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Plans (9) BUP2015 - 00178 1 NOTES: W 2 1/8" MIN. EMBEDMENT 1. DESIGNED PER THE 2010 OSSC. UP 0 Fa = 1.12 &Ss = 0.95 RYCE 1/8" TYP. 2.STORAGE CAPACITY: 1,000# PER LEVEL. Q C! 1 1/2 3n 3r 3.ASTM A1011 FOR SHAPE Fy = 55,000 PSI GRADE 55. JUN 2 2 2015 4.ALL BOLTS A307(UNLESS OTHERWISE NOTED). Z cy " AX 1/8 MIN. EA. 1 5.ANCHORS POWERS WEDGE BOLT, ICC#ESR-2526. CITY U► RGARD O rte„ NP' 1 8" 1 1 4" 2"MAX 1 18H ' 0.0863" (1)ANCHOR REQ'D PER BASE PLATE 1 1/2" 6. CONCRETE 5 THICK x 2,500 PSI. Z � / / 7.SOIL BEARING PRESSURE 1,500 PSF. �$Ui , I�''��*i �x o z o O I: - - - - - -46 I ��8n 0 --- STEEL TUBE < d 2 I 3 3/8"0 ANCHOR 18 GA. 1 1 2" �.�� CRIMPED = � 09/16 2 1/2" 18 GA. + J � F- 0 Q CONCRETE i ------ — }------ CL 4A w o. 1' 3/8"THK• °' .4 21/8"MIN. d 0 TYP. 1/8" V 1 1/4" 7n .' •. .' EMBMNT. .° 44 4B SOIL 2 BASE PLATE TYPICAL BRACE TO COLUMN CONNECTION 1 COLUMN 3 ANCHOR 4A HORIZONTAL BRACE 4B DIAGONAL BRACE V-B 6 3/8"0 2" P. 5 1 11 16" ' 4 ` I 61 2" i 0.064"-, - LOCKING .064"LOCKING PIN ------- 7 GA..4 4 1 2 3 �61 CONNECTOR -B TYPICAL BEAM TO COLUMN CONNECTION (5] BEAM GENERAL CONFIGURATION z 0 a. ac U W 4 m W TYPE L-1 TYPE L-2 TYPE L-3 TYPE L-4 a v 6" 6' 6" ----96" 2.. �u j 1 SEIZMIC Gg 24„ EST. 1985 SEIZMIC sir ENGINEERING INC. 11 �x 161 Atlantic Street 5 5 .- ' L�`►'W'LD rOlt CIOI E 10AU! = Pomona,California " 91768 Amon* Tel.(909)869-0989 Fax(909)869-0981 1 t 0TC9 xl " DRAWN BY: P.O./T.K. 4 Permit 0, "� .��--�O �� 05/19/15 1.011 LAST REV.BY: 1n 9Suite#s j pp `'� dis- REV.DATE: D C.. TYPE: SPD. 11811 +� SCALE: N.T.S. 5 //�� T(/"y COP APRV'D BY: SALE.FATEEN 4 " �Ro .PRO 1 " Q FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW SIDE VIEW 01, sqt E. f AIS EXPIRES 12-31-2015 DESCRIPTION: STORAGE RACK DETAILS DRAWING NUMBER: STORAGE RACK ELEVATIONS 15-0810-A EXISTING WALL 5/8" 21/8" w 1 5/16 MIN. EMBEDMENT I /8" cc 11/2" 9/16" (j FROM U) 0 ROM Z (NI ) T P WALL ATTACHED C rCq , 1 REQ'D PER BASE ANGLE 8A1- 0 AT END OF ROW LOCATIONS -fqjl� 1 1/4"x 3" BASE ANGLE&ANCHOR LOCATIONS CC a�; a: tj Oo ATTACH BEAM TO POST i i GLUE AND NAILED PINE WOOD 00 W/1/4"0-20 x 2 7/8"LG. FLAT s < a:3 3/8"0 ANCHOR < 1/4`0 HEAD HEX SOCKET BOLT 0 0 2 r E r HOLE AT INTERMEDIATE POST co D.Ilk CONCRETE 0 2"x 2"x 1/16"THK. SINGLE FREESTANDING 0 LOCATIONS BASE ANGLE ATTACH ATTACH BEAM TO POST TO LOWER BEAM W/ W1 1/4"0-20 x 4 5/1611 LG. 21/811 MIN.,*. . (j) 0 #5 WOOD SCREW uj THREADED ROD cr EMBMNT. 4. 3/16"0 HOLE 5 2" C. INSERT STEEL SHELFSUPPORT 13 1 PEGS ,I'l �, 'I, j SOIL 1 1/8"x 16/8" DOUBLE FREESTANDING < PINE WOOD TYPICAL SHELF TO POST CONNECTION 1 POST 2 HORIZONTAL BRACE 3 ANCHOR 4 BASE ANGLE RC ANCHORING LOCATION 1 1/4"X 3" 5 NOTES: 1 x 4"LEDGER PINE WOOD 8B 1. DESIGNED PER THE 2010 OSSC. ATTACH TO WALL 9/16 1140-20 x 4 1/2" 1 1/4"x 15/8" Fa = 1.12&Ss = 0.95 W/3/8"EXPANSION THREADED ROD---"\ 1/40-20 x 4 1/2' PINE WOOD 2.STORAGE CAPACITY: 100# PER SHELF. C. ANCHOR 2-0"0. N j'9/1'6 THREADED ROD 3.ASTM A1011 FOR SHAPE Fy= 55,000 PSI GRADE 55. 19,16, 16 GAA. 41.ALL BOLTS A307(UNLESS OTHERWISE NOTED). 0 1/4"DRUM NUT 5.ANCHORS POWERS WEDGE BOLT,ICC#ESR-2526. 8A 1/4'DRUM NUT 6.CONCRETE 5"THICK x 2,500 PSI. 48' +5/84 C, 7.SOIL BEARING PRESSURE 1,500 PSF. USE AT INTERMEDIATE 8B USE AT INTERMEDIATE 18" FPOST LOCATIONS POST LOCATIONS 3/4"THK.PINE SHELF 8A 8B .735-,, 1 1/4"x 15/8" <1 0 00 #8 WOOD SCREW P 1 1/4"x 3" PINE WOOD (3) CLAMPS 1/4'10-20 x 2 7/8" INE WOOD 1/4"0-20 x 2 7/8" 0. 37 PER POST FLAT HEAD HEX FLAT HEAD HEX 1/4"DRUM NUT 6 SOCKET BOLT 1/4"DRUM NUT SOCKET BOLT USE AT END OF ROW USE AT END OF ROW 8A fi SHELF CHANNEL POST LOCATIONS POST LOCATIONS 2 SHELF 7 TYPICAL WALL ATTACHMENT DETAIL 80A TYPICAL LOWER BEAM CONNECTION 8B TYPICAL UPPER BEAM CONNECTION O-B z GENERAL CONFIGURATION 0 a. cn w TYPE B TYPE B1 TYPE B2 TYPE B3 TYPE B4 —EXISTING WALL 81 61 18" 7 -TYP. 1 I f 1 1 3 P 3�11 3 " 3" 331, 3311 CID 3 3311 5 F �11 1 011 33" 1 014 3311 1 Oil 3311 " 1 0" 3 " 33.1 1 Oil 3 3 1 3 4311 EIZMIC 334, 3 " 339 3 " 33" 3 " EST.1985 3 SEUMIC ENGINEERING,INC. 161 Atlantic Street Pomona,California 91768 611 FRONT VIEW 6#1 FRONT VIEW 6" FRONT VIEW 3" SIDE VIEW 6" FRONT VIEW 6" FRONT VIEW 3" SIDE VIEW Fax(Tel.(909)869-0989 909)869-0981 DRAWN BY: P.O./T.K. DATE: 05/19/15 LAST REV.BY: TYPE B7, TYPE B8 REV.DATE: —EXISTING WALL TYPE: LUN, SCALE: N.T.S. 7 -TYP. APR\rD BY: SALE.FATEEN PRO 4 4 4 4 4311 GON 931. 9311 9311 93.1 01, sq j E. F PN01\ EXPIRES 4 H 4 411 4 33 L—L -2015 DESCRIPTION: LIGHT DUTY STORAGE r 6" FRONT VIEW 611 FRONT VIEW 311 SIDE VIEW 311 SIDE VIEW FIXTURE DETAILS DRAWING NUMBER: • I STORAGE RACK ELEVATIONS 15-0810-13 I • I 'f 4B 21/$" MIN. EMBEDMENT W STEEL WIRE MESH ; 1 �'I HAND THREAD TURN BUCKLE HAND THREAD � IY .135 L -2 x 2 3/8 STEEL WIRE MESH Q Q 135"0-2"x2" _ cn 11/16" 1 1/4 THK. .406"0 STEEL ROD 46 d Z N TYP. 35 7/8" LONG p--�TYP. j r- ami 1/811 1 REQ'D PER BASE PLATE 1 COLUMN 118" 1 1 4" + 1!6 GA. + �" EYE BOLT 0 _0 ` U) d 4A 2 .500"0 STEEL ROD Cc 4A C11) S `z 3 3/8"'0 ANCHOR 24 7/8 LONG = � P 1 5/8" 7/15'0 HOLE BASE PLATE 2 I I 11 p- 00 13/16 1 13/16 0 CONCRETE I i 1 3/16" 1 3/16" wo CA) ti:� ,- 3 1 2' 0 / :• • 2 1/8" MIN. 0 a TYP.�j/8" 1/2" M •- a' EMBMNT� : .406"0 STEEL ROD • ' ' ' °' '— 35 7/8" LONG 46 SHELF CLIP • •• 4 : 2 3/16" W/JOINING BAR 1/4"0 1/4!'0 48 SOIL 2 BASE PLATE 4B DIAGONAL BRACING -A SIDE PANEL 1 COLUMN 31 ANCHOR 4A HORIZONTAL BRACING 5 TURN BUCKLE �6j SHELF 6 7 9 DA STEEL WIRE (.150--0) 1 5 REMOVE SHELF 4A &BRACING FOR TYPE A CLARITY 1<1<1< < a 46 36" 191/2" VARIE 2 3 7 SWAY BRACE GENERAL CONFIGURATION o a. NOTES: w 1. DESIGNED PER THE 2010 OSSC. o 1 1 Fa = 1.12&Ss = 0.95 2.STORAGE CAPACITY: 48#PER LEVEL 3.ASTM A1011 FOR SHAPE Fy = 33,000 PSI GRADE 33. 4.ALL BOLTS A307(UNLESS OTHERWISE NOTED). 1 " 1 " 5.ANCHORS POWERS WEDGE BOLT,ICC#ESR-2526. 6.CONCRETE 5"THICK x 2,500 PSI. 7.SOIL BEARING PRESSURE 1,500 PSF. 3 m 1 1 Lu Q a 1 1 Lu < < < a 1 3" 1 3" ICU, 1 " 1 M�� 3 " SEIZIC EST. 1985 SEIZMIC ENGINEERING,INC. 161 Atlantic Street Pomona,California 91768 Tel.(909)869-0989 1 1 " Fax(909)869-0981 DRAWN BY: P.O./T.K. DATE: Q5/19/15 LAST REV.BY: +� n 1 " 1 " REV.DATE: TYPE: W.W. SCALE: N.T.S. APRV'D BY: SALE.FATEEN 1 1 " PROF S 3" 3" FRONT VIEW SIDE VIEW s C 01, 19 LONGITUDINAL&TRANSVERSE BRACING (2) REQUIRED AT EVERY(3) BAYS. q4 E. F P0\ EXPIRES 12-31-2015 DESCRIPTION: LIGHT DUTY STO RAG E FIXTURE DETAILS DRAWING NUMBER: • LIGHT DUTY STORAGE FIXTURE ELEVATIONS 15-0810-C —-----------------------------------------------------—------ 2 1/8" MIN. EMBEDMENf' NOTES: ISTING WALL 1. DESIGNED PER THE 2010 OSSC. Fa = 1.12&Ss = 0.95 0 OP PLATE 2.ASTM A1011 FOR SHAPE Fy = 36,000 PSI GRADE 36. cr- 3.ALL BOLTS:A307(UNLESS OTHERWISE NOTED). u) cr) 4.ANCHORS POWERS WEDGE BOLT,ICC#ESR-2526. Z C\1 0n C14 5. CONCRETE 5"THICK x 2,500 PSI. 1 REQ'D PER ANCHOR BRACKET 6.SOIL BEARING PRESSURE g 1,500 PSF. SIDE PANELS z 0 -F 0 U) d Cr. 1/8" 2 3/8"0 ANCHOR _j C/) l'- 0. 00 CONCRETE V) w .0 L21/8"MIN. EMB3MNT. 0112"-J ATTACH W/TEK SCREW SOIL ANCHOR BRACKET 21 ANCHOR 31 GIFT CARD SLOT n4 WALL ATTACHMENT TYPE S & S1 A P PLATE 111 it IDE PANELS it 11 In 11 11 11 it 11 Z 0 It it It I tz li it Ul co w it I ul, n It II It 1 ut It I ul it II -------CROSS SUPPORT it I II I it "w' "),I- I I I it I I wit lulii 9311 11 11 'u I It I I _j 11 I < it 11 CC 11 11 11 1 ii i IM iti I ul z SIJ EIZMIC SIDE PANEL it it lrr\ EST. 1985 11 Ili \ SEIZIMIC It Ilul ENGINEERING,INC. It 11 1 161 Atlantic Street I it itt ull Pomona,California 11 It 11 1 91768 I _j ROSS SUPPORT Tel.(909)869-0989 It ii It Fax(909)869-0981 it tin _jI! 11I DRAWN BY: P.O./T.K. It IIltul DATE: 05/19/15 it 11 t 11 LAST REV.BY: it li I it REV.DATE: Ili t__j It It11 Ii TYPE: SCALE: N.T.S. APRVD BY: SALE.FATEEN D PR T 34 & 12' N A EXPIRES 12-31-2015 DESCRIPTION: GIFT CARD SHELF DRAWING NUMBER: GENERAL CONFIGURATION SECTION A-A 15-0810-D 5-081O-D FIXTURE INFORMATION < Ci (WOOD LUNDIA SYSTEM) (0M ZO C"I TAG SIZE COMMENTS 10- 0 B 2'D x 4'-4"W x 10'H — 0 U) a < cc B1 2'D x 4'W x 10'H 3: H — C/I < 82 2'D x SW x 1 O'H — CL 00 B3 1'-6"D x 4'W x 10'H — 0 cn Lu 0 B4 6"D x SW x 1 O'H Ir B5 2D NOT USED III "..I I I I ..I I I I....I I B 6 NOT USED B7 1'-6"D x 4'W x 8'H 16a-3" -0 B8 1'-6"D x SW x 8'H D= �89 2 0 NOT USED 810 2D NOT USED 1311 1 NOT USED 812 NOT USED A A . A A A A A A A A A A A A A A A A A A B1 B1 131 B1 131 B1 L L L L 1 813 NOT USED 73 A 5!-0* 4-6- F-1, V-41/2- F-1, 4'-6- F B14 NOT USED A 4'-6* 4'-V 10 L L L L L B15 1 -6 )T USED A v B16 1 —6 )T USED A B17 NOT USED A B B1 B1 B1 B1 _J Bi Bi B18 1D NOT USED LI *0 A 4'-0' 4 1-4 1. 4'-6- B X 1A I L4 4 FIXTURE INFORMATION ST= (WIRE GABLE SYSTEM) A RXIIIII B1 B1 CE) AfAY- '1 X-10" 1 t�14`-O* A TAG SIZE COMMENTS A ITR 4'-0' A 1'-6"D x SW x 10'-3"H Al ........... __7NQTUSED z 0 A2 1�-6 NOT USED L) A3 1�-6 w C/) B B 6 -0. all FRI F21 E FIXTURE INFORMATION 0 00 B2KZ 6 1 1 04 MM womm (CUSTOM FIXTURES) CD O >_ F-1 F_ TAG SIZE COMMENTS ca imam s 1' D x 4' W x 8' H CARD WALL w _j S1 1' D x 3' W x 8' H CARD WALL B4 C I 30—ARM R�� > S2 w B4 B4 B4 Q4 3 31/2. 1 B1 ir S3 CHAIR Si/ B7 B1 H4 B4 B4 B4 B4 S4 7�� H HIGH NOT USED B4 4'-0' SEIZIMIC El El B F_'I, s/ 4-3* V-3 4'-0* /B4 ral 4'-0- It B7 B1 S5 --74 NOT USED -.0. si EST.1985 S�_ 7C' NOT USED SEIZMIC B4 -1-I B8 B1 4-6'17.11 ENGINEERING,INC. S / S7 RUG W�................. M=ZIt=F1**+141;;k*=:= NOT USED 161 Atlantic Street ADA Pomona,California ADA B8 B4 B4 91768 B1 S8 WiNDOW PA j I� : NOT USED Tel.(909)869-0989 Fax(909)869-0981 si B8 B4 B4 4 s �/H Cpl !6 FIXTURE INFORMATION DATE: 05/19/15 B4 B4 B4 B4 .1 5%.0. FNM si B8M LAST REV.BY: ............ B2 B2 (PRE—SALES RACKING) REV.DATE: B1 B1 B1 B1 B1 B1 R B1 B1 B1 Bi y T; NOT USED NOT USED NOT USED b4 B4 H4 4'-6- +'-6' TAG SIZE COMMENTS TYPE: r)-Z 00 SCALE: N.T.S. B3 L 4' D x 8' W x 10' H RACKING APRVD BY: SALE.FATEEN B3 B3 B3 j Q4 Q4 QA 4 B4 B r 11 P P 01, 6060 Tigard , OR 44 E. F N_\ EXPIRES 12-31-2015 0140"W1 3/15 DESCRIPTION: I LAYOUT F � � 1E► MIC PLAN 6 DRAWING NUMBER: 15-0810-E ARCH . DRAWING ABBREVIATIONS PROJECT TEAM VICINITY MAP (90 do AND Fl)N. FOUNDATION PL PLATE ", �a y r: _ Tri L ANGLE F.E. FIRE EXTINGUISHER P.LAM. PLASTIC LAMINATE OWNER: NO ' t7" O AT F.E.C. FIRE EXTINGUISHER CABINET PLAS. PLASTERRECEIVED Z CENTERLINE FIN. FINISH PLMB. PLUMING '` `j` ' r COST Plus WORLD MARKET t N 2015 3 # POUND or NUMBER FlXT. FIXTURE PLYWD. PLYWOOD ARCHITECTURAL GROUP INTERNATIONAL FL FLOOR P.QC. POINT OF CONNECTION 650 Ux rty Ave. Union IV.I 07083 ."- �4'.a$2s3r3 `L'LItd`,dl, , ."""'' +i{`! sTil"4"i "5 �.#`3'. D 'i`.,�^ r rSWe.eSe,reathStreet,Cov;ngeon.KY4toai 0 ACCES. ACCESSIBLE FLASH. FLASHING PR. PAIR :. . v +C+x e++t� r E�t?� III Pt 859.26x.5400 F:859.261.5530 W ACT. ACOUSTICAL CEILING TILE FLUOR. FLUORESCENT PRCST. PRE-CAST (908) 886-0888 PHONE NUMBER ��; PROJECT SITE R l to NISIO www.agi-us.com 908 688-0295 FAX NUMBER aow *' .� ;-n..co,n ADI. ADJUSTABLE F.O.(XX) FACE OF (XX) PRTN. PARTITION ( ) _ F.O.C. FACE OF CONCRETE PR.TR. PRESSURE TREATED Points of Contact: _r .� 2 A.F.F. ABOVE FINISH FLOOR _ \ _ d h y u want AL ALUMINUM F.O.F. FACE OF FINISH P.S.F.F. PREFAB. STRUC. STL FABR. Stephan Chipkin, Arch. Project Manager :11 t Z POINT Stephen.ChipkinGbedbath.com esigningw ere o to go. APPROX APPROXIMATE F.O.M. FACE OF MASONRY PT. .Ea W ARCH. ARCHITECTURAL F.O.S. FACE OF STUDS PTD. PLANTED TENANT IMPROVEMENT FOR ASPH. ASPHALT F.R.T. FIRE-RETARDANT TREATED J a< B.C. BACK OF CURB FT. FOOT OR FEET Q.T. QUARRY TILE € H gp, E FTG. FOOTING QTR. QUARTER COST PLUS WORLD MARKET STORE p BITum. BITUMINOUS FURIL FURRING ARCHITECT. .....SW Las tm St WWW L R. RISERS DESIGNER NOTE CHECKLIST Y BLDG. BUILDING BLOCK RAD. RADIUS ARCHITECTURAL GROUP N11. kc 0 #6060 TIGARD gy GA. GAUGE R.D. ROOF DRAIN 7 W. Seventh St , ` ` ` .. c� c3 B.O. BOTTOM OF GALV. GALVANIZED REF. REFERENCE Covington. KY 41011 W BRC. BEARING GL GLASS REFR. REFRIGERATOR (859) 261-5400 1! 10108 z z z F BTYMI. BETWEEN GR GRADE RELINE REINFORCED (859) 261-5530 SW WASHINGTON SQUARE R BUR BOLT--UP ROOFING GYP. GYPSUM REQD REQUIRED Point of Contact: Timothy B. Seaman AIA ` Z GYP.BD. GYPSUM WALLBOARD RESIL RESILIENT teeaman0�1-�a.cam TIGARD, O 97223 G CAB. CABINET RET. RETAINING > CEM. CEMENT HAC HEATING AND COOLING RM. ROOM 0 CER. CERAMIC H.B. HOSE BIBB RIND. ROUND g� ` SW teak St .,.. .. vv a C.F. COLD FORMED H.C. HOLLOW CORE R.0. ROUGH OPENING 0 C.G. CORNER GUARD H.D. WAVY DUTY R.T.U. HVAC UHT , ��++,,��++ N- C.I. CAST IRON HDWD I�IARDwooD RWC RAINWATER CONDUCTOR NORTH F ' R ' CURRENT �,7 rJ R DRAWINGS � C.J. CONTROL JOINT HOWE HARDWARE 0 CLG. CEILING H.M. HOLLOW METAL S. SOUTH � CLxG. CAULKING HORIL HORIZONTAL S.C. SOLID CORE CURRENT REVISION a CLR. CLEAR W. HOUR SCHED. SCHEDULED SHEET DRAWING TITIN ISSUE DATE NQ. N CMU CONCRETE MASONRY UNIT HGM HEIGHT SECT. SECTION t1 0 CNTR. COUNTER HSS HOLLOW STEEL SECTION SF STOREFRONT _ : SYS She Ln. �� AO.1 COVER SHEET 06/15/15 SHT. SHEET z CO c�N PINING SM. SIMS AO.2 EGRESS PLAN, DETAILS AND NOTES 06/15/15 LLI g CONC. CONCRETE I.D. INSIDE DIMENSION S.J. SAWCUT JOINT o CONN. CONNECTION I.G. INSULATING GLASS SPEC. SPECIFICATION DA 0 DEMOLITION PLAN 06/15/15 CONST. CONSTRUCTION INFO. INFORMATION SPECD. SPECIFIED (SECTION) C 0 D E DATA N- W CONT: CONTINUOUS NSUL INSULATION S.ST. STAINLESS STEEL A1.0 FIXTURE PLAN 06/15/15 g U CORR. CORRIDOR NT. INTERIOR STD. STANDARD W C.P.I. CAROLINA PRODUCTS INC I.S.A. INTERNATIONAL SYMBOL STL sin DONE DATA A1.1 ENLARGED RESTROOM PLAN 06/15/15 0: a CPWM COST PLUS WORLD MARKET OF ACCESSIBNJTY �' S70RAGE A3.2 DOOR SCHEDULE, DOOR HARDWARE, AND DOOR TYPES 06/15/15 � C.T. CERAMIC TILE STRUC. STRUCTURAL CTR CENTER JAN. SUSP, SUSPENDED •USE GROUP: •PLUMBING FIXTURE MIN. REQUIREMENTS (TABLE 2902.1): D NV CTSK. COUNTERSUNK JT ,NOIR M - MERCANTILE (SECTION 309) TOTAL OCCUPANTS - 536 PERSONS = 268 WOMEN, 268 MEN A4.0 LIGHTING PLAN 06/15/15 � G1 Zd ° T.C. �OCERB WATER CLOSETS - 1 W.C./ 500 = 1 W.C. REQ'D A8.5 QUNE CHECKOUT COUNTERS & DETAILS 06/15/15 _ rn D DEPTH KIT: KITCHEN •TYPE OF CONSTRUCTION (TABLE 601 PER FIRE RESISTANCE LAVATORIES - 1 LAV / 750 = 1 LAV REQ'D W DBL Td�G TONGUE AND GROOVE z v. I TT GAR MINT L LENGTH BLE TG. ED � RATING REQUIREMENTS FOR BUILDING ELEMENTS): DRINKING FOUNTAINS - 1/1000 OCCUPANTS = 1 D.F. REQ'D W 83 0 D.F. DRINKING FOUNTAIN LAM. LAMINATE TMR THRESHOLD TYPE IIB, UNPROTECTED FULLY SPRINKLERED E1.1 ELECTRICAL GENERAL INFORMATION AND SCHEDULES 06/15/15 I- DET. DETAIL LAV. LAVATORY Z V T.I.G. TEMPERED INSULATING GLASS O NOTES: ' 0 �_ alai. amEwsloN LT. Err T.O. TOP OF •ALLOWABLE AREA QUALIFICATION (SECTION 503 & 506): 1. ALL GYP. BD. SHALL HAVE A MINIMUM FIRE RATING OF 20 E2.1 POWER PLAN 06/15/15 z 0 = D IM.. DISPENSER MAS. MASONRY T.P. TOP OF PAVEMENT MAXIMUM STORIES = 5 MINUTE TYPE-X GYP BD. SHALL BE USED WHERE NOTED. E2.2 LIGHTING LAYOUT PLAN 06/15/15 z 0 DN. DOWN MAX MAXIMUM Ts TUBE STEEL MAXIMUM ROOF HEIGHT = 75' 0 N a D.O. 000E oPIaEINc MECH. MECHANICAL TV TILEMON BASE ALLOWABLE AREA = 50,000 S.F. 2. REFER TO SHEET A2.1 FOR RETAIL SHELVING LAYOUT. � � H T:W. TOP OF WALL 3. REFER TO SPECIFIC DISCIPLINE SHEET FOR PLUMBING MECHANICAL, E2.3 LIGHTING CIRCUITING PLAN 06/15/15 x W DR. DOOR MED. MEDIUM + b W DWR. DRAWER MEMB. MEMBRANE TMP• TYPICAL » AND ELECTRICAL CODE DATA INFO. �► Z MINIMUM 44 AISLES WIDTH PROVIDED. E3.2 LIGHTING DETAILS 06/15/15 �, - M } DS. DOWNSPOUT MET. METAL ISHED 4. BASED ON OCCUPANT CONTENT, THIS BUILDING PROVIDES = N 04 DWG. DRAWING MFR. MANUFACTURER u c. UNC GROUND MINIMUM FIRE-RATING OF EXTERIOR WALLS (TABLE 602) AT LEAST THE MINIMUM REQUIRED PLUMBING FIXTURES. P1.1 PLUMBING FLOOR PLAN 06/15/15 ,� Q Q H MIN. MINIMUM , r w W 0 MISC. MISCELLANEOUS U.N.O. UNLESS NOTED OTHERWISE FIRE SEPARATION DISTANCE 10 OR MORE = 0 HRS 5. ALL OBSTRUCTIONS TO BE A MIN. 16 -6 A.F.F. } Int E. EAST M.OL MASONRY OPENING UR. uRNNAL FIRE SEPARATION DISTANCE 5� - 9' = 1)HRS G.C. TO COORDINATE ALL TRADES. P2.1 PLUMBING ENLARGED PLAN AND FIXTURE SCHEDULE 06/15/15 CD EX EACH Mi' MOISTURE RESISTANT VCT VINYL COMPOSITION TILE FIRE SEPARATION DISTANCE 0 - 4'� = 2 HRS >: a E.LF.S. EXT. INSUL do FINISH SYSTEM MTD. MOUNTEDO N g E.J. VERT. VEIRTICAL EXPANSION JOINT MIG. MOUNTING V� VESTIBULE CC1 p � m 0 EL ELEVATION V.I.F. VERIFY N FIELD •ACTUAL BUILDING AREA PER OCCUPANCY TYPE: [GROSS AREA] O o Q 0 IL ELEC. ELECTRICAL N. NORTH (� p IL V.T.R. vENT THRu ROOF MERCANTILE GRADE FLOOR RETAIL ) = 14,631 SF o EMER. EMERGENCY N.I.C. NOT IN CONTRACT MERCANTILE PRE-SALES) = 1 621 SF APPLICABLE BUILDING CODES:_ F- H VYVC VINYL WALL COVERING U � INCL ENCLOSURE LA0. NUMBER + .� EQ. EQUAL NOM. NOMINAL W WEST BUSINESS OCCUPANCY (OFFICES) = 557 SF BUILDING CODE: 2014 OREGON SPECIALTY CODE F N EQPT: EQUIPMENT N.T.S. NOT 70 SCALE TOTAL ACTUAL BUILDING AREA = 16,809 SF z o E.W.C. ELECTRIC WATER COOLER O.A. OVERALL W/OBSCURE WD wow STRUCTURAL CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE �" EM. EXPOSED aO..C.. ON CENTER T. WITHOUT •EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1): PLUMBING CODE: 2014 OREGON PLUMBING SPECIALTY CODE L EXST. EXISTING w O.D. OUTSIDE DIMENSION W WATERPROOF USE GROUP M (WITH SPRINKLER SYSTEM) = 250 FEET MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE EE x EXT. EXTERIOR OPNG. OPENING FABR. FABRICATOR/ FABRICATED . wSCT. WAINSCOT ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE o E.C. FURRING CHANa O.H. OPPOSIT c WT WEIGHT •OCCUPANT CONTENT (TABLE 1004.1.1): F.D. FLOOR DRAMFIRE CODE: 2014 OREGON FIRE CODE (OFC) 2009 ICC/ANSI A1171 M [GROSS AREA f SF PER PERSON = # PERSONS c.v �`' oo � o z .� o00rn MERCANTILE (RETAIL) = 14,631 SF/ 30 = 487 P SONS ACCESSIBILITY CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 r, 00 cv SYMBOLS LEGEND - MERCANTILE (PRE-SALES) = 1,621 SF/300 = 5 PERSONS 00 BUSINESS (OFFICES) = 557 SF/100 = 5 PERSONS m z 00 00 TOTAL OCCUPANT LOAD = 497 PERSONS ,- � z,.�,^ A LINE m" INTERIOR ELEVATIONS XXX-# FIIYPE •EGRESS WIDTH (SECTION 1005.1 : 0 (D [ PERSONS X 0.2'� PER PERSON = WIDTH] STORELRONT TYPE MERCANTILE RETAIL) = 487 X .2 = 97.4" A9.2 DETAIL/bWG. MERCANTILE PRE-SALES) = 5 X .2 = 1.0» ' \-+EL. o-o SPOT ELEVATION BUSINESS {0 FICES) = 5 X .2 = 1.0" T.O.CONC. F##1 PARTITION TYPE � ELEVATION � Olt TOTAL EGRESS WIDTH REQUIRED = 99.4 DISTRIBunoN: DATE: ASI BLDG. SECTION/DWG, FINFLR DATUM NAME Room NAME & TOTAL EGRESS WIDTH PROVIDED = 144.00 Prototype Ver. 1.2014 04/01/14 0-0 XXX NUMBER 4 OWNERS REVIEW 04/24/15 +NO. OF EXITS (TABLE 1021.1): REQUIRED PROVIDED PERMIT 06/15/15 WALL SEC710N/DWG. OR ## DOOR NUMBER OCCUPANT LOAD 501-1000 3 3 A9.2 DE'TAIL/DWG. ADDENDUM/CONSTRUCTION BULLETIN m FIRE EXTING. CABINET CODE DATA 1W-r Tam 3 ._._.., ._...._._.... ._...... ... ......_, .._..._...__... w: .I}. ------------ ARCH. PROJECT# 88B PROJECT# 140505 j _ tr. .......... .....- ,. .... ....... ..._..._.. DRAWN: CHECKED MP , 'TBS c } 0 NQ } . ._.... ..... ........; ---_ _.. ..... ...... 8O Qrl ip 0 0 e e PLANF 0 0 ® g ® NORTH MAW" � m COVER 5n 11§ SHEET - EL r ®AREA OF WORK A0A 0 GENERAL NOTES 1, G.C. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS AT AFFECTED AREAS AS REQUIRED. CONFIRM EXACT QUANTITY AND LOCATION WITH FIRE MARSHALL IN FIELD. FIRE EXTINGUISHERS ARE TO BE PROVIDED EVERY Z - 3,000 SO. FT. 3 ARCHITECTURAL GROUP INTERNATIONAL 2. THERE IS TO BE IN PLACE A WRITTEN AND APPROVED EMERGENCY PLAN ,5WeaIseventh St-,,Co,.;ngton,KY4=o,t W FOR EMERGENCY EGRESS AND RELOCATION OF OCCUPANTS. ALL P=859.261.5400 F:859.261.5530 W EMPLOYEES SHALL BE INSTRUCTED AND PERIODICALLY DRILLED WITH www.agi-us.com F RESPECT TO DUTIES UNDER PLAN. designing where,you want to go. z 0 3. ALL EGRESS TO BE FREE AND CLEAR AT ALL TIMES, W H 4. THE PATH OF ACCESSIBLE TRAVEL SHALL HAVE A MINIMUM CLEAR WIDTH 0 OF 4'-0". DESIGNER NOTE CHECKLIST Lj 0 5. THE MAXIMUM TRAVEL DISTANCE TO AN EXIT NOT TO EXCEED 200'-0 ° ° m `�, �- U U 0 W RA E ' ) \.3 ` + H j ' a � z a Za z a za = 6. EXISTING KNOX BOX KEY LOCATIONS ARE TO REMAIN. GENE L CONTRACTOR TO COORDINATE WITH FIRE MARSHALL IN FIELD FOR ANYI T z NEW OR RELOCATED BOX REQUIREMENTS. I i > 7, ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE i 160'-3" I ' I I I I a LISTINGS. 1 3 EXIT #3 IEXIT #2 8. PROPOSED ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE l 0 REQUIREMENTS OF NEPA 70. THERE ARE NO PROPOSED MODIFICATIONS r �. TO THE HVAC SYSTEM. p _ _ _......IL . .__...__ .. ; - Y.w■��y MJ.61YOIdN IN.6 w�Opl� r.w■MpOq 4iQ.11�01d1� , 9. ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT TO EXISTING CIRCUITS NO ADDITIONAL CIRCUITS OR PANELS WILL BE REQUIRED. �� * I ; t I ! ! rl■� W := I ~"— v SACK EC EC EC EC EC 07 OB 10.THE ELECTRICAL CONTRACTOR WILL FIELD VERIFY EXISTING LOADS ON �- � CN N N j os ms THE CIRCUIT AND WILL NOT EXCEED 80% OF THE CIRCUIT BREAKER L' "j ' " _ „ W I - W ca ! na o CI') °tr ti M C.7 N Q �' N m ! = ILLO.II�OIVN ILL61tlt0�e1N i r• 11�01v0 1 II.LO.II�OIVI� U RATING. (1.E. 16 AMPS ON A 20 AMP CIRCUIT BREAKER). ' _.A V; r _ HOME I I _ mpp pp W oD M W W as n ?� z N o z OFFICE we 5 we 3 wB 2 we s we 7 ws 8 11.ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH !; J P N aoo sO Er 4 T 1 IL ` z� a v a �„ n � N n N Nm 04 03 I Fap9r Lighting 0 W GOOD INSTALLATION PRACTICES, SPECIFICATIONS AND THE LATEST EDITIONS � �, o C3 i o m m m m o 0 OF ALL APPLICABLE LOCAL STATE AND NATIONAL CODES. ALL I o COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S — L� is 4 ti RECOMMENDATIONS. l _--� 1 � n'� i ! we s m wB 3 z ® LTJ ' � � � � � � � � I• � � � � � � � � � I• � W 0 0 ACCESSIBILITY NOTES z I I !I W 1. COMPLIANT ACCESS FOR PARALLEL APPROACH IS TQ BE 34" HIGH 4 ° p z {n = MAXIMUM COUNTER HEIGHT 34" MAXIMUM SIDE REACH PERMITTED OVER Z OBSTRUCTION) MINIMUM 30 WIDE BY 48 LONG APPROACH WITH o Io F, W MINIMUM 60 AISLE. J ��yy 0!n � c � G J V I I 1 ! I FURNITURE I I` iVI �3 Z M 2. WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE 1,112 S4 FT l °0 a r ^, DINING 1 r o M p I: �,, Q 1 `V I i C v o _ ?! w co PROVIDED IN ACCESSIBLE PUBLIC USE OR COMMON USE AREAS, 5 FURNITURE - - - SEASONAL - _ _ - __ _ ___ m " - - IE - Q r — . '_' N Q PERCENT, BUT NEVER LESS THAN ONE, MUST BE ACCESSIBLE AS 11 `1' a l °° — (O� J[�� J z \ 1 2,960 s ft o i i I L____�I �_ } PROVIDED IN THIS SECTION. AN ACCESSIBLE ROUTE OF TRAVEL SHALL pOp► 1 q 01 o ;I I! I' C > O I 0 �' J LEAD TO AND THROUGH SUCH FIXED OR BUILT-IN SEATING AREAS OR 40 \ w N I I I to ! wo I1 7;i 11 ClD f �0 d ,. TABLES. ® O _ oo I I Apparel I I p a 3. IF SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT I i I '�''''="` `I o - _._,II o U J FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE SHALL BE PROVIDED. I , ry o' ■�I-- ' sem' ~ Jewel ,. - SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE I � 06 08 1 or ytDg alpuOD W THAN 19". 3 TT Textiles I o rdwa h z 0 FB 01 F8 02 FB 03 FB D4 FB 05 u c D9 O o c FEAT FEAT I 0 I lBl amtoaj ' 60 8j Candle 1 iado 5 I II V FB 11 FB 10 F8 09 FB 08 FB 07 mace 01 02 d r 5 KNEE CLEARANCE. o Gloss & Borwore i w I a I U • cn 9 IF SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED `` ' m o 3 t-L Q » „ _. - ._._;.._.— 1_o. ._......._.__..Guar ers.. _.Fta ..e_.______.. ._._. TABLES OR COUNTERS, KNEE SPACES AT LEAST 27 HIGH, 30 WIDE - - _._. w �, o` . m F8 15 FB 14 FB 13 08 I l /1..._ N rnm- m m Q H 0 AND 19 DEEP SHALL BE PROVIDED. - FB 17 FB 18 FB 1 4m FEAT 07 m ' , o CD i•: t_.__. c!i wt I C7 w w zl BJ p C7�l n -P --� t .�_ w w M EXCEPTION: KNEE CLEARANCE IS NOT REQUIRED AT CHECKOUT Dinnerware WORLD #1 #3 #5 #� o w .� D m „o o V w o t CJ ao DU 0 I ! I ttmoNrn I's +l Zt — QC� 000) C0N DO THIS WEEK 3 m o — w t� COUNTERS OR SERVICE DESKS/COUNTERS. �� Aon► Q _ �, I 235 sq ft , a m — o ! (l= 0 C� = is SEAT I vo,anca m o f I. I I FEAT 05 m cp C,I Q CO DD 4. HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS 1=� T to �o -I Q tw- m _21, 0000 HA " TO 34" FRO THE FLOOR OR GROUND. o o Whitewore & Glass '� on � e � ry —t Z p .-.,-. S LL BE 28 M ;; Connoiseur DinnerWor FEAT 03 FEAT 09 s —_� �? FB 20 FB 21 F8 22 F8 23 F8 24 n ' i PYUR. I 00 00 m I sage # ri O O C� 5. AT THE CUSTOMER SERVICE DESK WHERE A SINGLE COUNTER CONTAINS FB 30 FB 29 F8 28 FB 27 FB 26 FF Baking cJ 0 F8 32 I # #4 #6 I t m £ � z 9Ya t �i3 YHIU !go t o £ 8M z eM t 0 I U MORE THAN ONE TRANSACTION STATION, AT LEAST 5%, BUT NEVER LESS Entertaining salad m FB 3+ F8 33 —— m r _.. & Stocking � F8 37 F8 36 F8 35 w B THAN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A I 2 ! 1 Cieonin�g FEAT 11 3 Lt SECTION QF COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN j1 ' Slcckrg outs, (` ----•------- — — _____�jt� --- — ------�+4a----iGtct+en-Textikr-- -Cvo .' OMenr — � — -_ ---._.-_______ ..__ .._...._...-�_. - 28" TO 34" HIGH. THERE IS A 5'-8 1/2" WIDE SECTION AT THE FRONT i : DISTRIBUTION: DATE: wB 18 wB 19 wB 20 WB121 w8 22 w6 23 90 eM LO BM 90 BM 60 BM Ot eM tt BM t 8# £t 8M tt BtA 01 02 03 04 05 06 07 1 I OF THE CUSTOMER SERVICE DESK AND A 6'-9 1/2" WIDE SECTION TO Protc►tYPe Ver.1.2014 04!01114 THE SIDE FOR ACCESSIBLE ACCESS. ! ! I I I I OWNERS REVIEW 04/24115 6. SALES AND SERVICE COUNTERS, TELLER WINDOWS, AND INFORMATION I PERMIT 06/15/15 COUNTERS. I EXIT #1 IN DEPARTMENT STORES AND MISCELLANEOUS RETAIL STORES WHERE I 1 COUNTERS HAVE CASH REGISTERS AND ARE PROVIDED FOR SALES OR I I I I I I I ! DISTRIBUTION OF GOODS OR SERVICES TO THE PUBLIC, AT LEAST ONE MAIN OF EACH TYPE SHALL HAVE A PORTION OF THE COUNTER WHICH IS AT I LEAST 36" IN LENGTH WITH A MAXIMUM HEIGHT OF 34" ABOVE THE ENTRANCE I FINISH FLOOR AND LOCATED ON AN ACCESSIBLE ROUTE. j 7, CUSTOMER SERVICE DESKS TO HAVE MAXIMUM 34" HIGH DESKTOP WITH MINIMUM 27" HIGH KNEE CLEARANCE FOR DEPTH OF V-7". 8. MINIMUM NUMBER OF CHECK OUT STANDS TO BE ACCESSIBLE PER THE FOLLOWING: 1-4p STANDS (1 ACCESSIBLE MINIMUM) 5-8 STANDS (2 ACCESSIBLE MINIMUM) ARCH. PROJECT# BBB PROJECT# 140505 9-15 STANDS (3 ACCESSIBLE MINIMUM) DRAM: CHECKED: OVER 15 (3 PLUS 20% OF ADDITIONAL AISLES ARE TO BE KRP TBS ACCESSIBLE. 9. BRIDAL REGISTRY DESK TO HAVE MAXIMUM 34" HIGH DESKTOP WITH MINIMUM 27" HIGH KNEE CLEARANCE FOR DEPTH OF V-7" AND MINIMUM N �� WIDTH OF 30". ISLAND DESK TOP OPEN UNDERNEATH. z 10.COMPLIANT ACCESS TO REGISTER IS PARALLEL APPROACH WITH �� - COUNTER WHICH IS AT LEAST 36" IN LENGTH ACTUAL 3'-11 3 4" WITH °G � Q A MAXIMUM HEIGHT OF 34" (ACTUAL 33") ABOVE THE FINISHED FLOOR LEGEND 8 AND WITH MINIMUM 30" WIDE BY 48" LONG CLEAR APPROACH WITH SYMBOL DESCRIPTION MINIMUM ACCESSIBLE ROUTE OF 60". EXISTING FIRE RATING NOTES D EXIT NOTE: _ 1. THE EXISTING FIRE RATINGS OF COLUMNS, BEAMS, WALLS AND FLOORS SEE FIXTURE PLANS ON ACCESSIBLE ROUTE (MAXIMUM TRAVEL DISTANCE 250'-0") DRAWING TITLE: TO MAINTAINED. EGRESS PLAN, SHEETS A1 .0 FOR DETAILS 2. THERE ARE NO PROPOSED PENETRATIONS TO EXISTING FIRE RATED AND NINES WALLS OR FLOORS. AISLE DIMENSIONS AND EXIT / EGRESS PLAN 01 DEPARTMENT NAMES. 3. ALL STEEL COLUMNS ARE CURRENTLY ENCLOSED WITH 1 HR FIRE RATED AO,2 ASSEMBLY WITH NO PROPOSED MODIFICATIONS, SCALE: 3/32" = 1'-0" 0 1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING BUILDING AND IS NOT INTENDED TO REPRESENT `AS-BUILT" CONDITIONS. FOLLOW PROCEDURES OUTLINED IN SECTION 02060 FOR REQUIREMENTS TO VISIT SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITIONS WHEN C6 BIDDING THE WORK. O' 2. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR MUST FIELD VERIFY ALL 3 EXISTING MECHANICAL, PLUMBING AND ELECTRICAL WORK LOCATED IN THE ARCHITECTURAL GROUP INTERNATIONAL g TENANT SPACE WHICH AFFECTS THE ADJACENT TENANT SPACES. THE LANDLORD AND THE ADJACENT TENANTS MUST BE NOTIFIED PRIOR TO t5 West Seventh Street,Covington.KY4tou SHUTDOWN OF ANY SHARED MECHANICAL, PLUMBING AND ELECTRICAL P:859.26r•540o F:859.261.5530 N1 { SYSTEMS. www.agi-ua.com _ F H \ 3. EXISTING CONSTRUCTION SHOWN TO REMAIN INCLUDING BUT NOT LIMITED TO designing tt'hemjouwa'tttop. F WALLS, PARTITIONS, DOORS, FRAMES, ETC. AND OTHER ITEMS WHICH BECOME Z ! # EXPOSED DURING CONSTRUCTION SHALL BE PROTECTED DURING DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE w RESTORED TO MATCH PRE-DAMAGED CONDITION. 4. PROVIDE ALL NECESSARY SHORING, BRACING, AND SUPPORT TO PREVENT H I ( MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE ] ( I I ( ( I DEMOUSHED, AND ADJACENT STRUCTURE OR ELEMENT SHOWN TO REMAIN. DESIGNER NOTE CHECKLIST SHORING AND BRACING SHALL BE DESIGNED BY CONTRACTOR'S Y ; PROFESSIONAL ENGINEER LICENSED IN THE APPLICABLE JURISDICTION. Lq 5. PROVIDE TEMPORARY WEATHER PROTECTION AND SECURITY DEVICES DURING '�"` "�` 0 0 - - - INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION F-nom. �-`' a �a o oa o a oa _ _ - r:� ,, - 11- ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO z z< z < z a -rrP- - J-�- - -j- --`--- - I I€ ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR I 1 - TO INTERIOR AREAS OF EXISTING BUILDING. i d 0 + _ T _ I E— �- I ( - - - _T I �I 6. EXISTING CONCRETE FLOOR SLABS, MASONRY WALLS AND EXISTING - FT� STRUCTURAL FRAMING SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY - TM ' *1 .. ' SAWCUT FROM EXISTING CONSTRUCTION. COMPLETELY REMOVE FOOTINGS, 0 f - + - I I I'% � E I EI�� l.._ J ! _ _E r l FOUNDATIONS AND ABOVEGROUND AND UNDERGROUND CONSTRUCTION. d "* �I �- - WERE - --�- I II 7. ERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, 0 1A id I n ! ; (C� II REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH. # i i s i+ ''I f f 0, 1 r REPAIR AND PATCH ALL REMAINING SUBSTRATES THAT WERE ORIGINALLY O /'X� x- � # iI GOURMET � z, � �, _J � �. J � CONCEALED BY EXISTING FINISHES, BUT WILL NOW BE EXPOSED IN THE NEW ' _ I � .., �? ; #-...- FEATURES I f �_ ._._i , >r4d;p _.1_-�m( I 1� ( �( 1 i� coNsrRucnoN. IL _ -r -r- °° ' I C f 8. SALVAGE MATERIAL AS REQUIRED FOR PATCHING AND INFILL (SEE DRAWINGS I� FOR NEW WORK). SALVAGE MATERIAL SHALL BE CLEANED AND STORED IN Z - � ll rtlrvaa+ '^ y ?-TI (` - I ] III AREAS AWAY FROM THE DEMOLITION OR UNTIL NEEDED. 0 02 - 9. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITIONS IN _ . _. { ;was ...� Z - L!7* j ( j t_ --- MATERIALS, CONSTRUCTION AND FINISH, UNLESS SPECIFICALLY NOTED W 1 ElSEWHER E IN THE CONSTRUCTION DOCUMENTS. 10. REMOVE ALL EXISTING OBSOLETE MISCELLANEOUS NON-LOADBEARING ITEMS IN - - - - - - - - - - - - - THEIR ENTIRETY THROUGHOUT TENANT SPACE ABOVE AND BELOW EXISTING I.W. W COUNGS, INCLUDING (BUT NOT LIMITED TO) PLASTER AND DRYWALL PARTITIONS, DOORS, FRAMES, SOFFITS, STUDS, FURRING, INSULATION, CEILING Lu SUSPENSION SYSTEMS, ETC. PARTICULARLY WHERE EXISTING ITEMS WILL I 1 I J I i I] INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE I I EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS w l i I I cl f '' V z Z Z I I # I I I I ='; SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN. _ U L!A Z -ZI REPAIR AND PATCH ALL SURFACES TO REMAIN, WITH MATERIALS MATCHING G Q of x I �7d EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. I I f-{-I ( cl ! II 11. REMOVE ALL EXISTING OBSOLETE PLUMBING, MECHANICAL, AND ELECTRICAL _ F;l I !' EQUIPMENT IN THEIR ENTIRETY THROUGHOUT TENANT SPACE PARTICULARLY PLS W O E ! - - I _ - I I - I I I ( _ I ! _. _I( _ # - WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW Lr------_ ML - t_...._ -,: ;...... i, CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW F- O a a # ' # I I I I ( I ! ]# it I I�- CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT Z I I I \ € \11J, I f DOCUMENTS TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. . l � Cy O W 1I I I I � ( ] I #I; E COORDINATE WITH NEW CONSTRUCTION. Z F�l F21 I I I I I (I I I I = 0 E co EE�I E 12. COORDINATE WITH CPWM CPM ANY AND ALL EXISTING ITEMS TO BE RE-USED. �� Z F v a a a I I I I -•�- I I '�_ ( 4 —glil 13. EXISTING FLOOR TO BE CLEANED, SMOOTH, FLAT do PREPARED TO ACCEPT [�U N I I I II ►+_. � � I �^ t ' � lil FLOOR FINISHES AS NOTED IN SECTION 03710. VISUAL INSPECTION OF THE '110 W I _ _ _ __ __ I $ I _-_._.J L_ - =`. 1_.....-. lil SLAB IS TO BE PERFORMED BY THE CPWM CPM PRIOR TO PUTTING DOWN F- --- ANY FLOOR FINISHES. CPWM CPM TO BE NOTIFIED 4 WEEKS IN ADVANCE �"� '`�� I E PRIOR TO INSTALLING FLOOR FINISHES TO DETERMINE IF THERE WILL BE A W = N NEED FOR A CHANGE IN FLOOR FINISHES. IF EXISTING FLOOR MASTIC ti I ] EIiCONTAINS ASBESTOS IT MUST BE REMOVED MECHANICALLY IN LIEU OF ¢ QW I I I 33v� rT11QJZ �; s.. • ® ; I I + I 1 I `3;1T11V �; I - J ` I #I I { iI CHEMICALLY. (� . I It 1j I — 0 # LAD -I 1 I ] I 14. COLOR OF PATCHING FOR CONCRETE SURFACES TO BE GRAY IN COLOR TO - ---_- LLJ MATCH ADJACENT EXISTING SURFACE AS NOTED IN SECTION 03710. �� co Clow • '°"' • i " -- -� ! ? I # I I Ii 15. GC TO FIELD MEASURE THE INSIDE PREMISES AFTER DEMOLITION HAS 0 ""` a.•, """' ri 3 - - o ] w r' I - j I #'* �_� OCCURRED AND THE DEMISING WALLS ARE INSTALLED. INFORMATION IS TO BE Q Q .dVd W FOR ARDED TO CPWM APM do CPWM CPM WHEN COMPLETED. O - I I— ,1., J 0 N # -- - I I# 16. DO NOT CHIP OR CRACK THE EXISTING CONCRETE DURING REMOVAL OF d I 1 I - -I I _1s I] - I I ] TrP-I F- - T_ __ _-r. .___ � _. . I II`, i EXISTING FLOOR FINISHES. o I C I I I , I , I I _ �, P -I I _II ��.y —� �I## + 17. G.C. TO PROVIDE DUMPSTER AND CONTINUOUS CLEAN-UP DURING DEMOLITION F ► I I THS ORW I C' -- -y- I I W �i ! _} TO PROVIDE A CLEAN ANp SAFE WORK SITE. F_ ( THIS�Ex I �' 1 I f 1 ' #€ � -I �z 2 i 3 .. __.r...... ._.... _ _F _ _ � E/ I� o.oa• � LL. X rr TYP-I TYP-IereiTYP•1 TYP•I TYP•1TYP•I,Mr• ffiI #rfP-F . I I 1 I ! TA&LETM FRAMES 05 - - Doco "C" O HH F t1') O � � 00 CQ —j W Z Co Do I I I I I I I m co co � = Z I N 0 a 0 O O I I I I 0 � w Z)rn rn DISTRIBUTION: DATE: Prototype Ver. 1.2014 04/01/14 OWNERS REVIEW 04/24/16 PERMIT 06115116 DEMOLITION KEYED ® NOTES DEMOLITION NOTES 06 u1 REMOVE EXISTING PARTITION. SOURCE: V. 1.2014.A N.T.S. ❑2 REMOVE EXISTING DOOR AND FRAME. REMOVE REGISTER BAYS. ® REMOVE EXISTING DRINKING FOUNTAINS AND SALVAGE FOR RELOCATION. TERMINATE ALL LINES TO FLOOR OR ABOVE AND CAP. E REMOVE EXISTING CEILING AND LIGHTING s - ARCH. PROJECT* BBB PROJECT* 140505 DRAWN: CHECKED: KW TBS "CONTRACTOR'S VERIFICATION OF EXISTING CONDITIONS" + N 0 st O 1, VERIFIED EXISTING CONDITIONS AND z coIn EXISTING WALL/PARTITIONS (CONTRACTOR'S SUPERINTENDENT) z § L,_ TO BE REMOVED ALL ARCHITECT-REQUESTED OVERALL AND INTERMEDIATE DIMENSIONS ON THIS o DRAWING, (AS DESIGNATED HEREIN AS "( '-#")") ON —_E(DATE) FOLLOWING � N EXISTING WALL/PARTITIONS PARTIAL OR COMPLETED DEMOLITION WORK, AND SENT TO REMAIN A COPY OF THIS ANNOTATED DRAWING TO THE DRAWING 11T1_E: • ARCHITECT'S OFFICE ON ALL DIMENSIONS PROVIDED DEMOLITION (DATE) FLOOR ARE BELIEVED TO BE TRUE AND ACCURATE. PLAN DEMOLITION PLAN 03 LEGEND 02 RESURVEY CERTIFICATION 01 SOURCE: V. 1.2014.A 1/16= 1'-0" SOURCE: V. 1.2014.A N.T.S. SOURCE: V. 1.2014.A N.T.S. 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FOR LOCATION +o'-o' BOLT TZ (2' EMBED) DEFLECTION CRITERIA ORAWING TITLE: a. 850 PSI IN BENDING, Fb b. 1,400 PSI IN COMPRESSION PARALLEL WITH GRAIN, Fc CONT. PT2x4 WA-0 CARBON BOLT SHELF TO CONT. , „ FIMRE c. 180 PSI IN HORIZONTAL SHEAR, Fv STEEL KWIK BOLT TZ @ 2x W/%' LAG SCREW CQ 6 —0 UNITS I� 8'-0" UNITS ® 10'-0" UNITS �- METAL STUDS 0 16" d. E-1,600,000 PSI 2'-0- O.C. (2 EMBED) O.C. TO 12' A.F.F. PLAN HANGING GRID DETAIL 07 LEDGER DETAIL @STOREFRONTGLAZING 00 BLOCKING 05 WALL TYPES 04 A1 ,0 0 3/8"=1'-0" 3/8"=1'-0" Q SALES FLOOR FIXTURES SOURCE: V. 1.2014A 3l8"=1'-0" N.T.S. • m� z 3 ARCHITECTURAL GROUP INTERNATIONAL a cgw-t s—enth Street,cmington,KY+tou P:859.26T.5¢oo F:859.26T.558o w www.agi-us.com W designing whenyou want togo. z 0 W J Q DESIGNER NOTE CHECKLIST Y 0 Lu Z Q ZQ Z +aaC. Zd z 830 a O 0 w IL z 0 0) z w 0 W 0 F- W Lu gu 0W U } oU. RESTROOM NOTES W F0 ¢ Cy ADJUST HEIGHT OF WATER CLOSET TO 17"-19' MAX. A.F.F. 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PROJECT# 888 PROJECT# 18" GRAB 3'-4" BAR 1'-0,t " --�� 140505 42" GRAB 4 36" GRAB DRAWN: CHECKED BAR BAR -- KRP TBS O _ x V MI I Q ' z= N 7" MIN. j z o 3'-6" 9" MAX. 1 —6 " S s IN ELEVATION ELEVATION ELEVATION SCALE: SCALE: 1/4"=l'—O" DaAwINc nTtE: ENLARGED RESTROOM PLAN RESTROOM MOUNTING HEIGHTS 02 FIXTURE PLAN 01 0 3/16"=1'-O" SOURCE: V. 1.2014A 1/2"=1'-W Al , 1 FINISH HARDWARE SCHEDULE (FOR MORE INFO SEE 08+710) HDWR QTY. MODEL DESCRIPTION HDWR QWY. MODEL DESCRIPTION SEWR QTY. MODEL DESCRIPTION SETS # SETS # t!1 Z 1 • HARDWARE SET N0. 1; AL AUTOMATIC SLIDING ENTRANCE DOOR (DOORS 101, 102) HARDWARE SET N0. 6: HM EXTERIOR DOOR (DOOR 108; LOCATED AT RECEIVING AREA) 12. HARDWA 12'' HM INTERIOR DOOR (DOOR 162) ARCHITECTURAL GROUP INTERNATIONAL 15 West Seventh Suet,Covington.KY4t01t 0 P:85g.26T.5400 F:859.26T.5530 W Ht FULL MORTISE HINGES (NRP) 3 H2 FULL MOR11 ES ..WW.ag.-,1E.to>n W ADHESIVE SIGN 'THIS DOOR TO REMAIN UNLOCKED DURING SINESS HOURS* designing witeneyou want logo. W 1 �3 (BOCA) 1 C1 PARALLEL ARM CLOSER (INTERIOR SIDE) 1 L1 LOCK Z 0 1 C01 RASS CONTRUCTION CORE 1 1 KICKPLATE 10'x34' (INTERIOR SIDE) 1 FLOOR DOME STOP W Q , oe/ THRES , FURNISHED BY THE AUT ATIC SLIDING ENTRANCE DOOR ALUMINUM SADDLE THRESHOLD 1/2" x 5' {ADA MPLIANT) 1 C01 W MANUFAC ER � T1 Wf NEOPRENE GASKET. BRASS CONSTRUCTION CORE DESIGNER NOTE CHECKLIST Y 1 Wt WEA ERSTRIPPING, JAMBS, & HEAD 13. NOT USED IY 3 1 DC2 DOOR BO M `' a F-a k- ' a I--a W z z<z < z< F 1 V1 *DOOR SPY' SE ITY DO VIEWER {g NOTES: Z F3 1, ALL OTHER DOOR ISH HARDWARE SHALL BE FURNISHED BY TH LUMINUM 1 E1 EXIT DEVICE Wj EXI M, EXIT ALARM CYLINDER, do OUTSIDE TRIM DOOR MANUF RER/ INSTALLER AS SPECIFIED IN SECTION 08410- UMINUM ENTRANCE ORS AND STOREFRONT, 2 CY4 RIM CYLJND INTERIOR dt E TOR SIDE) 14. NOT USED a O 2 CO, BRASS OhNSTRUCTION CORE IY 0 1 RD1 D R DRIP CAP G. , P3 DETENTION PULL (INTERIOR SIDE) W Z 0 NOT USED co z 2. LLI NOTES: 1 CJ. fA T NO. i;�; ROOF HATCH (LOCATED AT PRE-SALES 105); D 1. G.C. TO INSTALL DECAL SIGN WHICH STATES, " EMERGENCY EXIT ONLY, ALARM WILL I CABINET 'A» ' "' AT PRE-SALES t05) W m SOUND`. THIS DECAL WILL BE PROVIDED IN THE BOX FOR THE PANIC DEVICE. FW 5 U 1 PLt PADLOCK WITH SH 1 C01 ASS CONSTRUCTION CORE W IL OLLI 13 U G 7. RDWARE SET NO. 7• HM INTERIOR DOOR (DOOR 160, 163) } 16. BREAK ROOM DOOR (164) V0 0 . W ZO 3 H FULL MORTISE HINGES Z o 1 L3 LOC 3 FULL MORTISE HINGES C 0 W 1 S, FLOOR DOMES 1 K2 » D z U V H KI TE 10 X 40 (PUSH SIDE) 0 Z Z U 1 C2 REGULAR AR OSER (PULL ) 1 S1 FLOOR DOME Q U FBI Q �o ° w , C01 S CONSTRUCTION CORE 1 C2 REGULAR ARM CL SIDE) CHASE DURUS d Z th } 1 1R1 KEYPA CK NA 4123 DOOR fL NA 4124 FRAME � � � � N > � 0 1 C01 BRASS CONSTRUCTION CORE Q Q Q co � } 0 0 00 ,. W� $, HARDWARE SET N0. 8: DOUBLE ACTING IMPACT DOOR (DOOR 110) D a � � Q „0 (� � 0 a. V J AR WAR T N • HM EXTERIOR DOOR DOORS 104, 105 NOTES: HARDWARE SET N0, 17: HM INTERIOR DOOR (DOOR 115, 116; LOCATED AT DOOR TYPES f EV 1 1 O O ~ JA 4 H D ESE 0 3. ( ) 17, T ROOMS) F 1 ALL DOOR FINISH HARDWARE WILL BE FURNISHED BY CONTRACTOR THRU SOURCE: V. 1.2014A N.T.S. DOUBLE Z G 3 H1 FULL MORTISE HINGES (NRP) CONTRACTOR. IMPACT DOOR MANUFACTURER AND INSTALLED BY THE 3 H2 FULL MORTISE HINGES 0 �_ DOOR FRAME -- W 01 EXIT DEVICE WITH EXIT ALARM (INCLUDE BRAILLE FOR VISUALLY IMPAIRED) 1 L5 LOC DR. HDWE FIRE CT10N 1 CY4 RIM CYLINDER FOR EXIT ALARM 1 CO, BRASS CONSTRU C LOCATION FINISH FINISH 0O TYPE MATERIAL WIDTH HEIGHT THK. PUSH SIDE/ PULL SIDE MATERIAL HEAD PUSH SIDE/ PULL SIDE SET LABEL REF REMARKS ALT, HAR WAR FOR MULTIPLE OCCUPANT TOILET C1 PAR L ARM CLOSER (INTERIOR SID 9, 1 S1 FLOOR DOM DBL. ACTING t_ » » U DD `n S 110 STOCK ROOM B IMPACT OR. 6'-0' 8'-Op - MFR. PREFIN. H.M. 2 MFR. PREFIN. 8 - 08300 REFER TO NOTE #2 BELOW z m < O opo N 1 T, ALUMINUM SA LE 1HRESHO /2" x 5' {ADA COMPLIANT) W/ NEOPRENE 1 C2 ALI EL ARM CLOSER (AT TOILET ROOM p U o -�! 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CHRE N 1 • HM INTERIOR DOOR (DOOR 120) 1 C2 PARALLEL ARM R RAL OFFICE SIDE , WS-1 WALL 1 PLt PADLOCK WITH SHACKLE SIZED FOR SECTIONAL HEAD DOOR RAIL-TO-DOOR 3 H2 FU TISE HINGES 1 V, KING PROVISIONS DOOR SPY' SECURITY DOOR VIEWER 1 ColBRASS CONS TION CORE 1 L3 LOCKSET 1 COS BRASS CONSTRUCTION CORE NOTES: 1 C01 LBRP ONSTRUCTION CORE 1, ALL OTHER DOOR FINISH ARE WILL BE FURNISH E THE SECTIONAL OVERHEAD DOOR MA CTURER AND INSTALLED BY THE C ACTOR. 21. NO 2. REFER TO SEC 08300- SPECIAL DOORS. NOT MISCELLANEOUS A A DOOR ANDD PULLS (INTERIOR, AT BASE ARCH. PROJECT# BBB PROJECT# . � AND WALL CABINETS, VARIOUS LOCATIONS : 140505 DRAWN: CHECKED: 38 LL, 4' WIRE BRASS, CHROMIU :D (CONTRACTOR TO K,RP TES 5. HARDWARE SET N0. 5; HM SPECIAL SIZE EXTERIOR DOOR (DOOR 107; LOCATED AT COMPACTOR :RIFY QUANTITY; PROVIDE ONE PULL AT EA TNG DRAWER ANO HINGED CABINET DOOR) 3 H1 FULL MORTISE HINGES (NRP) C�: o ,9� L LocKSET ADDITIONAL NOTE: cl::-\ _ _ Y Q 1 C3GULAR ARM CLOSER (INTERIOR SIDE) o CONTRACTOR TO PROVIDE PADLOCK (PLT) FOR TRASH CONTAINER ATTACHED TO COMPACTOR. O 1 D1 DOORS S` $ 1 W2 WEATHERSTRIPPI JAMB HEAD t N 1 OH2 OVERHEAD DOOR P ( RIOR SIDE) 1 Coll BRASS3PII46RUcTION CORE GENERAL DOOR NOTES: 1 G2 KE SEAL GASKET 1. 'EXT-1': EXTERIOR H.M. DOOR do FRAME PAINT COLOR TO MATCH ADJACENT BUILDING COLOR. DRAWING TITLE: Z WELDED FRAME BY DR. MFR.; CUSTOM SIZE COORD. W/& INSTALL AFTER STORE FIXTURES. DOOR HARDWARE, 3. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES DOOR SCHEDULES& NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. DOOR DOOR TYPES CLOSERS SHALL BE ADJUSTED AS REQUIRED TO MEET APPLICABLE ACCESSIBILITY REQUIREMENTS (i.e. - MAX. SLBS FORCE TO OPEN) FINISH HARDWARE SCHEDULE 03 4. INDICATE KEYED SIDE WHEN ORDERING. KEYED SIDE TO FACE THE SALES FLOOR. DOOR / FRAME SCHEDULE 01 A3.2 SOURCE: V. 1.2014A N.T.S. SOURCE: V. 1.2014A N.T.S. 0 LIGHTING FIXTURE SCHEDULE N SYMBOL ID DESCRIPTION A16 16'-0" FLUORESCENT FIXTURE ARCHITECTURAL GROUP INTERNATIONAL tg We•t Seventh Street,Covington.KY.}tott Al2 12'-0" FLUORESCENT FIXTURE P:g59•zwww' o F:859.261-5530 c•553o www.agi-ua.eom W es+iming w myon warts Logo. z O A8 8'-0" FLUORESCENT FIXTURE 0 W Q 0 A4 4'-0" FLUORESCENT FIXTURE w DESIGNER NOTE CHECKLIST X BR- CEIVING AREA m m 0 0 CO 0 � u RECEIVING AREA 0 a 0 t—a F 0 BR— 4 z4 z °d za o CO z ECEIVING AREA 0 0 BR- e0 f • a B8 8'-0" PRE-SALES LIGHT FIXTURE W/ GUARD 0 B4 4'-0 PRE-S a a� z 0 1-71 X2 REFER TO PROTOTYPE DWG. 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NEW LIGHTS — CO z - ao � � >- 000 • (MOUNTING HEIGHT J Of z CO CO 7%4- - ' I TO MATCH EXISTING) n- Q m -o 0 3 - - - - �— - - --�- - - - - - - - - - -- --- - - - --�-- - - - - - - w 0 00000 _._ __ �_...._. o a C) 2 co CD \ � ca5� _ 6 , . • �.i 6 " ......_..._ MIEN �I WOMEN aT .....__ rrrr ....... _ I 1 c4 I I cfl I . 1 I e I DISTRIBUTION DATE I �V>i u ' 7 0 I Prototype Ver.1.2014 04/01/14 _....... ---- OWNERS REVIEW 04124/15 2, 12>~ PERMIT 06/15/15 1..._... - - - - - --- _ - - - - - - - - - - - _ f I I , ......... ...... _ - _..... ........ ............ __ r -. �.. t tf I i 2 -0 .......... l F-11 — ! — f0' — - - ! F - 1 - --.. _..... _..._ i .... _ .._} ._E E� �._ - --.� 1 _ 1 i — w ttfr ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ARCH. PROJECT# BBB PROJECT# all 4-- - - - - - - - - - - - - - - - 140505 DRAWN: CHECKED: KRP TBS x- 0- z Z Li 1 I 1 1 I t 1 z N DRAWING TI1U: LIGHTING LIGHTING PLAN 01 PLAN SCALE: 3/32" = l'-O" A4 ,0 o ---------- ............ -------- NOTES: ZCHECKOUT COUNTER FURNISHED (AS PURCHASED FROM CPWM's NATIONAL ACCOUNT VENDOR) AND INSTALLED BY CONTRACTOR. ARCHITECTURAL GROUP INTERNATIONAL i6W"tS�vtnthStrcet,Covington,KY4xo;i P:859-261-5400 F:859-261-5530 Lu CONTRACTOR RESPONSIBILITIES INCLUDE: �.agi-ugxom (0) W designing whereyou want togo. 1. TAKE DELIVERY OF CHECKOUT COMPONENTS. Z 2. ASSEMBLE ALL CHECKOUT COMPONENTS. W 3. INSTALL CHECKOUT COUNTERS. _j 4. PROVIDE AND INSTALL VINYL BASE (BLACK). DESIGNER NOTE CHECKLIST m m m 0 O_ I-a. 0. t-CL Lill o IL 00. 0 0. 0 z < z< z < Z!� 0 z 0 0 CHECKOUT COUNTER FINISH NOTES 03 249" a: a. 120" 120" 9" z 0 SOURCE: V. 12014.A N.T.S. L 0 1 0 #8xl.5 FH SCREWS SLOT SPLINE z & FAST CAPS LLI ANCHOR 2 EXPANSION CONNECTING BOLTD _j & FAST CAPS W I - *1 #80.25 FH SCREWS > W #8x1.5 FH SCREWS & FAST CAPS 0 0 & FAST CAPS 0 W A EL to -A SLOT SPLINE o 0 I ------------ J__I-- #8x1.25"- .FLAT HEAD le W O SCREW & FASTCAP W MFX15CAM M6 CON. BOLT 1 LL 0 CMJPONDIT USIN 42" 80 3/16" 42" 80 3/16" < o Z NAW DESCRIPDDN IM 0 Cy 0 4�� CW" CPCKBIR SU10118;ffl I SCALE: 3"=1'-0' ��SCALE.' ROP SCALE�3-=V-�O- vi. 'liv 0 J> =KDUT QVISIADAR 58.311 0.18x37.5 I z ZtMCAT So WALL-Post QLINE5 POST PML 1.5x60.2508 I 0< 0 Tom fi) < WALL-LE QLI4E5 WALL-LE PML IUU.5013 1 0 W 0 <g> WALL-MD MMES WALL-W PANL 1.%M48 I z 3 WALL-POST <j> WALL-RE 11I.A4E5 Wa-FE P#&IM3.%48 I TOP CAP 9NwW (/5 O WALL-END DUNES WALL-END PML IZIII602508 I CPCK81RFE :2 Ul WALL-Div a I < < 4. t37 > 0 W WALL- WALL--MY PML I_%K2508 1 83 1/2" 82" 83 1/2" 120" 120" 91, JZ @ QzTOP CAP 7OPCAP PML 3/4d5x120 3 lk3: 0 J 49> SCREW#5025'FLAT WA 24 CPCK81ADARFE 1 0 WALL SUPPORT Cush WALL SUPPORT 1x1x34 Ico 00 ANDIOR EXP mom opm" 112'-13 2.251I C:) 29 cW1 a. MFX MK BOLT 1IFX CON BOLT 34mn MG 5 .j ma#8x15'RAT HEAD 10 OD ..j FAST CAP On CM CAP ASH FASW 25 4 WALL-RE CAULKA"D 10.1 Oz Tum I Z mu 0 SIM WE 5 WALL-MD T uj • ALL WOW IMMMM I COAT SEALER,2 COATS CLEAR MUM 6 WALL-LE 0 FILL ALL PM HOLES W/MkTCOG PLW I Lt- X WALL-END u- < 0 LA_ Lt FRC)11'�J WFIVV lFiAt"'K 'AfK 60 C3 Lj J MCO Lo Z � Qf..700IN uj W 7�' 00 00 _j �_ W = 00 00 MINE CHECKOUT 5 02 CL < M .(Oko f1f _j V) 0 C:> 0 SOURCE: V. 1.2014A 31W 1W 0 a- Z 00 0 Do 0 Of 0 0 DISTRIBUTION: DATE: 286 1/8" Prototype Ver. 1.2014 04/01/14 120" 120" 46 1/8" OWNERS REVIEW 04124/15 PERMIT 06115/15 CONNECTING BOILTD 2 SLOT SPLINE 0 & FAST CAPS j8x1.25 FH SCREWS FAST CAPS #80.5 FH SCREWS < 0 1 1 00 1 & FAST CAPS \I,LOT 1P1rNE > PWR 0 0 Tj8x1.25 FLAT HEAD 0 SCREW & FASTCAP MFX15CAM M6 CON. BOLT u COWONW LISM /2" 80 7/32" 41 31/32" 80 3/16" 80 3/16" "��SCALE.�3-=V-�O- SCALE: 3-=V-O- INE1 1 2 0ESCIVMN Oty- Pf npOV F. ARCH. PROJECT If BBB PROJECT* la� CHMW CM1LFE 5U1xft1&X I Hop ViEw / 140505 ® mmm CPCKB11FE 5U1x10.18x33.5 1 DRAW CHECKED. 4`l CHECKOUT ovelpffiR 5uixe0.i8x33.S I ;t 4WALL-END QME2 WAI-M PML I&W25W48 1 4 WALL-END <5> ml-u QM12 WNL.-LE PML IM154 I TOP CAP 9 <0 WALL-W QME2 WAIi-W P*L IZXVX4$ I CPCK81 LIFE 95 7/8" 94 3/8" 95 7/8" • N 0,9 <2> WALL-RE QME2 WALL--W PAIANSL%48 I WALL-DIV 120" 120" 46 1/8" <g� WALI-mv W-0 P"1.5xw2.W 1 CPCK81RFE & 2 01, 4> 70P CAP TWW PX&3/40-5:12D 3 CPCK81PWRLFE SCREW SCI" FLAT HEAD n MFX OX BOLT m"CON BOLT 34m N 5 5,; SCREW on Iftlr FLAT HEAD 5 FAST CAP SM CM CAP M FASTICAP m DO ■ mu mx*m"10.1 OZ TUBE I 5 WALL-LE SPECIAL NOTE 6 WALL-MD ALL WOOD TRM/WNEEk I COAT S&4K 2 COATS CLEAR LPWJER -FILL ALL PIN MIS W/00"RM 7 WALL-RE N DRAVMNG 'T1TLE- ■ BACIX ISO • MINE CHECKOUT "N 1 V ;p..Tq COUNTERS & DETAILS MINE CHECKOUT 2 01 A8rm 0 SOURCE: V. 1.2014A 318"= V-0, ,0 ------------ . ELECTRIC SERVICE - ELECTRICAL SUBCONTRACTOR SHALL PROVIDE UNDERGROUND ELECTRIC SERVICES FROM U11UTY COMPANY USING CONDUIT & WIRE (ALSO 1 SPARE CONDUIT), MININCLUDING TRANSFORMER PAD AND OTHER UTILITY REQUIREMENTS. COORDINATE ACTIVITIES WITH THE LOCAL ELECTRIC UTILITY COMPANY REGARDING ELECTRICAL SUBCONTRACTORS' LIGHTING FIXTURE SCHEDULE �`tM RESPONSIBILITIES FOR: IDENTIFIER DESCRIPTION z A. PRIMARY CONDUIT AND WIRING SYMBOL ID QTY DESCRIPTION VOLTAGE LAMPS MOUNTING MANUFACTURER CATALOG NUMBER REMARKS WATTS IDENTIFIER DESCRIPTION ■■ B. SECONDARY CONDUIT AND WIRING CONDUIT HOMERUN - ABOVE FINISHED FLOOR NOME 3 C. CONNECTIONS TO THE CT AND METER 22 AND FOR BALLAST C CONDUIT ARCHITECTURAL Al 108 FLUORESCENT 16 277 (4) F32T8/XL/SPX41/HL/EC0 CABLE HUNG OPTIMUM NA-1200 LOCATIONS REFER TO 145 - p TELEPHONE SERVICE - ELECTRICAL SUBCONTRACTOR SHALL COORDINATE ACTIVITIES WITH FIXTURE SEE E2.2 SHEET E1.0 """"'` CONDUIT HOMERUN - BELOW FINISH FLOOR CB CIRCUIT BREAKER GROUP W LOCAL TELEPHONE COMPANY REGARDING CONDUIT WITH PULL STRING (INCLUDE ONE SPARE I NTERNATIONAL w CONDUIT) FOR TELEPHONE SERVICE INCLUDING FIRE AND SECURITY ALARMS TO REMOTE ® A8 16 FLUORESCENT 8' 277 (2) F321T3/XL/SPX41/HL/ECO CABLE HUNG OPTIMUM NA-1202 22 77 DUPLEX RECEPTACLE, 20A. 120V - 18" AFF, C CURRENT TRANSFORMER MONITORING FACILITY. FIXTURE SEE E2.2 HUBBELL #53621 15 WEST SEVENTH STREET E.A.S ELECTRONIC ARTICLE SURVEILLANCE COVINGTON, KENTUCKY 41011 Z CIRCUITING B8 8 FLUORESCENT 8' 277 (2) F32T8/XL/SPX41/HL/ECO CABLE HUNG OPTIMUM NA-1208 17, 18, 22 48 �GFI GROUND FAULT INTERRUPTING RECEPTACLE, 20A. PHS59-261-5400 FAX859-261-5530 p A. ALL POWER CIRCUITS IN EMT CONDUIT. STOCK RM FIXTURE SEE E2.2 GROUND 120V - 18" AFF EMT ELECTRICAL METALLIC TUBING W B. NO MORE THAN 3 CIRCUITS PER CONDUIT EXCEPT CIRCUITS FED WITH #12 THHN. WIRE SHALL BE NO MORE THAN 9 CIRCUITS, UNLESS OTHERWISE NOTED ON PLAN. �IG ISOLATED GROUND RECEPTACLE, 20A, 120V -18" AFF Q C. NO MORE THAN 6 DUPLEX RECEPTACLES PER CIRCUIT ® A4 26 FLUORESCENT 4 277 (1) F32T8/XL/SPX41/HL/ECO CABLE HUNG OPTIMUM NA-1203 22 38 HUBELL III IG5362 (ORANGE) ETR EXISTING TO REMAIN W D. MAXIMUM VOLTAGE DROP SHALL NOT EXCEED 2% FOR FEEDERS AND 3% FOR BRANCH FIXTURE SEE E2.2 DESIGNER NOTE CHECKLIST p CIRCUITS. E. DO NOT SHARE CONDUITS WITH ISOLATED GROUND CIRCUITS QUADRAPLEX RECEPTACLE, 20A, 120V - 18" AFF FACP FIRE ALARM CONTROL PANEL F. PROVIDE AT LEAST 20% SPARE CAPACITY IN EACH LOCAL PANEL 0 G. DO NOT SHARE NEUTRALS AMONG CIRCUITS OF DIFFERENT LIGHTING GROUPS. OIG ISOLATED GROUND, QUADRAPLEX RECEPTACLE, 20A. 120V -18" AFF G. GND GROUND • H. PROVIDE CODE SIZED GROUND IN ALL CONDUITS. HUBELL # IG5362 (ORANGE) GFI GROUND FAULT CIRCUIT INTERRUPTER GROUNDINALL LIGHT FIXTURES & LAMPS ARE TO BE PURCHASED TELEPHONE OUTLET - 18" AFF THROUGH NESCO LIGHTING. REFER TO SHEET A10.1 FOR E.C. TO VERIFY FINAL LIGHT FIXTURE A. CONVENTIONAL EQUIPMENT GROUNDING IN ACCORDANCE WITH THE NEC COUNTS PRIOR TO ORDERING FIXTURES. Z B. ISOLATED GROUNDING FOR CRITICAL LOADS INCLUDING, BUT NOT UMITED TO, NATIONAL ACCOUNT CONTACT INFORMATION. GFCI GROUND FAULT CIRCUIT INTERRUPTER p POINT-OF-SALE SYSTEM AND OTHER SENSITIVE LOADS. REFER TO GENERAL NOTES. d DATA OUTLET - t8" AFF Q LIGHTING AND CONTROLS C TELEPHONE/DATA OUTLET UNDER ONE COVER (ONE JUNCTION BOX) - 18" AFF IG ISOLATED GROUND It A. CHARACTERISTICS - ALL LIGHTING IS 277V EXCEPT WHERE NOTED. Q OR ® JUNCTION BOX IMC INTERMEDIATE METAL CONDUIT B. TREATMENT - REFER TO LIGHTING FIXTURE SCHEDULE. 0 C. FUNCTIONAL REQUIREMENTS 1) RETAIL AREAS ® JB JUNCTION BOX 0 A) DAY - MULTI-LEVEL. OPERATED BY CONTACTORS AND NEXREV SYSTEM PULL BOX It B) 3-WAY SWITCHING FOR ROOMS WITH TWO OR MORE MEANS OF EGRESSKCMIL THOUSAND CIRCULAR MILL (ALSO KCM OR MCM) a C) NIGHT - CERTAIN FIXTURES ON 24 HOURS TO PROVIDE MINIMAL LIGHTING OR PANEL BOARD - 72" TO TOP OF ENCLOSURE co FOR MAINTENANCE AND SECURITY (SEE SCHEDULES FOR MOUNTING TYPE) LRA LOCKED ROTOR AMPS 0 2) OFFICE AREAS A) LOCAL SWITCHING FOR INDIVIDUAL ROOMS -III GROUND MCB MAIN CIRCUIT BREAKER Z B) 3-WAY SWITCHING FOR ROOMS WITH TWO OR MORE MEANS OF EGRESS C) DEENERGIZED AT NIGHT BY RELAY PANEL AND NEXREV SYSTEM AC GENERAL USE SNAP SWITCH, 20A. 120-277 VAC - MDP MAIN DISTRIBUTION PANEL 3) EXTERIOR (DECORATIVE) LIGHTING AND SIGNAGE IS CONTROLLED BY TIMECLOCK 48" AFF AND LIGHT SENSOR FUNCTION OF THE NEXREV SYSTEM. IW„ W D. REFLECTED CEILING PLAN - REFER TO ARCHITECTURAL DRAWINGS. MDS MAIN DISTRIBUTION SWITCHBOARD cINFRARED SENSOR OVERRIDE TOGGLE SWITCH, CONNECTED I g U . EMERGENCY LIGHTING $R TO CEILING INFRARED SENSOR MLO MAIN LUGS ONLY uj of Q A. EGRESS AND EXIT LIGHTING - EGRESS LIGHTING SHALL BE PROVIDED THROUGHOUT 20A, 120-277VAC - 48" AFF 0: a PATHS OF EGRESS. MOCP MAXIMUM OVERCURRENT PROTECTION 0 1) ALL EMERGENCY FIXTURES HAVE INTEGRAL BATTERY INFRARED SENSOR OVERRIDE THREE-WAY TOGGLE SWITCH. CONNECTED N 2) BALLAST EXIT LIGHTS SHALL BE SELF CONTAINED 31R TO CEILING INFRARED SENSOR - 20A, 120-277VAC - 48" AFF N NEUTRAL (GROUNDED CIRCUIT CONDUCTOR) 3) THE PLANS INDICATE THE MINIMUM NUMBER OF EMERGENCY LIGHTS AND EXIT Q p SIGNS REQUIRED. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FIXTURES 0 } REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION TO PROVIDE CODE IR INFRARED SENSOR - WATTSTOPPER CI-355 (CEILING MOUNT) NEC NATIONAL ELECTRIC CODE � w Z Z REQUIRED MINIMUM LIGHT LEVEL AND DIRECTIONAL SIGNS. 0 < B. ACCESSIBILITY - ADA REQUIREMENTS WHERE APPLICABLE. EXIT LIGHT FIXTURE NL NIGHT LIGHT Q � 7. ENERGY MANAGEMENT SYSTEM PNL PANEL {� Z W A . THE ENERGY MANAGEMENT SYSTEM SHALL BE PROVIDED BY THE ELECTRICAL EMERGENCY FIXTURE/ EXIT SIGN U)U F SUBCONTRACTOR THROUGH CPWM'S NATIONAL ACCOUNT WITH NEXREV. (4 = B. THE ENERGY MANAGEMENT SYSTEM SHALL CONTROL THE LIGHTING. HVAC, AND POS POINT OF SALE Z Z U MONITOR POWER CONSUMPTION. Q PUSH BUTTON 0 p of RECEPT RECEPTACLE RC2(r, F- (o Q 5. MISCELLANEOUS 0 X Z � A. DEVICES Q ,, DOOR BELL RGS RIGID GALVANIZED STEEL �f = } 1) ALL DEVICES SHALL BE SPECIFICATION GRADE Q Q - N U. LL 2) REFER 70 PROJECT MANUAL FOR DEVICE COLORS. STP SHIELDED TNASTED PAIR a U) N 3) DEVICE HEIGHTS SHALL BE AS FOLLOWS EXCEPT WHERE NOTED OTHERWISE: OX LIGHTING FIXTURE TAG (DENOTES FIXTURE TYPE) @� Q Q 0) W 0 A) WALL RECEPTACLES - 18" TO CENTER OF DEVICE Z B) SWITCHES - 48" TO CENTER OF DEVICE SWBD SWITCHBOARD } 4) ISOLATED GROUND, DEDICATED, WEATHERPROOF. AND GFI DEVICES SHALL BE O LIGHT GROUP F- Q � PROVIDED WHERE REQUIRED. TEL TELEPHONE N a 5) ALL DEVICES IN EXTERIOR AREA SHALL BE WEATHERPROOF. O c p 6) OFFSET ALL RECEPTACLES AND OUTLETS IN THE OFFICE AREA ON EITHER SIDE UNFUSED SAFETY SWITCH (AMP. RATING) TBB TELEPHONE BACKBOARD p co Q w E30 OF WALL STUD IN ORDER TO REDUCE TRANSMISSION OF ANY SOUND. MECHANICAL EQUIPMENT (MOTOR, HVAC, PLUMBING, ETC.) (� a B. EMERGENCY POWER - NONE PROVIDED. TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR O - C. POWER CONDITIONING - OWNER WILL PROVIDE UNITARY POWER CONDITIONING WHERE CC= U REQUIRED FOR POS. COMPUTER CATALOGUING, AND OFFICE NETWORK COMPUTER FUSED SAFETY SWITCH (SWITCH UTP UNSHIELDED TWISTED PAIR __ EQUIPMENT. 30/20 RATING/FUSE RATING) f. to D. TELEPHONE. DATA AND SOUND SYSTEMS - THESE SYSTEMS WILL BE PROVIDED BY Z p THE OWNER'S SPECIALIST. A CONDUIT SYSTEM WILL BE INSTALLED BY THE VWT VERIS WATTS TRANSDUCER U z CONTRACTOR. ® MECHANICAL EQUIPMENT (MOTOR. HVAC, PLUMBING, ETC.) WP WEATHERPROOF E. SECURITY SYSTEM - CONTRACTOR TO HIRE OWNER'S SECURITY SYSTEM NATIONAL r. i ACCOUNT VENDOR FOR INSTALLATION. CONTRACTOR TO PROVIDE A CONDUIT, J-BOX ® FLUORESCENT NIGHT LIGHT FIXTURE XFMR TRANSFORMER AND PULL STRING SYSTEM WHERE REQUIRED BY LOCAL CODE. CONTRACTOR SHALL PROVIDE CONDUIT DROPS AS REQUIRED BY OWNER'S SECURITY SYSTEM VENDOR. NL vv . ONCE THE CONCRETE FLOOR SLAB IS POURED, IT MUST BE KEPT CLEAN, FREE OF DUST, DIRT, PAINTS, STAINS AND TIRE MARKS, UP UNTIL PUNCHUST. THERE SHALL BE NO v STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH Z o a°1 N TREATMENT. ALE. LIFTS TO BE DIAPERED (TO PREVENT LEAKING FLUIDS FROM REACHING THE _ 0 11 z co to FLOOR) AND USE NONMARKING TIRES. 0. CONDUIT FROM OTHER TENANT SPACES SHALL NOT RUN THROUGH CPWM S TENANT SPACE. ABBREVIATIONS 0 �+ a m • to 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PER LAYOUT SOURCE: VER. 1.2014 N.T.S. p °O DRAWINGS. ANY DISCREPANCY MUST BE BROUGHT TO THE ATTEN11ON OF THE ENGINEER OF 8 �5 w RECORD FOR RESOLUTION. GENERAL NOTES 15 SCHEDULES 03 SOURCE: VER. 1.2014 N.T.S. SOURCE: VER. 1.2014 N.T.S. DISTRIBUTION: DATE: Prototype Ver. 1.2014 04/01/14 REMARKS: OWNERS REVIEW 04/24/15 1. EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS FOR AT LEAST 90 MINUTES, W TH PERMIT 05/22/15 OUTPUT OF MINIMUM 1350 LUMENS. 25. LED EXIT SIGN WITH EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS. THIS FIXTURE TO BE USED ABOVE EXIT DOORS AS SHOWN. 2. NOT USED. 26. NOT USED. 3. NOT USED. 27. COMBINATION EXIT / EMERGENCY LIGHTS SHALL ONLY BE USED AT EXIT DOORS. 4. NOT USED. 28. SUSPENDED BY 3/8" THREADED RODS. SUPPORT 48" OVER CENTER MAXIMUM. PROVIDE 5. FIXTURES SHALL HAVE A PRISMATIC LENS. CONFIRM MOUNTING CONFIGURATION WITH CEILING THREADED ROD COUPLERS SUPERSTRUT H119 AS REQUIRED. PAINT THREADED RODS TO TYPE. MATCH TRACK (SILVER). ��yy�++++��.•��+ (` 6. NOT USED. 29. TRACK, TRACK HEADS, TRACK UGH71NG COMPONENTS AND LED LAMPS (GE PAR 38, 4000K. IM ERENCE ONLY 7. SWING ARM DOCK LIGHT TO BE PURCHASED FROM KELLEY DOCK EQUIPMENT. PURCHASING TO 25 DEGREE BEAM, PRODUCT X166327 - LED20DP38S840/25) SHALL BE PURCHASED FROM 140T APPROVM WITH THIS PER W BE COORDINATED WITH GENERAL CONTRACTORS PURCHASE OF DOCK EQUIPMENT. NESCO. REFER TO SPECIFICATIONS FOR MORE INFORMATION. SILVER TRACK HEAD. GENERAL NOTES: 8. SIGNS SHALL BE WHITE WITH RED LETTERS. IF CITY REQUIRES COLORS OTHER THAN RED FOR 30. 160 GALVANIZED STANDARD DOME REFLECTOR WITH 10'-0" WHITE CORD AND CANOPY. A. SEE SPECIFICATIONS FOR ALL DEVICE AND PLATE MATERIAL LETTERS, THEN SELECT OTHER COLOR. SIGNS COME SINGLE FACE WITH ADDITIONAL FACE TO 31. E.C. SHALL HIRE USM TO RELAMP EXTERIOR LIGHTS. CONTACT NEIL DOMALEWSKI AT B. ALL DEVICES IN SALES AREA ACCESSIBLE TO CUSTOMERS ARE TO BE TAMPER MAKE IT DOUBLE FACE. 1-800-355-4000 OR EMAIL NDOMALEWSKICUSMAINTENANCE.COM. RESISTANT. DATA/TELEPHONE Lo 9. WEATHERPROOF UPUGHT AND DOWNUGHT WITH BRONZE FINISH. IG RECEPTACLE RECEPTACLE OUTLET C. ALL OUTDOOR RECEPTACLES TO BE WEATHER RESISTANT TYPE. ARCH. PROJECT* BBB PROJECT* 10. FLANGE IS REQUIRED ON TYPE 'D1' LIGHT FIXTURE MOUNTED TO A GYPSUM BOARD CEILING. 140505 11. NOT USED. NOTES FOR ALL LIGHTING FIXTURES: �•�. �•� ❑ ❑ DRAWN: CHECKED: 12. SEE BUILDING FRONT ELEVATION FOR MOUNTING HEIGHTS. 1. ELECTRONIC BALLASTS SHALL HAVE A TOTAL HARMONIC DISTORTION OF LESS THAN a 20%. BALLAST ARE MULTI-TAP ON WORK ON 120 OR 277 VOLTAGE. 13. NOT USED. 2. ALL FLUORESCENT FIXTURES SHALL BE EQUIPPED WITH ENERGY SAVING LAMPS AND �rvD PROFFS � �� FF� p9 14. NOT USED. ELECTRONIC BALLASTS. • • ❑ ❑ GIN 15. NOT USED. 3. ALL LAMPS BASED ON GENERAL ELECTRIC. ' ' `� 20 PE r � 16. NOT USED. 4. EMERGENCY BALLASTS SHALL BE WIRED AHEAD OF SWITCH. 5. PROVIDE ALL NECESSARY MOUNTING HARDWARE. 17. FIXTURES WITH OCCUPANCY SENSORS FIELD INSTALLED. TIME DELAY SET TO 15 MINUTES. 6. TO IMPROVE ACCURACY THE VOLTAGE HAS BEEN PURPOSELY LEFT OUT OF THE 4" 4" - 18" AFF MOUNT FIXTURE SUCH THAT THE OCCUPANCY SENSOR IS LOCATED AT THE BEGINNING OF THE CATALOG NUMBER. REFER TO THE VOLTAGE COLUMN FOR FIXTURE VOLTAGE. PATH OF TRAVELS AS YOU ENTER INTO PRE-SALES & RECEIVING AREAS. �T 18. FIXTURES WITH WIRE GUARDS PREINSTALLED, 7. RECESSED FLUORESCENT FIXTURES TO BE SECURED TO CEILING GRID WITH FOUR (4) CUPS OR REQUIRED BY CODE. Exp!ration Date w 19. FIXTURES WITH 2 LAMP BALLAST, STAND ALONE. 8. SLIDE BRACKET AND "Y" TOGGLE TO BE USED TO HANG THE LIGHT FIXTURE. FINISHED FLOOR ` 20. FlXTURES WITH 4 LAMP BALLAST, TO BE TIED INTO FIXTURE TYPE DS. 9. CC (CHANNEL CONNECTOR) IS TO BE USED TO CONNECT AND ALIGN ALL TYPE "A" -- ---__ AND TYPE "B" LIGHT FIXTURES. 21. FIXTURES WITH NO LAMP BALLAST, TO BE TIED INTO FIXTURE TYPE DM, 10. IF LIGHTS ARE NOT PERMITTED TO BE CABLE HUNG, THEN HANG LIGHTING FIXTURES omom Irma 22. FIXTURE CONTAINS A DISCONNECT. WITH 3/8" THREADED ROD. ELECTRICAL 23. EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS. THIS EMERGENCY FIXTURE TO BE 11. MUST USE REFLECTOR ALIGNMENT CUPS. GENERAL USED ON THE SALES FLOOR & PRE-SALES & RECEIVING AREAS. INFORMATION = 24. EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS. THIS EMERGENCY FIXTURE TO BE AND SCHEDULES " USED IN THE OFFICE CORE AREA. SYMBOL LIST 02 ELECTRICAL OUTLET ELEVATION 01 E 1 1 1 0 SOURCE: VER. 1.2014 N.T.S. SOURCE: VER. 1.2014 N.T.S. . 1 KEY NOTES (Symbols O. C6 1. CONTRACTOR TO CONNECT CIRCUIT TO NEAREST AVAILABLE PANEL WITH SPARE AMPACITY. IT SHALL BE THE ou q 0 RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO AMPROBE THE CIRCUIT PRIOR TO ADDING ADDITIONAL Z LOAD TO DETERMINE ADEQUATE CAPACITY. NO RECEPTACLE BRANCH CIRCUIT SHALL EXCEED 16 AMPS. NONE CONTRACTOR TO UTILIZE DEMOED AND RELOCATED CIRCUITS WHERE POSSIBLE. 2. NEW WATER COOLER LOCATION. CONTRACTOR TO RECONNECT EXISTING CIRCUIT TO NEW WATER COOLER AS ARCHITECTURAL . 0 REQUIRED. GROUP tMRNATIONAL ILI 3. NEW REGISTER BAY LOCATIONS. CONTRACTOR TO RECONNECT POWER AND DATA TO NEW REGISTER BAYS AS REQUIRED. 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 Z 4. (1) DUPLEX OUTLETS MOUNTED 0 3'-6" A.F.F. do (1) DUPLEX OUTLET MOUNTED 0 10'-6" A.F.F. PH859-261-5400 FAX654-261-5530 W 5. CONTRACTOR TO VERIFY EXACT LOCATION AND MOUNTING PRIOR TO ROUGH—IN. J H 6. POWER POLE LOCATION. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. ILI DESIGNER NOTE CHECKLIST 0 Y O M W I f- {g Z_ D 1 O IL 0 F- 0 a z O coz W wcd ILI I I I � a O w i i i i I i i i UV Z � I I i I --- - - i'iIiIi ►►Wyya��0�ry► �Cr�� ` I W z — — — - - - - - - < 4—L a- — — - - - - - - - — 0OoU) z0 W .. N I < QWZ> 4 p cod a0cNMQ��(0� oa a. F��7• I I I I I I I I� �/^� - — — — — — I I L J i Z "4 Rrn i I LY .ice .40 to t0 =w - - - - - - - - - - - - - - - - - - - _ - - - - - _ - - +- - - - - �i' - - - - - 5 - - - f i DISTRIBUTION: DATE: I ---i --- o , ! ! T I I ! I Prototype Ver, 1.2014 04/01/14 OWNERS REVIEW 04/24/15 L J L PERMIT 05/22/15 I ! 1 --- ---J ! r 5 5 i L f I _ QII i Q L) I f Q 0 I i ( r-- I — - — — — - — — — — — — — — — — — — I — — — — — — — — — �. � ris � r• r•. :ice rr �rrrrr .!r �rrre.r � � r. � r� 3 I ! iC° � � ' 3 I ! ■ I a ! 4 ! ARCH. PROJECT# BBB PROJECT 140505 . �i DRAWN: CHECKED: i r MFEUNCE ONLY NOT APPROVED WITH THIS PERMIT ��p PRpF� s INFs�Oy ►,r I i i i 203PE _ - - - - - - - - - - - - - - , _ _ _ _ - - - - - - tip, � o -LLL I I y 14 -_ -- _=- ; - - - i - - - - - - - - - - - - - - - - - A. Crp..,„raiton Date04 ' ORAVM'0M T POWER PIAN FLOOR PLAN - POWER 01 SOURCE: VER. 1.2014 1/8"=1' E2 . 1 0 NOTES FOR THIS DRAWING 1. THIS SHEET IS TO BE USED FOR DIMENSIONING OF THE LIGHTING ONLY. REFER +►�� TO SHEET E2.3 FOR CIRCUITING AND ALL APPLICABLE NOTES. Z 2. LIGHTING FIXTURES ARE DIMENSIONED FROM THE FINISHED FACE OF WALL TO CENTERLINE OR END OF LIGHTING FIXTURE. ■■�a Q 3. COORDINATE AND VERIFY DIMENSIONS. NOTIFY CPWM OF ANY DISCREPANCIES ARCHITECTURAL IMMEDIATELY. GROUP NTERNATIONAL w 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 Z PHBSP-261-5400 FAX869-261-5530 W NOTES 02 J SOURCE: VER. 1.2014 N.T.S. w DESIGNER NOTE CHECKLIST D Y a W _ F- 0 Z 0 a 0. 0 I_ a . a E F G H J K Z f I ! I I ! ! W Iw- W W a oW a a co a � � -- - - - 1 1 - - - - — o U. , 4 —0 I I 0 41 . 0 Q E o o � uj - - — - - 1 �„ 6f Off1/4's ij cU c:) cU i z z 2'-0" 1 I mom I I 1 1 li O a € —0 0 / 0 xw I w 9 Z u. . CN ° '° ° I ]'� cV w I I ! f z —0» ! I ! ii Q Q rn J } �_ a F ! I{ cn = a �� o N 2 I Coi I 1 (,o ! ■1 I I I co `^4. �. i _ _ _ _ _ _ _ _ - _ _ _ _ i _ _ _ _ _ _ _ i _ _ _ _ _ !!! 0 - _ _ _ _ _ _ - - _ - � _ - �; _ _ _ _ o � 0 J i - c� I- U � . - �; • Z ofco tj rl rl M 1 I 1 z �oN r. II; MOM -MT f5 a- m _o to co CD Ii i 7 —0ff z� � _ - - - - - - - - - - - _ - - - - - - - - - - -- - - - - oow I Ij r co r.0 I' I ( I f I ( f 1 f DISTRIBUTION: DATE: rl Prototype Ver. 1.2014 04/01/14 I OWNERS REVIEW 04/24/15 !I I (n PERMIT 05/22/15 I 16 —0 7 —0 MOM I It to w I ! I 2'-2 1 2» ! (� 0 2 ' 2 2 �~ �_0 ! o 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - .k d- co ! ! iU 2f_0» I 1 1 ! I I ! - ,-0 rl � � 1>0 i� 1 1 1 % — — — f » I 1 ARCH. PROJECT N BBB PROJECT n 140505 1 DRAWN: CHECKED: MOM s k CD CJ 1 CIU l PA on A- — — — — — — — — — — — ;� ! 1 REFERENCE ONLY �Ea PRO,��ss� NOT APPROVED WITH THIS PERMIT wtti�'�c�GINPc�.� 09 5 - - - - - - - - - - - - - - - - - = - - - - - - t� - - - - - - - - - - - - - - - - - - - - oPE f - I _ � I I I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - f OREGO i I fi�aY 14 , N I C I I r—irnti ORATM IUD LIGHTING LAYOUT PLAN - FLOOR PLAN - LIGHTING LAYOUT 01 SOURCE: VER. 1.2014 1/8"=1'-0" E2-'v2 0 KEYNOTES (Symbols G). O� Etc. NOTES FOR THIS DRWING INFRARED SENSOR OVERRIDE TOGGLE SWITCH R � 1. NEW LIGHT TO BE MOUNTED 0 15'-0- A.F.F. UNLESS NOTED OTHERWISE AND CONNECTED 1. ALL LIGHTING ON THIS DRAWING IS CIRCUITED TO PANEL K. UNLESS OTHERWISE NOTED. - AND CONTROLLED WITH NEAREST SALES LIGHTING WITH SPARE AMPACITY. 1.� ■ cj 2. VERIFY LOCATION OF EXTERIOR LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS. J' Z 3. REFER TO DRAWINGS E3.2 AND E4.1 FOR LIGHTING CONTROLS. COORDINATE WITH CPWM NONEPLANS AND SPECIFICATIONS. LIGHT FIXTURE RED HITECTURAI -� NOTES 4. EXTERIOR (DECORATIVE) LIGHTING SHALL BE CONTROLLED BY LIGHT SENSOR (ON) AND TIME 02 w ROUP SOURCE: VER. 1.2014 N.T.S. CLOCK (OFF} THROUGH NEXREV ENERGY MANAGEMENT SYSTEM. GWMRNAT1014AL W 5. NIGHT LIGHT LOCATIONS NEUTRAL BLACK LINE NIGHT LIGHTS TO BE LOCATED IN THE FOLLOWING LOCATIONS: (WHITE) 15 WEST SEVENTH STREET z A. VESTIBULE (IF NO VESTIBULE, THEN LOCATE IN THE SAME POSITION AT FRONT DOORS) COVINGTON, KENTUCKY 41011 z B. (6) FIXTURES ON SALES FLOOR W C. (1) FIXTURE NEAR COMPACTOR DOOR. NOTEPH859-261-5440 PAX859-2 1-5530 J D. (1) ABOVE OR NEAR THE POWERWALL '- CEILING MOUNT SENSOR NOTE: FINAL NIGHT LIGHT LAYOUT TO BE APPROVED BY CPWM APM. ALL SENSORS TO BE LOCATED WATTSTOPPER #C1-355 p 6. ELECTRICAL CONTRACTOR TO CONFIRM EXACT NUMBER OF EMERGENCY BUG EYES WITH FIRE MOUNTED X CEILING CLOSE TO d00R DESIGNER NOTE CHECKLIST OPENING, EXCEPT AT RESTROOMS. Y MARSHAL AND PROVIDE ADDITIONAL TO ONES SHOWN ON PLANS IF NECESSARY. 0 7. ALL HOMERUNS SHALL BE #10 AWG IN 3/4- CONDUIT MINIMUM. REFER TO WIRE SIZE NOTE: r` -�' SHOWN ON PANEL SCHEDULES - DRAWING E4.1 - NO NEUTRAL SHARING ALLOWED THE FINAL LOCATION OF ALL SENSOR _ BETWEEN MULTIWIRE BRANCH LIGHTING CIRCUITS PER N.E.0 2011 210.4(B) U.N.O. LOCATIONS TO BE COORDINATED IN THE H FIELD WITH CPWM CPM PRIOR TO {9 8. PROVIDE SEISMIC BRACING AND COMPRESSION STRUTS AS REQUIRED BY GOVERNING CODES. INSTALLATION. 1 z LIGHT FIXTURES SHALL BE SUSPENDED IN COMPLIANCE WITH GOVERNING CODES. 2 } . 9. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF LIGHT FIXTURES WITH TENANT PLANS INFRARED SENSOR WIRING DIAGRAM 03 3 p AND REQUIREMENTS. 0. 10. SEE E2.2 LIGHTING LAYOUT PLAN FOR MOUNTING HEIGHTS OF ALL LIGHT FIXTURES. SOURCE: VER. 1.2014 N.T.S. 4 � 5 11. ALL LIGHT SWITCHES AND/OR WALL OCCUPANCY SENSORS SHALL BE MOUNTED WITH TOP p AT 48- AFF. CONTRACTOR TO CUT OPENING IN WAINSCOAT FOR PROVISION FOR LIGHT 6 0 SWITCH/OCCUPANCY SENSOR. COORDINATE ALL WORK WITH OTHER TRADES. d 7 z 0 rn z w E F G H J K 0 W � � W WZ o ovii w N 0 BOTTOM OF PERIMETER LIGHTING MOU PRE-SALES LIGHTS AS HIG AS W 0 0 15'-0- A.F.F. (TYP) POSS BLE {TYP.)IL Q ° � I —■ - ... � � � _ _ SLI �. � � — � _ — — — — — — — — — - — — — ► — — Z � d � � TYPICAL — — I 9 Ill �1 . 1 I zM I �� 04 ,. i L I Ffl I I I i < cn Jz.j >. I !1 -001 1 1 1 1 Imom i o _ � � N d '-LVICAL I \. i . c�0 ., CU co W 00 cc A4 1 I ' L—,J o 0 I Upq _Q z I i Mo I U6 02 - - — — r — � L AREA TO INSTALL NEW LIGHTS (MOUNTING v� HEIGHT TO M' TCH EXISTING) j ' z da N a m z 2z5aaag I Z �v� t_ — J t0 �vv g it • f I f I I - I II DISTRIBUTION: DATE: 03 - - — — — — — Prototype Ver. 1.2014 04/01/14 `l OWNERS REVIEW 04124!15 PERMIT 05/22/15 I I I I O I I F - -1 F -I • " IMOM i L J L J N*mf I • E Jll NEW-LIGHTS (M� OUNTING HEIGHT TO MATCH EXISTING) ARCH. PROJECT* BBB PROJECT# 140505 DRAWN: CHECKED: wpm mm mm m CA _....._. 0� "0 PROFFss/i . . � � REFERENCE w� G1IT i I NFF� ©yam 0 1 NOT APPROVED WITH THIS PERMIT `� 65203PE f i� N — — -- --- --- -- I'� _ — — E;xciration Date 0 " DRAY"i th! LIGHTING CIRCUITING PLAN s - FLOOR PLAN - LIGHTING CIRCUITING 01 0 E2. SOURCE: VER. 1.2014 1/8-=1' a z No ��tE ■ Z ■■ 7 12 ARCHITECTURAL o 11 INSTALLATION INSTRUCTIONS: GROUP w I NTERNATIONAL w 1. INSERT SOCKETS INTO SOCKET TRACK. SECURE SOCKET SHOULDERS ON 1=- 1 10 NOTE: BOTH SIDES OF TRACK FOR PROPER OPERATION. is T SEVENTH STREET Z CABLE TO BE HUNG 90-DEGREES ING a FROM FIXTURE TO SUPPORT ABOVE. 2. INSERT ENDPLATES INTO CHANNEL PHS5N�roN, KENTUCKY 41011 PH 859-2b1-5400 FAX 859-2b1-5530 w ('� 3. INSTALL REFLECTOR(S). J H 4. SECURE RELFECTOR(S) WITH 1/4 TURN FASTENERS PROVIDED IN PARTS a CABLE ASSEMBLY INSTRUCTIONS BAG' DESIGNER NOTE CHECKLIST It 13 LOCATED ON CABLE PACKAGING. 5. INSERT LAMPS INTO SOCKETS AND ROTATE UNTIL LAMPS PROPERLY LOCK 0 3 INTO POSITION. „ 3 6. THREAD THE TAIL OF THE CABLE AROUND AN ANCHOR POINT AT THE _ CEILING LEVEL H Z 7. PUSH THE CABLE TAIL END THROUGH A GROOVE OF THE FASTENER. 8 8. INSTALL THE SLIDE BRACKET OVER THE CHANNEL. (REFER TO NOTES O BELOW FOR LIGHT FIXTURE SUPPORT SPACING). 1/2" SUPPORT ROD TO STRUCTURE, 10'-0" O.C. MAX. pa„ 49. INSERT THE TOGGLE ENDS INTO THE TOP OF THE SLIDE BRACKET. STRUCTURAL TRAC ADAPTER, O 10. PASS THE CABLE THROUGH THE CAPTURE LOOP. SEE ELEC. DWGS. O 11. RETURN THE CABLE TO THE FASTENER AND PUSH THROUGH THE SECOND YOKE, SEE MANUFACTURER I GROOVE. PULL THE DESIRED LENGTH OF CABLE THROUGH TO RAISE THE SPECIFICATION " a FIXTURE TO THE DESIRED HEIGHT. of FIXTURE "X2", SEE ELEC. DWGS. Z 12. TWISTER SHALL BE USED TO SECURE LOOSE CABLE TO THE MAIN LINE. O co 5 13. ANY LIGHT FIXTURE (8-FT OR LESS IN LENGTH) WHICH IS INDEPENDENTLY W O SUPPORTED SHALL HAVE A MINIMUM OF TWO SUPPORTS WITH EACH SUPPORT LOCATED 6-INCHES FROM THE END OF THE FIXTURE. w W °' FIXTURE 'X2' SUPPORT DETAIL 07 W z SOURCE: VER. 1.2014 N.T.S. � aMOUNTS U U CHORD OF JOISTJ-BOX FOR CIRCUNOT TO ROOFO DECK UPPER oV) v- < � co } W 0 Q BAR JOIST L------�j Of Q P tL O C\� Z {F} U F BEVELED WASHERS AND ` LOCK NUTS BOTH SIDES. 8. ROD 1 .1 E� Z F X OCCURS AT EVERTHREAD OTH R JOIST. C a fl N Q �J W STAND ALONE APPLICATION 14 E3'2FALL MC CABLE. SUPPORT To Z M U. LL SOURCE: VER. 1.2014 N.T.S. THREAD ROD. IQ 0 EE ti W 0ATTACH LIGHT FIXTURE TO SLIDE Q Q J Z BRACKET (REFER TO DETAILS 05/E3.2 0 Q AND 14/E3.2 FOR SUPPORT SPACING) F- 0 CO 0. 7 LIGHTS PERPENDICULAR TO JOIST o of 0 2 � O Q 0 pa. �� J-BOX FOR CIRCUIT MOUNTS TO UPPER CO p U J CHORD OF JOIST, NOT TO ROOF DECK ROOF I- a 13 Z CC 4.25 • UNISTRUT ATTACHED TO (CHANNEL 12 BAR JOIST WITH BO TH LOCK NUTOI BOTTOM CORD OF ST U Q AND .-. ! �CONNECTOR) JL WASHER. � CC 4.25 11 (CHANNELBEVELED WASHERS AND CONNECTOR) 1 10 LOCK NUTS BOTH SIDES. Q Q • 3/8" 0 ALL THREAD ROD Z O N ,w► �? p O MC fi E312 T7ALL THREAD ROD.RT TO 3 SUPPO ai Z 10 • d _ .40 co 1� Z.�... 4 ATTACH LIGHT FIXTURE TO SLIDE Q �Z p 8 BRACKET (REFER TO DETAILS 05/E3.2 v to p AND 14/E3.2 FOR SUPPORT SPACING) CONNECTOR INSTALLATION FOR ROW MOUNTING APPLICATIONS LIGHTS PARALLEL TO JOIST - ALIGN CONNECTOR WITH TABS IN CHANNEL AND SLIDE UNTIL MOUNTING HOLES CLEAR. FASTEN CONNECTOR WITH SCREW SUPPLIED. DISTRIBUTION: DATE: 6 NOTE: SLIDE NEXT CHANNEL IN ROW UNTIL CONNECTOR INSERTS IN PLACE, FASTEN LIGHTS ARE TO BE HUNG FROM THREADED ROD ONLY IF Prototype Ver. 1.2014 04/01/14 CONNECTOR WITH SCREW SUPPLIED. LOCAL AUTHORITY PROHIBITS CABLE HUNG FIXTURES. OWNERS REVIEW 04/24/15 PERMIT 05/22/15 LIGHT HANGING DETAIL - ALTERNATE 06 SOURCE: VER. 1.2014 N.T.S. CONNECTOR INSTALLATION 19 J-BOXCHORD FOR CIRCUIT MOUNTS UPPER a CHORD OF JOIST, NOT TO ROOF DECK SOURCE: VER. 1.2014 N.T.S. ROOF d BAR JOIST INSTALLATION INSTRUCTIONS: REFERENCE ONLY to 1. INSERT SOCKETS INTO SOCKET TRACK. SECURE SOCKET SHOULDERS ON BOTH SIDES OF TRACK FOR PROPER 14 NOT APPROVED WITH THIS PERMIT OPERATION. ARCH. PROJECT f BBB PROJECT N 2. INSERT CONNECTOR INTO CHANNEL,SEE DETAIL 19 FOR TOP VIEW. MC CABLE SHALL BE 140505 a o SECURED TO AIRCRAFT DRAWN: CHECKED: 3. INSTALL REFLECTOR(S). CABLE 4. SECURE RELFECTOR(S) WITH 1/4 TURN FASTENERS PROVIDED IN PARTS BAG. LIGHTS PERPENDICULAR TO JOIST 5. INSTALL ALIGNMENT CLIPS WITH NEXT FIXTURE IN ROW. �R�PROFFS SLIDE BRACKET SSH USED 6. INSERT LAMPS INTO SOCKETS AND ROTATE UNTIL LAMPS PROPERLY LOCK INTO POSITION. J-BOX FOR CIRCUIT MOUNTS TO UPPER S GINF�� TO ATTACH HANGER TO CHORD OF JOIST NOT TO ROOF DECK THREADED ROD. 7. THREAD THE TAIL OF THE CABLE AROUND AN ANCHOR POINT AT THE CEILING LEVEL ROOF 5203PE UNISTRUT ATTACHED TO + 8. PUSH THE CABLE TAIL END-THROUGH A GROOVE OF THE FASTENER. BOTTOM CHORD OF JOIST WITH BOLT, LOCK NUT AND �.D 9. INSTALL THE SLIDE BRACKET OVER THE CHANNEL (REFER TO NOTES BELOW FOR LIGHT FIXTURE SUPPORT BAR JOIST WASHER. MOUNT UNISTRUT SPACING). WITH OPEN END FACING UP. 14 10. 14, 10. INSRT THE TOGGLE ENDS INTO THE TOP OF THE SLIDE BRACKET. iv 11. PASS THE CABLE THROUGH THE CAPTURE LOOP. [ ^:ration DatB�, t•,g' LIGHT FIXTURE HANGER BRACKET AS MANUFACTURED BY OPTIMUM LIGHTING, 12. RETURN THE CABLE TO THE FASTENER AND PUSH THROUGH THE SECOND GROOVE. PULL THE DESIRED LENGTH 14 _ TO BE ATTACHED TO THE TOP OF THE OF CABLE THROUGH TO RAISE THE FIXTURE TO THE DESIRED HEIGHT. E3.2 LIGHT FIXTURE. 13. TWISTER SHALL BE USED TO SECURE LOOSE CABLE TO THE MAIN UNE. MC CABLE SHALL BE omvm iR1>V:! � 14. EACH CONTIGUOUS ROW OF LIGHT FIXTURES (GREATER THAN 8-FT IN LENGTH) SHALL HAVE ONE SUPPORT SECURED TO AIRCRAFT CABLE LIGHTING LOCATED 6" - 24" FROM EACH END OF THE ROW. ALL REMAINING INTERMEDIATE SUPPORTS FOR EACH r CONTIGUOUS ROW SHALL BE EQUALLY SPACED WITH A MAXIMUM DISTANCE OF 8'-0" BETWEEN SUPPORTS. LIGHTS, PARALLEL TO JOIST DETAILS SLIDE BRACKET DETAIL 11 ROW MOUNTED APPLICATION 05 LIGHT HANGING DETAIL - CABLE 01 0 SOURCE: VER. 1.2014 N.T.S. SOURCE: VER. 1.2014 N.T.S. SOURCE: VER. 1.2014 N.T.S. E3 .2 SYMBOL LIST ABBREVIATION LIST GENERAL NOTES 1. THE PLUMBING SUBCONTRACTOR'S SCOPE OF WORK INCLUDES ALL WORK WITHIN BUILDING AND 5'-0" OUTSIDE BUILDING UNLESS OTHERWISE NOTED. ALSO, MAKE CONNECTIONS TO SERVICE PROVIDED BY SITE WORK IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION 0 IDENTIFIER DESCRIPTION CONTRACTOR. REFER TO SITE WORK UTILITY CIVIL ENGINEERING DOCUMENTS FOR EXTERIOR WORK, TRENCHING, IDENTIFIER DESCRIPTION BACK FILLING. ECT IT, GATE VALVE/BALL — SANITARY SEWER PIPING BFP BACKFLOW PREVENTER INV INVERT 2. ALL PIPING THAT PENETRATES WALLS SHALL BE SLEEVED AND HAVE ESCUTCHEONS. ANY PENETRATIONS THRU �� • Z VALVE BELOW GRADE CO CLEANOUT 1W INDIRECT WASTE MANUFACTURER'S RECOMMENDATIONS. NEON O5&Y GATE SANITARY SEWER PIPING FIRE RATED PARTITIONS SHALL BE SEALED NTH SCOTCH-3M �S195 WRAP AND #CP25 CAULK AS PER VALVE CODP CLEANOUT DECK PLATE LAV LAVATORY ARCHITECTURAL MBH BRITISH THERMAL 3. SANITARY PIPING TO BE PVC OR ABS. SLOPE 4" SANITARY PIPING AT 2% SLOPE OR 6" SANITARY PIPING AT GROUP 1R SLOPE, S -- ~- STORM SEWER PIPING FCO CLEANOUT FLOOR MOUNTED UNITS PER HOUR WERE I NTERNATIONAL USE CAST IRON ONLY ERE REQUIRED BY CODE. WCHECK VALVE BELOW GRADE COG CLEANOUT TO GRADE ORD OVERFLOW ROOF DRAIN 4. THE PLUMBING SUBCONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING TO CLEAR INTAKE = 1 4" TURN BALL S STORM SEWER PIPING LOUVERS. PROVIDE 10'-0' CLEARANCE IN ALL DIRECTIONS FROM VENTS THROUGH ROOF TO OUTSIDE AIR 13 WEST SEVENTH STREET F- I�) V LVE WCO CLEANOUT WALL MOUNTED RD ROOF DRAIN INTAKES. COVINGTON, KENTUCKY 41011 ?w CW COLD WATER RPZ REDUCED PRESSURE PHes9-26t-5400 FAX 859-2b1-5530 GAS COCK —————————— VENT PIPING ZONE BFP 5. THE PLUMBING SUBCONTRACTOR SHALL REFER TO THE FIXTURING PLAN FOR COORDINATION OF ALL PIPING, EWC ELECTRIC WATER COOLER EQUIPMENT DUCTS, VALVING AND SERVICE RISERS WITH THE CPWM STORE FIXTURING. ALL SYSTEMS SHALL BE � SAN SANITARY ' H GAS REGULATOR COLD WATER PIPING ROUTED AND/OR LOCATED AS REQUIRED TO AVOID INTERFERENCE HATH THE STORE FIXTURES. SHELVING, AND-' DFU DRAINAGE FIXTURE UNITS SS SERVICE SINK RACKING. INSTALLATIONS MADE WITHOUT REGARD TO STORE FIXTURING SHALL BE CORRECTED AT NO DESIGNER NOTE CHECKLIST w SV GAS SOLENOID VALVE ADDITIONAL COST TO CPWM. SPECIAL CONSIDERATION SHALL BE GIVEN TO THE STORAGE AND PRODUCT C3 FU FIXTURE UNITS ST STORM I�i UNION -r HOT WATER PIPING HANDLING ASPECTS OF THE SALES AND RECEIVING DOCK AREAS. SEE STRUCTURAL AND ARCHITECTURAL 0 FD FLOOR DRAIN UR URINAL PLANS FOR MINIMUM MOUNTING HEIGHTS. M 3 FCOO DENOTES FLOOR G GAS PIPING G GAS V VENT 6. THE PLUMBING SUBCONTRACTOR SHALL VERIFY UTILITY LOCATIONS AT SITE AND SHALL MAKE CONNECTION TO w MOUNTED CLEANOUT STUBS ON SITE. = GPH GALLONS PER HOUR VTR VENT THROUGH ROOF F- WCOI- DENOTES CLEANOUT XX EQUIPMENT DESIGNATION 7. THE PLUMBING SUBCONTRACTOR SHALL FILL FLOOR DRAINS WITH WATER UPON COMPLETION OF WORK AND (9 IN WALL e HB HOSE BIBB W WASTE TESTING. Z p �J WATER METER PX PLUMBING FIXTURE NUMBER HW HOT WATER WC WATER CLOSET & ONE WEEK PRIOR TO SUBSTANTIAL COMPLETION THE PLUMBING SUBCONTRACTOR SHALL SNAKE THE SANITARY HWH HOT WATER HEATER WFU WATER SUPPLY LINE WITH A VIDEO RECORDING DEVICE. THE PWMBING SUBCONTRACTOR SHALL NOTIFY THE CPWM THERMOMETER FIXTURE UNITS CONSTRUCTION PROJECT MANAGER OF ANY PROBLEMS AND CORRECT AS REQUIRED. THE PLUMBING d POINT OF CONNECTION HWR HOT WATER RETURN WH WALL HYDRANT SUBCONTRACTOR SHALL SUBMIT ONE COPY OF THE VIDEO TAPE TO THE CPWM CONSTRUCTION PROJECT WALL HYDRANT �� MANAGER. 9. ONCE THE CONCRETE FLOOR SLAB IS POURED, IT MUST BE KEPT CLEAN, FREE OF DUST, DIRT, PAINTS, STAINS 0 FD 0 FLOOR DRAIN AND TIRE MARKS, UP UNTIL PUNCHUST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS ii TO RECEIVE THE CONCRETE FINISH TREATMENT. ALL LIFTS TO BE DIAPERED (TO PREVENT LEAKING FLUIDS CL FROM REACHING THE FLOOR) AND USE NON—MARKING TIRES. Z 10. PIPING SERVING OTHER TENANT SPACES SHALL NOT RUN THROUGH CPWM's TENANT SPACE 0 N Z w 0 In vi � w w � a 0w - n � _ ------------- ---------- oa, D O 1 1 � � Z I I W ` 0 � I0L--------- -- ----------- ICy Z O Q I I 0 wco u. z} `� II Z LT] I oQ a.J Cfl is p p � p � a 0 - !— < 1 i O ri 2 Q I I ^ P2.�P2. 1 �, 1 1 • i 1 Z 4N 0 I I I I 1 a , DISTRIBUTiON: _ DATE: Prototype Ver. 1.2014 04/01/14 i I OWNERS REVIEW 04/24/15 PERMIT 05/22/15 I 1 I I � I I a _ rn ARCH. PROJECT# BBB PROJECT# 140505 DRAWN: CHECKED: REFERENCE ONLY { NOT APPROVED WITH THIS PERMIT ---- F�0 PRtffi�s �0U hl. J PP4 lV PIRES DRAY" WILD PLUMBING FLOOR PLAN FLOOR PLAN 01 - P1 . 1 SOURCE:VIER. 1.2014 1/8"=1*-O" o NOTES DEMOLITION NOTES PLUMBING FIXTURE SCHEDULE NOTES FOR THIS DRAWING - NATIONAL ACCOUNT TYPE AND PIPE SIZES - �,�� . NO. FIXTURE VENDER - MAN MANUFACTURER REMARKS 1. ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL ROOMS AND AREAS 0 SECTION 01000 MODEL N0. TRAP WASTE VENT CW HW WHERE HUNG CEILING IS APPLIED. 3 Z 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL BE FAMIUAR WITH THE UMITS OF OEM M0 DEMOUTION REQUIRED FOR ALL TRADES. COORDINATE DEMOUT10N WITH REQUIREMENTS OF NEW prJ ELECT+` '-� 1-1/4'XrrrADA COMPLIANT WALL MTD. WHEELCHAIR ACCESS MODEL, STAINLESS STEEL FINISH. 2. FLUSH CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED ON THE CONSTRUCTION PRIOR TO INITIATING WORK. WATER COOLER EXISTING EXISTING r 2 1-1/2 1/2 WIDE SIDE OF THE TOILET AREAS. ARCHITECTURAL _ (RELOCATED) ADA COMPLIANT INCLUDES: P-TRAP, ANGLE SUPPLY & WATER COOLER CARRIER. 0 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE REMOVAL AND DISCARDING OF ALL 3. ALL HOT AND COLD WATER PIPING SHALL BE INSULATED PER THE PROJECT GROUP N S DEMOUTION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF THE PROJECT. NOTEMANUAL I NTERNATIONAL w 1. PROVIDE INSULATING KIT ON TRAPS AND HOT AND COLD WATER SUPPLIES TO ALL HANDICAPPED LAVATORIES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF HANDICAPPED FIXTURES. _ 3. CONTRACTOR SHALL COORDINATE DEMOLITION OPERATIONS WITH CONTINUING OWNER OCCUPATION OF 2, ALL PLUMBING FIXTURES TO BE PROVIDED BY THE CONTRACTOR THROUGH A NATIONAL ACCOUNT AGREEMENT WITH HUGHES SUPPLY. REFER TO PROJECT MANUAL SECTION (01000). 4. SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4 PER FOOT (MINIMUM AND 15 WEST SEVENTH STREET N ADJACENT SPACES. ALL DEMOLITION WORK TO BE COORDINATED WITH OWNER AND CONDUCTED UNDER 3. ALL NOTED FIXTURES SHALL BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT OF 1990". FIXTURES AND THEIR INSTALLATION TYPICAL). COVINGTON, KENTUCKY 41011 Z CONTROLLED CONDITIONS. SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBUCATION A117.1 - "PROVIDING ACCESSIBIUTY AND USABIUTY FOR PHYSICALLY HANDICAPPED PEOPLE" PH859-261-5400 FAX859-261-5530 w4. REPAIR/PATCH AS REQUIRED FOR DEMOLITION OF VARIOUS CONSTRUCTION ITEMS. VERIFY AND AND/OR GOVERNING CODE. Q COORDINATE ANY REQUIRED OPENINGS WITH RESPECTIVE TRADES. FOR ANY WORK THAT SHALL OCCUR 4. ALL PLUMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND KEY NOTES (SYMBOLS O , O ETC.) . OUTSIDE OF DEMOLITION AREA, CONTRACTOR SHALL RETURN SPACE TO ORIGINAL CONDITION. ENERGY CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE w CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL 1. EXISTING RESTROOM FIXTURES TO BE REUSED IN PLACE. CLEAN, REPAIR, AND DESIGNER NOTE CHECKLIST 5. PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. CAP ABANDONED SEWER PIPING A PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID REFURBISH AS NECESSARY. MINIMUM OF 8" BELOW FINISH FLOOR PATCH AND REPAIR SLAB. INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES. 6. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL NOT USED WATER PIPING, WASTE AND VENT, 2. EXTEND AND CONNECT 1/2" CW, T SANITARY, AND 1 E N VENT TO EXISTING DUCTWORK, EQUIPMENT IN THE REMODEL AREA. FOR THE RELOCATED ELECTRIC WATER COOLER. PROVIDE NEW SHUT-OFF, CLEAN AND REPAIR FIXTURE AS NECESSARY. PROVIDE WRITTEN COST ESTIMATE TO W }_ OWNER IF REPAIRS OR REPLACEMENT IS NECESSARY. FIELD VERIFY EXACT 7. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH OWNER REPRESENTATIVE FOR WHETHER TO DISPOSE HVAC OUTLETS REMOVED OR RE-USE. LOCATIONS. LOCATE EXISTING SANITARY AND VENT. Z 8. DEMOUSH EXISTING AS REQUIRED PER NEW CONSTRUCTION AS DIRECTED BY ARCHITECT AND/OR AS 3. REMOVE EXISTING DRINKING FOUNTAIN AT THIS LOCATION AND SALVAGE FOR 0 NOTED ON DRAWINGS. AVOID DISRUPTION OF SERVICES DURING BUSINESS HOURS (IF APPUCABLE). ALL RELOCATION. CAP SANITARY UNDER SLAB. DISCONNECT WATER AT SOURCE > SYSTEM SHUT-DOWNS AND DISRUPTION OF SCHEDULED AFTER NORMAL BUILDING HOURS OR AS OTHERWISE Oa, APPROVED BY OWNER. 9. PRIOR TO DEMOUTION FIELD VERIFY AND IDENTIFY ANY EXISTING EQUIPMENT TO REMAIN IN SERVICE THAT 0 ----_---_-_ _ -- 0 IS SERVED BY SYSTEMS TO BE DEMOUSHED. N011FY ENGINEER OF ANY SUCH CONDITIONS AND REMOVE ------_-_--- AND/OR RELOCATE THE SERVICES AS DIRECTED. ' 0 ------------ � ------- ------- ------------ --------- - ------------ -------- ------- ---------------------- -- 10. MEET WITH OWNER REPRESENTATIVE AND LANDLORD PRIOR TO DEMOLITION TO IDENTIFY WHETHER EXISTING a - MATERIALS SYSTEMS, EQUIPMENT, ETC. ARE CONSIDERED SALVAGE OR DEBRIS. REMOVE DEBRIS FROM SITE I I co AND DISPOSE OF IN AN APPROVED MANNER AS DIRECTED BY OWNER. 0 11. TERMINATE DEMOUSHED SYSTEM SERVICES IN A CONCEALED LOCATION IN AN APPROVED MANNER. I j 0) COORDINATE WITH NEW AND EXISTING CONSTRUCTION. ■ I I, 12. FIELD VERIFY EXISTING PIPING LOCATIONS PRIOR TO WORK. C 13. VERIFY EXTENT OF DEMOUTION OF SANITARY SEWER, DOMESTIC WATER AND FIRE PROTECTION PIPING 1 gC6 PRIOR TO WORK. ALL DEMOUTION WORK SHALL BE IN COMPLIANCE WITH APPUCABLE CODES, STANDARDS I I I AND THE AUTHORITY HAVING JURISDICTION. jy Q 14. WHERE REQUIRED, COORDINATE EQUIPMENT ELECTRICAL TERMINATION REQUIREMENTS WITH ELECTRICAL i O W CONTRACTOR. v . oco Lij- o QIL 1- „111 `J ii C I I I I I! t t I I E �, II Lr�J �/'�j El I I ,' ;ill 3 � Chi I I j i 7 i z � j j j I � � � co I I I I, a z IT< I I I I11 R 0 = N j j j it QQ0.) LIJ0 Z o wo N0. j j co wo o � Q LU (� C:) 0_a ------------- -- -- --------1------------------------ -- ------------- --- -- t----------------------- -- �- 1=- U Q. I I I I tib ' 1 i o NOTE: 04 ,~~`~ I I I I CONTRACTOR SHALL LOCATE WATER AND SEWER SERVICE TO THE BUILDING I I I I CL m z °o�S°c�S AND PROTECT DURING DEMOLITION. SERVICES WILL BE RE-USED WITH THE NEW LAYOUT. CONTRACTOR WILL BE RESPONSIBLE FOR MODIFICATION AND I I _ I �-- •••• RELOCATION OF EXISTING SERVICES TO ACCOMODATE NEW LAYOUT. j j s_s s Y NOTE: DEMOLITION OF EXISTING SYSTEMS SHALL BE SAFE AND ORDERLY. I j CONTRACTOR SHALL COORDINATE THE FOLLOWING PRIOR TO DEMOLITION: D�sTRieUTioN: DATE - POWER IS TO BE DISCONNECTED BY A LICENSED ELECTRICIAN. I ( - DOMESTIC WATER TO BE SHUT OFF TO EQUIPMENT BEING WORKED ON I I I Prototype Ver. 1.2014 04/01/14 OR REMOVED. OWNERS REVIEW 04/24/15 1 PERMIT 05/22/15 I I I Ij I I I I! I I I I I 7F I I 1 , - ! 1 - ------- --- -- ---------- ------------------ ------------- - --------------------------------------- D0o --)- j CONTRACTOR SHALL FIELD VERIFY EXISTING 0 / LOCATION OF SANITARY SEWER. CONTRACTOR n I SHALL AVOID TRENCHING INTO RESTROOM IF r f I AT ALL POSSIBLE. TRENCHING IN SALES { k I FLOOR IS PREFERRED. ( I I I a I ARCH. PROJECT# BBB PROJECT# ! II 140505 o o I I f DRAWN: CHECKED: I I ,; 'ol I I v LL__j j j I I �NC ONLYP ya PRO TFFss�� N OVED WIT THIS PERMIT mac, GINc9 j j j Ij M � 77585 PH' r I j f I EGON 1 II S N 1 i �- f I EXPIRE6%i0-t 01111AVANG irna PLUMBING ENLARGED PLAN AND FIXTURE SCHEDULE N FIRST FLOOR PLAN - PLUMBING DEMOLITION 02 FIRST FLOOR PLAN - PLUMBING 01 1/8"=l'-O' P2 . 1