-4181 E—MAIL projects®wjsutherland.com z to co rn +w 3 2(LU_ V) FL P.E. NO. 46328 PROJECT NO. 715-062 DATE: NOV. 3, 2008 DRAWN BY: CTC/PK STORE NUMBER: SCALE: AS NOTED FILE: REVISIONS: BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 11/3/08 SHEET TITLE: POWER PLAN E -2 RICHARD L. FEIG P.E. FL P.E. NO. 46328 PROJECT NO. 715-062 DATE: NOV. 3, 2008 DRAWN BY: CTC/PK STORE NUMBER: SCALE: AS NOTED FILE: REVISIONS: BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 11/3/08 SHEET TITLE: POWER PLAN E -2 E L E G T R I C A L S P E C I F I C A T I O N S 16000 - GENERAL PROVISIONS 0.01 PERFORMANCE: ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS OTHERWISE NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANLIKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE TRADE. 0.02 SITE EXAMINATION: EXAMINE SITE BEFORE BIDDING. CLAIMS FOR EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF SITE CONDITIONS SHALL NOT BE ALLOWED OR APPROVED. 0.03 JOB SITE CONDITIONS: ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 0.04 FULL FUNCTION: PROVIDE ALL MINOR ITEMS NECESSARY FOR COMPLETE AND FULLY FUNCTIONAL INSTALLATION. 0.05 ADMINISTRATION: PROVIDE EVIDENCE OF LICENSER, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED. 0.06 PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES. 0.07 COORDINATION: CONFORM TO GENERAL CONSTRUCTION CONTRACT DOCUMENTS EXCEPT AS MODIFIED HEREIN. REFER ALSO TO STRUCTURAL AND MECHANICAL CONTRACT DOCUMENTS. COORDINATE ALL WORK WITH OTHER TRADES. 0.08 ROOF PENETRATIONS: COORDINATE WITH LANDLORD. 0.09 MECHANICAL SUBSTITUTIONS: INVOICE MECHANICAL CONTRACTOR, NOT TENANT, FOR COSTS INCURRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT HAVING ELECTRICAL REQUIREMENTS DIFFERING FROM THOSE INDICATED. 0.10 ADJUSTMENTS: MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. 0.11 REFERENCE STANDARDS: COMPLY WITH NEC, AND APPLICABLE STANDARDS OF NFPA, ANSI, NEMA, AND UL, EXCEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS. 0.12 LOCAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF LOCAL CODES, LANDLORD, SERVING UTILITY, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLATION BY LANDLORD, LOCAL AUTHORITY, AND OTHERS AS REQUIRED. 0.13 SCHEDULE: ORDER EQUIPMENT WITHIN 5 DAYS OF RECEIPT OF CONTRACT TO MAINTAIN CONSTRUCTION SCHEDULE. 0.14 TEMPORARIES: PROVIDE ALL TEMPORARY SERVICE, LIGHTING AND POWER FOR ALL TRADES AS REQUIRED. REMOVE ALL TEMPORARIES BY THE TIME OF PROJECT COMPLETION. 0.15 MATERIALS AND EQUIPMENT: PROVIDE NEW, UL LISTED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES, SUITABLE FOR ENVIRONMENT. REUSE EXISTING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDITION, AND APPROVED BY THE ENGINEER. COMPLY WITH CURRENT CODES. 0.16 INSTALLATION: INSTALL ALL MATERIALS, EQUIPMENT AND SYSTEMS IN FULL ACCORD WITH MANUFACTURERS' RECOMMENDATIONS. 0.17 COMMISSIONING: THOROUGHLY TEST AND DEMONSTRATE PROPER OPERATION OF ALL SYSTEMS AND EQUIPMENT FURNISHED OR INSTALLED UNDER THIS CONTRACT. VERIFY PROPER MOTOR ROTATION OF ALL EQUIPMENT. 0.18 0 & M MANUALS: AT COMPLETION OF PROJECT, PROVIDE TO TENANT ALL OPERATING AND MAINTENANCE MANUALS AND INFORMATION FOR MATERIAL, EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS CONTRACT. 0.19 CORRECTIVE PERIOD: PROVIDE A CORRECTIVE PERIOD FROM DATE OF FINAL ACCEPTANCE OF NOT LESS THAN ONE (1) YEAR FOR THE ENTIRE INSTALLATION, DURING WHICH PERIOD UNCONDITIONALLY MAKE GOOD ANY DEFECTS IN MATERIALS OR WORKMANSHIP WITHOUT COST TO TENANT. 0.20 DRAWINGS ARE DIAGRAMMATIC: VERIFY ALL DIMENSIONS AND LENGTHS, AND ADJUST EQUIPMENT AND RACEWAY LOCATIONS TO AVOID CONFLICTS WITH OTHER CONSTRUCTION. 0.21 DOCUMENT PRIORITY: DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS. 0.22 RATINGS: REFER TO DRAWINGS AND SCHEDULES FOR ADDITIONAL RATINGS AND REQUIREMENTS. 0.23 PROJECT REQUIREMENTS: REFER TO DRAWINGS FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS SPECIFIED MAY BE REQUIRED FOR THIS PROJECT. 0.24 DOCUMENT ERRORS: NOTIFY THE ENGINEER OF ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, FAILING SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME. 0.25 CERTIFICATION: PROFESSIONAL ENGINEER CERTIFICATION OF THESE DOCUMENTS DOES NOT EXTEND TO STANDARDIZED DESIGN OR INSTALLATION GUIDELINES PREPARED BY OTHERS AND REQUIRED BY A THIRD PARTY TO BE INCLUDED HEREON. 0.26 DEFINITIONS: THE TERMS LISTED BELOW ARE DEFINED AS FOLLOWS WHEN USED IN DIVISION 16 AND ONLY DIVISION 16. A. FURNISH: OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOB SITE IN NEW CONDITION AND GUARANTEE. B. INSTALL: RECEIVE AT THE JOB SITE, UNLOAD, STORE, SET IN PLACE, CONNECT, PLACE IN OPERATION AND GUARANTEE. C. PROVIDE: FURNISH AND INSTALL. D. REMOVE: REMOVE INSTALLATION BACK TO NEXT REMAINING POINT OF USE. 16100 - MATERIALS 1.01 RACEWAY: CONTINUOUS SYSTEM, 1/2" MINIMUM EMT EXCEPT: 3/4" MINIMUM RNC WITH GROUND CONDUCTOR WHERE EMBEDDED IN CONCRETE OR MASONRY; 3/4" MINIMUM GALVANIZED RMC OR IMC WHERE EXPOSED TO WEATHER (ALSO PERMITTED WHERE EMBEDDED IN CONCRETE OR MASONRY); AND FMC (OR LTFMC IF WET LOCATION) FOR SHORT FINAL CONNECTIONS TO LIGHTING FIXTURES, TRANSFORMERS, AND MECHANICAL EQUIPMENT. 1.02 IG RACEWAY: PROVIDE SEPARATE RACEWAY SYSTEM FOR IG CIRCUITS. 1.03 RACEWAY INSTALLATION: CONCEAL RACEWAY IN FINISHED SPACES. ROUTE SQUARE WITH BUILDING LINES AND SUPPORT PER NEC. DO NOT ATTACH TO OR PENETRATE HVAC DUCTS. MAINTAIN HEADROOM AND EQUIPMENT AND FLUE CLEARANCE. FIRE/SMOKE - SEAL PENETRATIONS OF RATED CONSTRUCTION. 1.04 RACEWAY ADJUSTMENTS: WHERE INDIVIDUAL HOME RUNS ARE SHOWN FOR CLARITY, COMBINE AND ADJUST RACEWAY SIZE PER FIELD CONDITIONS. 1.05 WIRE: TYPE THHN, COPPER ONLY, 12AWG MINIMUM, STRANDED FOR 8AWG AND LARGER. LV WIRING FOR EMERGENCY LIGHTING, IOAWG MINIMUM. USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. 1.06 COLOR CODE: COLOR CODE ENTIRE WIRING SYSTEM FROM SERVICE DISCONNECT OR TRANSFORMER THROUGHOUT ALL BRANCH CIRCUITS AS FOLLOWS: FOR 120/208 VOLT SYSTEM, PHASE A - BLACK, PHASE B - RED, PHASE C - BLUE, NEUTRAL - WHITE; FOR 277/480 VOLT SYSTEM, PHASE A - BROWN, PHASE B - ORANGE, PHASE C - YELLOW, NEUTRAL - WHITE WITH TRACER OR GRAY; GROUNDING CONDUCTOR - GREEN. 1.07 WIRE SIZE: WHERE WIRES ARE SIZED PER 60 DEG. C TEMPERATURE RATING FOR SIZES UP TO 1 AWG, SUBJECT TO COMPLIANCE WITH EQUIPMENT UL LISTING, AND APPROVAL OF LOCAL AUTHORITY AND ENGINEER, SUCH WIRES MAY BE REDUCED TO 75 DEG. C RATED SIZE, WITH RACEWAY SIZE ADJUSTED ACCORDINGLY. WIRE SIZE PER 90 DEG. C TEMPERATURE RATING IS NOT APPROVED. 1.08 VOLTAGE DROP: FOR CONDUCTORS SIZED PER NEC ON DRAWINGS, INCREASE SIZE BY NUMBER OF STANDARD SIZES SHOWN IN TABLE TO COMPENSATE FOR VOLTAGE DROP. CONTACT ENGINEER FOR ASSISTANCE IF CIRCUIT LENGTH FROM SOURCE TO LOAD EXCEEDS MAXIMUMS SHOWN. CCT VOLTS/PH CCT LENGTH FT. UPSIZE 120/1 75-150 1 120/1 150-200 2 208/3 OR 277/1 150-200 1 208/3 OR 277/1 200-250 2 480/3 300-450 1 480/3 450-550 2 1.09 TYPE MC CABLE: MC CABLE EQUIPPED WITH A GREEN INSULATED GROUND PERMITTED FOR BRANCH CIRCUITS IN CONCEALED LOCATIONS ONLY SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.10 SPLICES: SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES, USING "WIRENUT" CONNECTORS FOR 8AWG AND SMALLER, OR MECHANICAL COMPRESSION CONNECTORS WITH INSULATION KIT FOR 6AWG AND LARGER. 1.11 BOXES: NEMA OS1 IN INTERIOR DRY LOCATIONS, CAST WEATHERPROOF TYPE IN WET LOCATIONS. 1.12 WALL SWITCHES: FED SPEC W -S-896, AC GENERAL USE, 20 AMP, 120-277 VOLT, TOGGLE HANDLE. INSTALL 48" A.F.F TO CENTER. 1.13 WALL RECEPTACLES: FED SPEC W -C-596, NEMA 5-20R CONFIGURATION OR AS REQUIRED. PROVIDE IG (ISOLATED GROUND) AND GFCI/WP (GROUND -FAULT CIRCUIT INTERRUPTER) RECEPTACLES WHERE APPROPRIATE OR INDICATED. INSTALL 18" A.F.F TO CENTER, OR AS INDICATED. 1.14 WALL PLATES: SMOOTH PLASTIC, KITCHEN AREA: STAINLESS STEEL. 1.15 WALL DEVICE AND PLATE COLOR: MATCH ADJACENT SURFACE, OR AS DIRECTED BY ARCHITECT. PROVIDE ORANGE IG RECEPTACLES. 1.16 MANUFACTURED WIRING SYSTEMS: PERMITTED FOR BRANCH CIRCUITS SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.17 GROUNDING: PROVIDE CONTINUOUS, PERMANENT, AND EFFECTIVE GROUNDING SYSTEM. GROUND SEPARATELY DERIVED SYSTEMS TO NEAREST EFFECTIVELY GROUNDED BUILDING STRUCTURAL STEEL. 16400 - EQUIPMENT 4.01 DISCONNECT SWITCH: NEMA KS1, GENERAL DUTY, 3 POLE, S/N IF NEUTRAL IS PRESENT, NEMA 3R ENCLOSURE IF OUTDOORS, LOCK -OFF, NON -FUSIBLE UNLESS INDICATED WITH FUSES. 4.02 DRY -TYPE TRANSFORMER: EXISTING TO REMAIN. 4.03 PANELBOARD: NEMA PB1 AS SCHEDULED, 20" WIDE SECTION, 225 AMP BUS (100 AMP BUS PERMITTED IF LESS THAN 30 BRANCH POLES). PROVIDE GROUND BUS FOR IG CIRCUITS. INSTALL PER NEMA PB1.1. PROVIDE TYPEWRITTEN BRANCH CIRCUIT DIRECTORY. LOAD CENTERS NOT APPROVED. RE -USE EXISTING IF APPLICABLE AND STILL MEETS CODE REQUIREMENTS. ALL COMBINATIONS OF EQUIPMENT AND MAIN/BRANCH OVERCURRENT PROTECTION SHALL BE FULLY RATED AIC. (NEC 110.9). RELOCATED EXISTING PANEL. 4.04 CIRCUIT BREAKER: NEMA A81 AS SCHEDULED, BOLT -ON, CENTER TRIP, SWD IF SINGLE POLE, COMMON TRIP IF MULTI -POLE, HACR IF REQUIRED BY LOAD. MATCH EXISTING EQUIPMENT. 4.05 FUSE: UL CLASS J. WHEN FUSING EXISTING EQUIPMENT FUSES SHALL BE CURRENT LIMITING AND MATCH EXISTING FUSE MANUFACTURER PROVIDE 3 SPARE OF EACH SIZE AND TYPE INSTALLED. 4.06 MAGNETIC MOTOR STARTER: NEMA ICS2, FVNR, SIZE PER MOTOR REQUIREMENTS BUT SIZE 0 MINIMUM, NEMA 3R ENCLOSURE IF OUTDOORS, PROVIDE CLASS 20 HEATERS PER ACTUAL MOTOR NAMEPLATE DATA. PROVIDE 120VAC OR 24VAC FUSED CONTROL CIRCUIT AS REQUIRED. 4.07 MANUAL MOTOR STARTER: NEMA RATED, FHP, SINGLE SPEED, TOGGLE OPERATED, MANUAL RESET OVERLOAD, NEMA 1 ENCLOSURE. 16500 - LIGHTING 5.01 TENANT - FURNISHED EQUIPMENT: FOR LIGHT FIXTURES AND AUXILIARY ITEMS SCHEDULED AS FURNISHED BY TENANT, RECEIVE, PROTECT, INSTALL, CLEAN, AND LAMP LIGHT FIXTURES AS SCHEDULED, OR EQUAL. 5.02 CONTRACTOR - FURNISHED EQUIPMENT: FOR LIGHT FIXTURES SCHEDULED AS FURNISHED BY CONTRACTOR, FURNISH AND INSTALL COMPLETE, OR APPROVED EQUAL. 5.03 ACCESSORIES: PROVIDE ACCESSORIES, INCIDENTAL MATERIALS AND MOUNTING HARDWARE AS REQUIRED. 5.04 LOCATION: REFER ALSO TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING DETAILS. 5.05 INSTALLATION: PROPERLY INSTALL AND SUPPORT ALL FIXTURES PLUMB AND TRUE, AND FREE OF LIGHT LEAKS. CONFORM TO MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY PRACTICE. LEAVE PROTECTIVE FILM IN PLACE ON FIXTURES UNTIL FINAL CLEAN-UP. INSTALL LIGHT FIXTURES IN RATED CEILINGS TO MAINTAIN THE RATING OF CEILING. 5.06 EMERGENCY LIGHTING: PROVIDE AND LOCATE EMERGENCY LIGHTING TO MEET LOCAL REQUIREMENTS. 5.07 FLUORESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ELECTRONIC HPF, RAPID START, PARALLEL LAMP OPERATION, CBM, TYPE 1, CLASS P, SOUND RATED A, THD<20%, CCF<1.5, NAECA COMPLIANT WHERE APPLICABLE, ENERGY SAVING BALLASTS. 5.08 RECESSED INCANDESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE FMC AND 150 DEGREE C FIXTURE WIRE FROM LAMP HOUSING TO INDEPENDENT BRANCH CIRCUIT OUTLET BOX. 5.09 HID FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ANSI C82.4 COMPLIANT, HPF, ENCAPSULATED BALLASTS, ADVANCE SERIES 73B OR EQUAL. 5.10 FINAL ADJUSTMENT: AFTER TRADE FIXTURES ARE INSTALLED BY OTHERS, CLEAN ALL LIGHTING FIXTURES, REPLACE ALL EXPIRED LAMPS, AND ADJUST DIRECTIONAL LIGHTING AS DIRECTED BY TENANT AND ARCHITECT. 5.11 SIGN DISCONNECT: PROVIDE DISCONNECT SWITCH IN ACCESSIBLE CEILING SPACE FOR STORE SIGN AND MAKE FINAL CONNECTIONS. VERIFY LOCATION IN FIELD. SIGN FURNISHED AND INSTALLED BY OTHERS. COORDINATE ALL REQUIREMENTS PRIOR TO BID. 16700 - SYSTEMS 7.01 DATA SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS EMT RACEWAY SYSTEM WITH PULL WIRE FROM DATA SYSTEM EQUIPMENT LOCATION TO ALL DATA SYSTEM OUTLETS. SIZE AS SPECIFIED ON DRAWINGS, 3/4" MINIMUM. FOR NON -PLENUM ACCESSIBLE CEILING SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY, BUSHED RACEWAY STUBS FROM OUTLET BOXES TO CEILING SPACE ARE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND BLANK PLATE. FOR FLOOR OUTLET PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND BLANK PLATE. 7.02 TELEPHONE SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS EMT RACEWAY SYSTEM WITH PULL WIRE FROM LANDLORD STUB -IN TO BACKBOARD, AND FROM BACKBOARD TO ALL TELEPHONE OUTLETS. SIZE AS SPECIFIED ON DRAWINGS, 3/4" MINIMUM. FOR NON -PLENUM ACCESSIBLE CEILING SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY, BUSHED RACEWAY STUBS FROM OUTLET BOXES TO CEILING SPACE WHERE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS, PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND TELEPHONE PLATE. FOR FLOOR OUTLET PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND TELEPHONE PLATE. PROVIDE 3/4" FIRE -TREATED PLYWOOD BACKBOARD OF SIZE REQUIRED FOR TELEPHONE EQUIPMENT. PROMPTLY NOTIFY TENANT WHEN ROUGH -IN INSTALLATION IS COMPLETE. 7.03 SECURITY SYSTEM ROUGH -IN: PROVIDE CONTINUOUS RACEWAY SYSTEM WITH PULL WIRE AS INDICATED FOR INSTALLATION OF SECURITY SYSTEMS BY OTHERS. No,: LA LOCATION: STOCKROOM MOUNTING SURFACE CONN. KVA RATED AIC: EXISTING DEM. KVA 120/208 MAIN CB VOLT 3PHASE, 4WIRE 100 AMP CIRCUIT DESCRIPTION KVA CB No. HLI A B C HLI No. CB KVA CIRCUIT DESCRIPTION SALES EXIT/EMERG./NL 0.3 20/1 1 * X 3.6 1.00 2 20/1 0.3 P.O.S. STOREFRONT LTG 1.2 20/1 3 * 0.0 X 0.0 4 20/1 0.2 CASH REGISTER SALES AREA 2X2 LIGHTS 1.0 20/1 5 1.00 0.0 X 6 20/1 0.8 SALES RECEPTACLES SALES TRACK LTG. 20' 1.5 20/1 7 X ON DRAWINGS ® 8 20/1 0.0 SPARE SALES TRACK LTG. 14' 1.1 20/1 9 TELEPHONE BACKBOARD X ...... _...---.. BUZZER 10 20/1 0.4 SHOW WINDOW REC. SPARE 0.0 20/1 11 TS TIME SWITCH X 12 20/1 0.0 SPARE STOCKROOM LTG, 0.6 20/1 13 X P.E. CONDUIT - IN OR BELOW FLOOR SLAB OR BELOW 14 20/1 0.6 MANAGER OFFICE REC. TOILET LTG & FAN E) 0.2 20/1 15 CROSSMARKS INDICATES EQUIPMENT ISOLATED X GROUNDING CONDUCTOR. 16 20/1 0.4 TELEPHONE BD. REC. SPARE 0.0 40/1 17 Lam¢ FIRE ALARM AUDIOVISUAL DEVICE X 1 18 20/1 0.2 1 STOCK/TOILET REC. STOREFRONT SIGN 1.2 20/1 19 * X 8(4) LIGHT FIXTURE SCHEDULE. BOTTOM LETTER AND 20 20/1 0.1 TS1/TS2 STOREFRONT SIGN 1.2 20/1 21 * �B-16 X 22 20/1 0.0 SPARE STOREFRONT SIGN 1.2 20/1 23 * X 24 20/1 0.3 HVAC WP GF] REC./LTG. SPARE 0.0 20/1 25 1 X 26 20/1 1.0 VAV-1 SPARE 0.0 20/1 27 X 28 40/1 3.6 WH -1 SPARE 0.0 20/1 29 X 30 31 X 32 33 X 34 35 X 36 37 X 38 39 X 40 41 X 42 A B IC CONNECTED LOAD: 69 AMPS MAX 17.4 KVA 5.6 8.3 3.4 CALCULATED CODE DEMAND LOAD 19.4 KVA 54 AMPS * HL = INDICATES HANDLE LUCK DEVICE UN CIRCUI I UREAKER(5) IM = FXIF,TIN(; FnI IIPMFNT Tn RFMAIN LA - LOAD SUMMARY DRAWING SYMBOL CONN. KVA DEM FACT. DEM. KVA SIGN / NEON SIGN 3.6 1.25 4.5 LIGHTING 3.3 1.25 4.1 TRACK LIGHTING " 2.6 1.00 2,6 RECEPTACLES 3.6 1.00 3.6 WATER HEATER 3.6 1.00 3.6 MISCELLANEOUS 0,1 1.00 0.1 MOTORS 0.0 1.25 0.0 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC LARGEST 1.0 1.25 1.3 HVAC REMAINING 0.0 1.00 0.0 MOTOR - HORSEPOWER, VOLTAGE AND PHASE AS NOTED ON DRAWINGS TOTAL 17.4 ON DRAWINGS 19.4 FUSED DISCONNECT SWITCH - SIZE AS NOTED ON DRAWINGS ® ** DEMAND PER NEC 410-1018 AND 220-43B TOTAL TRACK LENGTH NOTES: RISER DIAGRAM BASED ON INFORMATION AVAILABLE. ELECTRICAL CONTRACTOR TO VERIFY ALL EXISTING EQUIPMENT BEING REUSED IS ADEQUATE AND UP TO CURRENT CODES. ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL ELECTRICAL EQUIPMENT PRIOR TO BIDDING JOB. IF ANY DISCREPANCIES, CONTACT ENGINEER AT: (952) 346-4180. LEASE LINE 3 I - 3�- _ _L r- -- -� IOT I I I II L-___ 1 I ANT II \ r- --- -rr- -E- ---I 2 SP I I T2) I L- _, ..._.IL_ - _l O `_'J I PANEL I LA I I L--IL--J I to I MALL DISTRIBUTIO POWER RISER DIAGRAM E3 NTS RISER DIAGRAM NOTES EXISTING LANDLORD'S MAIN 277/480 VOLT, 3PH, 4W SWITCHBOARD. FIELD VERIFY PRIOR TO BID. Q EXISTING 60A/3P DISCONNECT SWITCH WITH (3)45A FUSES (MAX). FIELD VERIFY. a EXISTING 1 -C -3#8 -CU. (MIN) TO REMAIN. FIELD VERIFY. EXISTING 60A/3P DISCONNECT SWITCH WITH (3) 45A FUSES (MAX) TO REMAIN. FIELD VERIFY. a EXISTING 30 KVA, 480V. -120V/208 VOLT, 3 PHASE, MOUNTED ABOVE TOILET PLATFORM TO REMAIN. FIELD VERIFY. Q EXISTING 1#6 BARE COPPER GROUND WIRE AND TIED TO BUILDING STEEL PER NEC. TO REMAIN. FIELD VERIFY. EXISTING 1-1/4"C--4#3-CU. (MIN) TO REMAIN. FIELD VERIFY. O NEW PULLBOX. SIZE PER NEC. FIELD VERIFY. �9 1 -1/4 -C -4#3 -CU. MAKE FINAL CONNECTION. 10 EXISTING 120/208 VOLT, 3 PHASE, 4 -WIRE PANELBOARD TO BE RELOCATED. CLEAN, PAINT AND REPAIR AS REQUIRED. PROVIDE NEW CIRCUIT CIRCUIT BREAKERS AS NEEDED. MATCH EXISTING EQUIPMENT TYPE AND AIC RATING. SEE PANELBOARD SCHEDULE FOR FURTHER INFORMATION. FIELD VERIFY. SYMBOL SCHEDULE DRAWING SYMBOL SYMBOL DESCRIPTION U SWITCH - SINGLE POLE TOGGLE K SWITCH - SINGLE POLE KEY -OPERATED SWITCH - SINGLE POLE WITH PILOT LIGHT 3 SWITCH - 3 WAY ( CEILING RECEPTACLE - DUPLEX STRAIGHT BLADE ® FLOOR RECEPTACLE - DUPLEX STRAIGHT BLADE WALL RECEPTACLE - DUPLEX STRAIGHT BLADE W WALL RECEPTACLE - FOURPLEX STRAIGHT BLADE W ., RECEPTACLE - DUPLEX STRAIGHT BLADE, ISOLATED �IG GROUND .1G RECEPTACLE - FOURPLEX STRAIGHT BLADE, ISOLATED v J - O GROUND GFI RECEPTACLE - DUPLEX STRAIGHT BLADE, GROUND WP FAULT INTERRUPTER, WEATHER PROOF 'i -D SPLIT CIRCUIT RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE ® MULTI -OUTLET ASSEMBLY (PLUGMOLD) 0 TELEPHONE OUTLET - FLUSH FLOOR ® TELEPHONE OUTLET - WALL MOUNTED DATA OUTLET MOTOR - HORSEPOWER, VOLTAGE AND PHASE AS NOTED ON DRAWINGS NON-FUSED DISCONNECT SWITCH - SIZE AS NOTED ON DRAWINGS FUSED DISCONNECT SWITCH - SIZE AS NOTED ON DRAWINGS ® MAGNETIC MOTOR STARTER - SIZE AS NOTED ON DRAWINGS JUNCTION BOX - WALL, CEILING m1iii SWITCHBOARD OR PANELBOARD TELEPHONE BACKBOARD _._ �] ...... _...---.. BUZZER BELL OR CHIME 4 _ PUSHBUTTON CONTROL STATION - WALL MOUNTED Q MOTION SENSOR ❑T LOW VOLTAGE CONTROL TRANSFORMER TS TIME SWITCH © CONTACTOR O THERMOSTAT (BY MECHANICAL CONTRACTOR OR AS INDICATED) - CONDUIT - CONCEALED ABOVE CEILINGS, IN WALLS IN �l FINISHED AREAS, OR EXPOSED IN UNFINISHED AREAS P.E. CONDUIT - IN OR BELOW FLOOR SLAB OR BELOW FINISHED GRADE CONDUIT HOMERUN TO PANEL - CROSSMARKS INDICATE NUMBER OF CONDUCTORS. NO CROSSMARKS INDICATES 2 CONDUCTORS. DOT ON CROSSMARKS INDICATES EQUIPMENT ISOLATED GROUNDING CONDUCTOR. Q UNDER FLOOR STUB UP ® SPEAKER EXIT LIGHT EMERGENCY FIXTURE Lam¢ FIRE ALARM AUDIOVISUAL DEVICE FIRE ALARM VISUAL DEVICE FIRE ALARM MANUAL PULL STATION O FIRE ALARM SMOKE DETECTOR TOP LETTER INDICATES LIGHT FIXTURE TYPE, ( ) INDICATES NUMBER OF FIXTURES. REFER TO 8(4) LIGHT FIXTURE SCHEDULE. BOTTOM LETTER AND LA -1a NUMBER INDICATES PANELBOARD DESIGNATION AND CIRCUIT NUMBER. LOWER CASE LETTER INDICATES SWITCH DESIGNATION. LETTER AND NUMBER NEXT TO ALL DEVICES AND �B-16 CONDUIT STUB -UPS INDICATES PANELBOARD DESIGNATION AND CIRCUIT NUMBER RESPECTIVELY. NOTES: 1. ALL IG RECEPTACLES SHALL BE ORANGE. 2. A SQUARE ENCLOSING A WIRING DEVICE SYMBOL INDICATES A FLUSH FLOOR DEVICE. w 0 RICHARD L. FEIG CONSULTING ENGINEER 6300 W. OLD SHAKOPEE ROAD SUITE 140 BLOOMINGTON, MINNESOTA 55438 OFFICE (952) 346-4180 FAX (952) 346-4181 E-MAIL projects®wjsutherland.com U� 'N U 0� U f 1 U� U � N 00 c 3� m d �i C W 0 x W ., gM(Lti- ��LJ� v J - O N 0 0=>� 'i -D I o Q 1 N �l RICHARD L. FEIG P.E. FILE: REVISIONS: BUILDING DEPT. REVIEW FOR PERMIT AND BID SETS 11/3/08 SHEET TITLE: ELECTRICAL SPECIFICATIONS W Li-L.L I U f � � U� U � N 00 u W O W ., ��LJ� v J - O 0 0=>� I o Q N