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HomeMy WebLinkAbout111 Towne Center Blvd 03-2776, 03-2904 Fire Alarm Bed, Bath and BeryondN FIRE ALARM ZONE SCHEDULE ZONE DEVICES IN ZONE AREA SERVED 1 MANUAL PULL STATION MAIN ENTRANCE — RECEPTION 2 MANUAL PULL STATION LANDING DOCK EXIT 3 MANUAL PULL STATION EGRESS CORRIDOR 4 DUCT SMOKE DETECTOR RTU SMOKE DETECTORS 5 FACP SMOKE DETECTOR FACP SMOKE DETECTOR 6 FLOW SWITCH STAND PIPE 7 TAMPER SWITCH STAND PIPE FIRE ALARM SYSTEM WIRING LEGEND SYMBOL CIRCUIT DESCRIPTION A INITIATING DEVICE CIRCUIT CONDUCTOR 2 — #14 AWG FPLP B NOTIFICATION APPLIANCE CONDUCTOR 2 — #14 AWG FPLP C CONTROL CIRCUIT CONDUCTOR 2 — #14 AWG FPLP D SMOKE DETECTOR POWERCIRCUIT CONDUCTOR 4 — #14 AWG FPLP G REMOTE ANNUNCIATOR CIRCUIT 4 — #18 AWG FPLP FIRE ALARM SYSTEM NOTES: 1. SMOKE DETECTORS SHALL BE MOUNTED NO CLOSER THAN 3' TO ANY SUPPLY REGISTER OF THE A/C SYSTEM. 2. SMOKE DETECTORS (CEILING MOUNTED) SHALL BE MOUNTED NO CLOSER THAN 4' TO A SIDE WALL, (MEASURED FROM THE CEILING TO THE TOP OF THE DETECTOR,) 3. INSTALLATION OF WIRING, RACEWAY, AND DEVICES SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY CODES: UNIFORM RULE 4A-48: RULES AND REGULATIONS OF THE STATE FIRE MARSHALL'S OFFICE: AND F.S. 633-701, 4. CONTROL RELAYS (AHU SHUT DOWN) MUST BE MOUNTED WITHIN 3' OF THE EMERGENCY CONTROL DEVICE, (NFPA 101, 7-6.5.4) 5. IF CONTROL RELAY IS TO CONTROL THE EQUIPMENT OF ANOTHER TRADE, THEN THAT TRADE NEEDS TO DO THE TERMINATION TO THEIR EQUIPMENT OR PROVIDE THE CONDUCTORS FOR TERMINATION. 6. INSTALLATION OF WIRING, RACEWAY AND DEVICES WILL BE IN ACCORDANCE WIT' ALL APPLICABLE CITY CODES: UNIFORM RULE 4A-48, RULES AND REGULATIONS OF THE STATE FIRE MARSHAL'S OFFICE: AND F.S. 633-701. 7. THE NUMBER ADJACENT TO THE DEVICES AND APPLIANCES DENOTES CIRCUIT NUMBER AND DEVICE NUMBER: PURSUANT TO "DIVISION OF THE STATE FIRE MARSHAL'S UNIFORM FIRE SAFETY RULES AND STANDARDS" 4A-48.007 (1). NUMBERING SCHEME 1-2 DEVICE I,D, NUMBER CIRCUIT NUMBER FIRE ALARM SYMBOL_ LEGEND SYMBOL DESCRIPTION MOUNTING WP DENOTES WEATHERPROOF CL DENOTES CENTERLINE END OF LINE SUPERVISORY 4.7k OHM RESISTOR ON LAST DEVICE OF CIRCUIT _ SILENT KNIGHT #7628 O SMOKE DETECTOR — SYSTEM SENSOR #1151 CEILING OVER FACP R S DUCT SMOKE DETECTOR — SYSTEM SENSOR DH400 AS NOTED ON DRAWINGS SD S = SUPPLY DUCT R = RETURN DUCT CONTROL RELAY ADJACENT TO EQUIPMENT ® WITHIN 3'-0" OF CONTROLLER ��� 104 FIRE ALARM SIGNAL HORN/STROBE 110CD HORN/STROBE = SYSTEM SENSOR P24110 MOUNT FLASHING LIGHT AT CANDELA INTENSITY INDICATED 75CD HORN/STROBE = SYSTEM SENSOR P2475 80 INCHES ABOVE FLOOR OR ADJACENT TO DEVICE 15/75CD HORN/STROBE = SYSTEM SENSOR P241575 6 INCHES BELOW CEILING, WHICHEVER IS LOWER FS FIRE SPRINKLER SYSTEM FLOW SWITCH BY OTHER DIVISION TS FIRE SPRINKLER SYSTEM TAMPER SWITCH BY OTHER DIVISION FIRE ALARM MANUAL STATION WALL SURFACE 0 SILENT KNIGHT PS—DA M.H. 48" TO CENTERLINE FIRE ALARM STROBE ONLY MOUNT FLASHING LIGHT AT © CANDELA INTENSITY INDICATED ADJACENT TO DEVICE 80 INCHES ABOVE FLOOR OR 15/75CD HORN/STROBE = SYSTEM SENSOR P241575 6 INCHES BELOW CEILING WHICHEVER IS LOWER Z REMOTE TEST INDICATOR CEILING BELOW UNIT SILENT KNIGHT #SK-5208 10 ZONE HARDWIRED MAIN FIRE ALARM CONTROL PANEL M.H. 6'-6" TO TOP F-�- SILENT KNIGHT #SK-5235 M.H. 6'-6" TO TOP RECEIf DC PF , 010py Rn� .S � ZONE #7 EOL FS T� IDC-7-1 PLANS REVIEWED CITY OF SANFORD ZONE #6 EOI IDC-6-1 ZONE #5 EOL IDC-5-1 ZONE #4 S IDC-4-1 EOL SD 15/75CD 110CD 75CD ZONE #3 EOL—J�M-Q— F FYY EOL IDC-3-1 NAC-2-1 NAC-2-2 NAC-2-9 110CD 110CD 15/75CD ZONE #2 EOL —,AN"— F - F�--S �— J EOL IDC-2-1 NAC-1-1 NAC-1-2 NAC-1-10 ZONE #1 EO IDC-1-1 TELEPHONE LINT TELEPHONE LINE 120 rr+1-. FIRE ALARM RISER DIAGRAM SCALE: NTS /1249 By'+x Sanford Date:.. 10877 WATSON ROAD ST, LOUIS, MO 63127 PROJECT MANAGERS I co C o � cn � o � M ,�III�IIIIIII � Aq y C 4-1 Uj J 0 0 0� N L z U 0 O (n ¢ w U � of AWCL N M C o C w %' uJ Ur. Z i>> cr- w FW-OO Q N m o r Q a- r 0 06 00 ocli 00 OU>DO00LC) w LL- < 00 mLL-O�ooDDOO < Cr r,0 Q0 =�mz�� Q 0 J Z00 01 O (.0 : Er—LLJ W O Q m U. LL DISTRIBUTION: DATE: Prototype Ver,1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 2149 DRAWN: CHECKED: BP MW Professional of record practicing as an Individual. )OV iq,-�q • d�7 MICHAEL WOMACK PROFESSIONAL OF RECORD PHONE: 314-821-1100 49040 DRAWING TITLE: FIRE ALARM LEGEND AND NOTES E1.0 4 4I .7 5 T 7 8 I I I I I ° j F EOL IF `ID °= ni IInII O O O O ko) , I 1 ��� I E] I EOLI _ _ 1 _LL /(1)A NAC-1 i-10 (1)B 15/75CD F r5/75CD ,— I I-1 1 NA�C-1-18 AC-1-9 / I C®6 1 TS o n '\ IDC 7-1 II r \ W1A, (1) EOL EO EOIL QL (1)B�( )A I I I � I - - I S IDC 4 5 75 2 C ( C - NfC - B F 7 V- NA 7 F 110CD NAC-2-4 (1)C,(1)D I /75CD I I �AC-1-6 F (1)B,(3)A 110CD F 1 15D / 5 LI 11T(1)A,(1)B NAC-I - cN1�r`r - C —— — }� II 75CD L I (21 C S IDC-4-4 (1)C,(1)D NAC-1-3 ERSD " � I (1)C F 110CD NAC-2-3 (1)B,(3)A (2)C S IDC-4-3 R 'SD I (1)A,(1)B (2)6 I I CD (1)C 110CD F ----- m� AC=1-- - D II (2)B I FA (1)C,(1)D G (2)C — S IC�C -3 (1)C,(1) (1)C,(1)D (1)B,(3)A 110CD R- SD NAC-2-2 ILI i I - r CD A 7 -1 LLJ i - - (1)A,(1)B 75CD IDC-4-2 I I NAIC-2-7 R I sDS (I )C OC 110CD F '� o �� 1 NAC-1-1� (1)A,(1)B F- 1 1 (3)A.(1)B,(1 I n (1)B,(3)A (cPT-, �/7�CD IDC-1-1 IF}� FF o AC- 1 L - n� mi J F FAA F �I FGP E--I - -�F IDC-16-=1-� � J m III'ter ---�� ----�I -----�T='!I — —I — G I I I I I I I ' 4.1 5.1 5.5 *)9 6.1 7.1 FIRE ALARM PLAN SCALE: '1 /16"=1'-0" /2149 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS I V ca W4 o ,Ililll y `� a .0 4' J 0 � N z U 00 o V) U W f - ti o C8d J Z r. Q. M 0 U Q z Q Z 0 � W O O O Q m CL ZOww'"000000 �C-)<000L0 Q w w mo o0 a'DI C000 <wz08^ i- Q m o — _ a n CD o0com�-¢ W m U LL- DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 2149 DRAWN: CHECKED: BP MW Professional of record practicing as an individual. n MICHAEL WOMACK PROFESSIONAL OF RECORD PHONE: 314-821-1100 49040 DRAWING TITLE: FIRE ALARM PLANS E2.0, I � , i i i IF i� IL I 4 r -! i � I I it :SE. FP" P FIRE SPRINKLER DEMOLITION PLAN SCALE: 1 /16" = 1'-0" I I .I I � I EXISTING FLOW SWITCH L11 EXISTING 6" ALARM CHECK VALVE I ' 1 c�� EXISTING PRESSURE --GAUGE (TYP.) I/ \L_ r_ f I I ' I 1 FINISHED FLOOR 'ELEVATION @EXISTING AFIRE SPRINKLER RISER NOT TO SCALE SYMBOL KEY -Y� EXISTING PIPING TO BE DEMOLISHED �- — — -j EXISTING PIPING TO REMAIN NEW PIPING �----� TTIE INTO EXISTING PIPE �- T -� • CHROME RECESSED 165'F 1/2" ORIFICE O BRASS UPRIGHT 286'F K-17 231 APPROXIMATE CENTER LINE ELEVATION OF EXISTING PIPE ABOVE FINISHED FLOOR o APPROXIMATE CENTER LINE ELEVATION OF o NEW PIPE ABOVE FINISHED FLOOR AND/ OR BELOW METAL DECK —G RISE FROM LEFT TO RIGHT AND DROP FROM RIGHT TO LEFT. �--- CAPPED PIPE. XX HYDRAULIC REFERENCE POINT REMOVE ALL EXISTING SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES & MAINS LOCATED IN HATCHED AREA DEMOLITION NOTES 1. REMOVE ALL EXISTING SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES &. MAINS LOCATED IN HATCHED AREA SEE FP1.0 FOR DESIGN CRITERIA, GENERAL NOTES AND DETAILS - — -------------- W-fmo t PLANS REVIEVI'D avi OF SA SOD U) LILI Z v U U U N cL Elf w V) L, 0¢ O orwF--ow i— N Vl W W z v L c) J W N W Z O CL ¢ U W cn w a W O QLd = _ H H O O p � Z 0 J o W w — X Q U z F= Z Q� H Z U o ¢ LLj O = Q } J (D w m W J V W CD o W ~ Z ~ Z =o <Q� LLi Er- T = W (n W Q F fl� W a: d c���(2G,0 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS —;J W 0 J U rz z U 0 o Q IY N W r- O i z N n U 0 W IJi z d>z 0 > 3i 0 0 W W O O T D ~ z m 0- U can QD oLLJiCD0� Qo�Ln Q m0>—CD c0 co m (_0 � Qo El _�00 z o� o = 0 Z m t� O co � x L1J LLI m Q LL- DISTRIBUTION: DATE: PERMIT/BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 64165-0 DRAWN: , CHECKED: WBS/ DJB DATE PRDFESSION' AL OF RECORD' DAVID J. BURKHART, P,l, LICENSE NO.46796 CODE CONSULTANTS, INC. 1804 BORMAN CIRCLF- OR ST. LOUIS, MO.63146-4136 PHONE: 314-991-2633 CERTIFICATE OF AUTHOHIZATION NO.7586 DRAWING TITLE: FIRE SPRINKLER DEMOLITION PLAN FPD1.1 EXISTING BRANCH LINES TO ADJACENT TENANT } - - _ EXISTING U.C. PUBLIC WATER MAIN AUX. DRAIN VALVE I W/ 3/4" HOSE END EXISTING 8" U.G. FIRE ADAPTER (TYP.) SERVICE LEAD IN 10 10'-0" k 14'-4° , I I I � , EXISTING, BRANCH 2 1/2" I 2 1/2" LINES T0IADJACENT TENANT i ! I _ - -- }>>ii----- I 33 2 1 /21 j 2 1/2" jn32 I I I ' �O I � 2 1 /2" I ( 2 1 /2 J j EXISTING BRANCH LINES I I 29 ( TO ADJACENT TENANT 2 1/2" 2 1/2" I I 28 i 8'-4-4" 3'-8" �O 17'-2" I, T-2" i, L �-= 7 8 7 -4 7 �o o, - 2 1/2„ 26 16 17 18' EXISTING BRANCH LINES TO AD ACENT TENANT 25 0 0 10 2 1/V I �`(�.i i 0 1A _. 58 rk- EL_ AUX. DRAIN I VALVE W/ 3/4" HOSE END ADAPTER (T:YP.) — ERE SPRINKLER NEW PLAN SCALE: 1/16" SPRINKLER IN CLOSET (AS REQUIRED) 1 2 1/2" l i I % i; { '9' 2 1/2 o---- -- - - -- F - / R'S TEST WITH RELIEF -- 3 La FxT Eric,- P Id_L PIECE ADJUSTABLE CUTCHEON (LISTED R USE W/ SPECIFIED RINKLER) IISHED CEILING 1/4" MI DISTANC MANUFACTURER'S REQUIRED MAXIMUM DISTANCE VERTICAL TOLERANCES FOR RECESSED SPRINKLERS NOT TO SCALE 8" TO NEW BBBY SYSTEM SUPPLY FOR ADJACENT TENANT 4'. CID� NEW FLOW 1J EXISTING FLOW SWITCH SWITCH rl I `-A EXISTING 6" ALARM CHECK VALVE NEW 8" ALARM 1 r� � CHECK VALVE �1' EXISTING PRESSURE � JL � J1,; ��GAUGE (TYP.) IL_ J j r - NEW PRESSURE GAUGES � I � I I I I I NEW 8" BUTTERFLY 8" VALVE i I I I l -- FINISHED FLOOR E EVAT ON @ EXISTING ,FIRE SPRINKLER RISER NOT TO SCALE DESIGN CRITERIA SALES AND PRE -SALES AREAS PROVIDE PROTECTION OF SOLID SHELF STORAGE OF CLASS I THROUGH CLASS IV COMMODITIES UP TO 16'-6" IN HEIGHT. CURRENTLY, NFPA 231 DOES NOT PROVIDE PROTECTION CRITERIA FOR SOLID SHELF STORAGE OVER 15-0". THEREFORE, BBBY REFERS TO NFPA 231C (1998) FOR RACK STORAGE PROTECTION CRITERIA. A DESIGN DENSITY IS OBTAINED IN SECTION 6-11, TABLE 6-11, FIGURE 6-11(D) CURVE G,, FOR UNENCAPSULATED CLASS IV COMMODITIES, 20-FT STORAGE HEIGHT, 4-FT AISLES, WITH NO SOLID SHELVES AND NO IN -RACK SPRINKLERS, USING HIGH TEMPERATURE SPRINKLERS AT THE CEILING. THE DENSITY IS ADJUSTED IN ACCORDANCE WITH FIGUIRE 6-9.2 FOR A STORAGE HEIGHT OF 16-6. THE DENSITY IS FURTHER ADJUSTED FOR THE USE OF SOLID SHELVES BY APPLYING SECTION 6-9.10, CORRELATING SOLID SHELVES ON SHELF STORAGE WITH SOLID, FLAT -BOTTOM, COMBUSTIBLE PALLETS ON RACK STORAGE. THE RESULTING DESIGN CRITERIA SHALL BE AS FOLLOWS: DENSITY - 0.49 GPM/SQ FT OPERATING AREA - 2,000 SO FT TEMPERATURE CLASSIFICATION / NOMINAL K-FACTOR / RESPONSE TYPE - 286-F / 16.8 / SR HOSE STREAM ALLOWANCE - 500 GPM OFFICE BREAKROOM AND VESTIBULE AREAS PROVIDE PROTECTION IN ACCORDANCE WITH NFPA 13 FOR AN ORDINARY HAZARD GROUP I. DESIGN CRITERIA SHALL BE AS FOLLOWS: DENSITY - 0.15 GPM/SQ FT OPERATING AREA - 1,500 SO FT TEMPERATURE CLASSIFICATION / NOMINAL K-FACTOR / RESPONSE TYPE - 165-F / 5.6 / SR HOSE STREAM ALLOWANCE - 250 GPM FINISHED CEILING AREAS - IT IS INTENDED THAT THE GREATEST ACCURACY BE PROVIDED TO LOCATE SPRINKLER IN ACCORDANCE WITH THE DIMENSIONS SHOWN ON THE DRAWINGS WITHOUT THE EXPENSE OF "RETURN BEND". IT IS UNDERSTOOD THAT NO MORE THAN A 3-INCH RADIUS TOLERANCE ABOUT THE POINT IDENTIFIED BY DIMENSION WILL BE ACCEPTED. WHERE ROWS OF SPRINKLERS ARE PROVIDED WITHIN THE SAME CEILING PLANE, ANY PART OF THE TOLERANCE USED FOR ONE SPRINKLER SHALL BE THE SAME FOR ALL OTHERS IN THAT SAME ROW. COORDINATE CLOSELY WITH THE ELECTRICIAN INSTALLING LIGHTS AND SPEAKERS. THE INTENDED EFFECT IS THAT SPRINKLERS BE IN LINE WITH EACH OTHER AND WITH OTHER SYSTEMS (I. E. LIGHTS AND SPEAKERS). A WATERFLOW TEST CONDUCTED NEAR THE SITE OF THIS PROJECT INDICATES THAT THE COORDINATES OF 58 PSI STATIC, 48 PSI RESIDUAL, WHILE FLOWING 1,137 GPM WOULD BEST DESCRIBE THE PUBLIC WATER SUPPLY TO THE SITE. THE EFFECTIVE POINT OF THIS FLOW TEST SHALL BE CONSIDERED TO BE AT THE CONNECTION TO THE EXISTING PUBLIC WATER MAIN. FIRE DEPARTMENT CONNECTION TO REMAIN HOUSEKEEPING NOTEi THE CONCRETE FLOOR SLAB MUST BE KEPT CLEAN FREE OF DUST, DIRT, PAINT, STAINS AND TIRE MARKS, UP UNTIL PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH TREATMENT. ALL LIFTS TO BE DIAPERED AND USE NON -MARKING TIRES. PIPE CUTTING MACHINES TO BE KEPT OFF THE CONCRETE FLOORS IN AREAS TO RECEIVE CONCRETE FINISH TREATMENT. oil AX VIE 1j, By: -� Sanford Fire Pr�71� r n �iy. Date: c b� SYMBOL KEY r3E # # EXISTING PIPING TO BE DEMOLISHED EXISTING PIPING TO REMAIN NEW PIPING TIE INTO EXISTING PIPE 0 CHROME RECESSED 1657 1/2" ORIFICE 0 BRASS UPRIGHT 286'F K-17 231 o� APPROXIMATE CENTER LINE ELEVATION / OF EXISTING PIPE ABOVE FINISHED �j FLOOR O APPROXIMATE CENTER LINE ELEVATION OF 0 NEW PIPE ABOVE FINISHED FLOOR AND/ OR BELOW METAL DECK —G RISE FROM LEFT TO RIGHT AND DROP FROM RIGHT TO LEFT. f--- CAPPED PIPE. XX HYDRAULIC REFERENCE POINT REMOVE ALL EXISTING SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES & MAINS LOCATED IN HATCHED AREA DEMOLITION NOTES 1. REMOVE ALL EXISTING SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES & MAINS LOCATED IN HATCHED AREA GENERAL NOTES 1. PROVIDE ALL NECESSARY OFFSETS, RAISES OR DROPS IN PIPING, AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS. 2. EXAMINE THE JOB CONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS, CLEARANCES ETC. 3. ARCHITECTURAL, AND ELECTRICAL BACKGROUND INFORMATION IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO THE PROPER DRAWINGS FOR EXACT LOCATIONS, SIZES AND QUANTITIES OF OTHER TRADES' WORK. 4. IT IS UNDERSTOOD, UNLESS SPECIFICALLY INDICATED OTHERWISE, THAT THE PIPE SIZES AS SHOWN ON THE BID DOCUMENTS WILL BE USED. 5. THE ENGINEERING DRAWINGS HAVE BEEN PREPARED USING AUTOCAD. THE DRAWINGS ARE 100% CAD. THE HYDRAULIC CALCULATIONS HAVE BEEN PREPARED USING HASS. THESE DOCUMENTS WILL BE MADE AVAILABLE TO THE SUCCESSFUL FIRE SPRINKLER CONTRACTOR IN EITHER THE FORM OF DISKETTE OR HARD COPY. HANGER NOTES 1. 6-INCH AND LARGER PIPES RUNNING PARALLEL TO BAR JOIST SHALL BE HUNG FROM TRAPEZE HANGERS SUPPORTED NEARLY EQUALLY BY TWO JOISTS. 2. ONLY ONE PIPE SHALL BE SUPPORTED FROM A SINGLE TRAPEZE HANGER UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD. 3, HANGERS WITH MORE THAN 150 POUNDS OF LOAD SHOULD BE ATTACHED TO THE JOIST AT A PANEL POINT. 4, COORDINATE ALL HANGER TYPES AND LOCATIONS WITH THE STRUCTURAL ENGINEER OF RECORD. TYPICAL SPRINKLER LOCATIONS ('C��I°�¶LE ° 1'- ' 1'- ' 2'-0" 2'- 0" � I SPRINKLER (TYP.) 3" RADIUS TOLERANCE (TYP.) NOTE: SPRINKLERS SHALL BE POSITIONED AS SHOWN WITH A 3" TOLERANCE. HOWEVER, SHOULD ANY PART OF THE TOLERANCE BE USED, THEN ALL THE SPRINKLERS IN THE ROW SHALL BE OFFSET BY THE SAME DISTANCE IN THE SAME DIRECTION. ROOF/FLOOR DECK 7 BRANCH LINE 1" MIN. I 12" MAX. i A>3B JOIST � B TYPICAL JOIST CLEARANCE REQUIREMENTS FOR UPRIGHT SPRINKLERS NOT TO SCALE ROOF/FLOOR DECK 1 MIN. I " MAX. I II F G i BRANCH LINE �I ig JOIST GIRDER I A2:3B cB TYPICAL JOIST GIRDER CLEARANCE REQUIREMENTS FOR UPRIGHT SPRINKLERS NOT TO SCALE ® I o F. z rr w � o w a ¢ z } a V V Z F N n w w z z � z O X D w U J O � , w o w o n o m w Q Q T = O w o o v w F- w w o w><QozLd I Z Q Z U 0 CD z - v� w L- o }- J O w m N w('wo Uj = o � Q � U_ = = W V W Elf Q H Lr w � cl- IKI I --..j 9/_r \Oco 10377 WATSON ROAD ST. L OUIS, MO 63127 PROJECT MANAGERS k z z � 4 - um 1 Z Lu 0 O V co T W � W v J � N o L) UD m p T+ -,* C2 It co 3< `1 W LLJ 0 1 U n` w z U 0 O QQ cy- Q N L1J o O Q ~ Z � J 0-- N c� U D w %' LLJ LL T� QQzo z OLL >, O F— T V r Q w 06 o z0 c0 00 U Q o 0 w L- O T- o o co � I z CO SQm Co CO mC:)O00000) o o � � x W m DISTRIBUTION: DATE: PERMIT/BID 08/11/03 ARCH. PROJECT# I CC] PROJECT# 903282 64165-0 DRAWN: CHECKED: WBS ,RJB � /TE.. PROFESSIONAL OF RECORD: DAVID J. BURKHART, P.E. LICENSE, NO.46796 CODE CONSULTANTS, INC. 1804 BORMAN CIRCLE 011. ST. LOUIS, MO.63146-4136 PHONE: 314-991-2633 CERTIFICATE OF AUTHORIZATION NO.7588 DRAWING TITLE: FIRE SPRINKLER PLAN, NOTES AND DETAILS FP1.0 DRAWING ABBREVIATIONS & AND JAN. JANITOR L ANGLE JT. JOINT ® AT FqF-## STOREFRONT TYPE CENTERLINE KIT. KITCHEN # POUND or NUMBER DETAIL/DWG. STATE ROAD 4s A1.1 ACCES. ACCESSIBLE L. LENGTH ## PARTITION TYPE SITE ACT. ACOUSTICAL CEILING TILE LAM. LAMINATE10 ADJ. ADJUSTABLE LAV. LAVATORY ELEVATION/DWG. OR NAME ROOM NAME /NUMBER m ®_ A.F.F. ABOVE FINISH FLOOR LT. LIGHT A4.1 BLDG. SECTION/DWG. AL. ALUMINUM Z APPROX. APPROXIMATE MAS. MASONRY ® DOOR NUMBER ¢ BED BATE ARCH. ARCHITECTURAL MAX. MAXIMUM V. & BEYONI ASPH. ASPHALT MECH. MECHANICAL WALL SECTION/DWG. OR ® FIRE EXTINGUISHER MED. MEDIUM A1.1 DETAIL/DWG. BBB BED BATH & BEYOND MEMB. MEMBRANE ® FIRE EXTING. CABINET B.C. BACK OF CURB MET. METAL BD. BOARD MFR. MANUFACTURER BITUM. BITUMINOUS MIN. MINIMUM # BLDG. BUILDING MISC. MISCELLANEOUS # # INTERIOR ELEVATION BLK. BLOCK M.O. MASONRY OPENING # A1.1 BM. BEAM M.R. MOISTURE RESISTANT B.O. BOTTOM OF MTD. MOUNTED BRG. BEARING EL. -0 1 2" BTWN. BETWEEN N. NORTH SPOT ELEVATION BUR BUILT-UP ROOFING N.I.C. NOT IN CONTRACT T.O. CONC. NO. NUMBER CAB. CABINET NOM. NOMINAL OtFIN. FL. DATUM 00 CEM. CEMENT N.T.S. NOT TO SCALE 0'-0" PLAN TRUE CER. CERAMIC NORTH NORTH REVISION -ADDENDUM C.F. COLD FORMED O.A. OVERALL # NORTH C.G. CORNER GUARD OBS. OBSCURE C.I. CAST IRON O.C. ON CENTER C.J. CONTROL JOINT O.D. OUTSIDE DIMENSION #� REVISION - CONSTRUCTION BULLETIN RESPONSIBILITY SCHEDULE CLG. CEILING OPNG. OPENING CLKG. CAULKING OPP. OPPOSITE CLR. CLEAR O.H. OVERHANG FURNISHED BY: INSTALLED BY: CMU CONCRETE MASONRY- UNIT ITEM DESCRIPTION: G.C. BBB G.C. BBB NOTES: CNTR. COUNTER PEMB PRE-ENGINEERED C.O. CASED OPENING METAL BUILDING BUILDING EXTERIOR SIGNAGE & G.C. G.C. COL. COLUMN PL. PLATE `A PYLON SIGNAGE CONC CONCRETE P.LAM. PLASTIC LAMINATE PROJECT TEAM If Q STATE ROAD 46 CONN. CONNECTION PLAS. PLASTER COMPUTER/ P.O.S. WIRING BBB BBB CONDUIT & PULL -STRING BY ELECTRICIAN - AS SHOWN ON DWGS. CONST. CONSTRUCTION . PLMB. PLUMBING 1 TENANT IMPROVEMENT FOR A NEW BED BATH & BEYOND STORE "GATEWAY PLAZA" 111 TOWNE CENTER CIRCLF PROTOTYPE VERSION: 1.2003 CURRENT ISSUE DRAWINGS CONT. CONTINUOUS PLYWD. PLYWOOD CONSTRUCTION SIGN BBB WILL FURNISH (2) SILK-SCREENED GRAPHICS; CONTRACTOR TO ERECT SHEET DRAWING TITLE BBB G.C. 0) CORR. CORRIDOR P.O.C. POINT OF CONNECTION OWNER: DOUBLE -SIDED SIGN. C.T. CERAMIC TILE PR. PAIR CUSTOMER SERVICE DESK CONTRACTOR TO OFF-LOAD, PROVIDE SECURED STORAGE, INSTALL & MAKE FINAL AO.1 CODE DATA, PROJECT DATA, RESPONSIBILITY SCHEDULE }' CTR. CENTER PRCST. PRE -CAST Bed Bath & Beyond G.C. G.C. ELECTRICAL CONNECTIONS. LU CTSK. COUNTERSUNK PRTN. PARTITION (FREE-STANDING) A0.2 SITE LAYOUT PLAN 650 Liberty Ave. PR.TR. PRESSURE TREATED Union NJ 07083 MUSAK SYSTEM BBB BBB CONDUIT & PULL -STRING BY ELECTRICIAN - AS SHOWN ON DWGS. A1.1 SITE DETAILS 0 0 D DEPTH ? P.S,F.F. PREFAB. STRUC. STL. FABR. (908) 688-0888 PHONE NUMBER Al.2 DEMOLITION PLAN DBL. DOUBLE PT. POINT 908 688-0295 FAX NUMBER CONTRACTOR TO OFF-LOAD PROVIDE SECURED STORAGE INSTALL & MAKE FINAL z U DEPT. DEPARTMENT PTD. PAINTED ( ) REGISTER BAYS(CASH-WRAPS) � - � A2.1 STORE FIXTURE PLAN &NOTES D.F. DRINKING FOUNTAIN Point of Contact: Dave Cameron, Arch. Project Manager & REMOTE SERVICE DESKS G.C. G.C. ELECTRICAL CONNECTIONS. A2.2 FLOOR PLAN & PARTITION TYPES 0 a N W DET. DETAIL Q.T. QUARRY TILE Charles Caesar Arch. Project Manager Casco 0) c) Q F- r. Const. Project Manager ext. 4784 SATELLITE ANTENNA BBB BBB CONDUIT & PULL -STRING BY ELECTRICIAN - AS SHOWN ON DWGS. A2.3 FLOOR FINISH- PLAN, TRANS -STRIP DETAILS, FINISHES LEGEND o z ti DIA. DIAMETER QTR. QUARTER Steve Rimar, j g ( ) _J N DIM. DIMENSION Mobile: 908) 366-2550 A2.4 REFLECTED CEILING PLAN & NOTES C LU LU m DISP. DISPENSER R. RISER Fax: MI) 803-4347 SECURITY SYSTEM BBB BBB CONDUIT & PULL -STRING BY ELECTRICIAN - AS SHOWN ON DWGS. A2.5 ROOF PLAN & NOTES w �. � DN. DOWN RAID. RADIUS A3.1 DOOR & FINISH SCHEDULES, DOOR & STOREFRONT TYPES, VESTIBULE ELEVATIONS a Q z D.O. DOOR OPENING R.D. ROOF DRAIN STORE SAFE BBB G. C. CONTRACTOR TO OFF-LOAD, PROVIDE TEMPORARY STORAGE, & INSTALL; SAFE z DR. DOOR REF. REFERENCE WEIGHS APPROX. 550 POUNDS. A3.2 FINISH HARDWARE SCHEDULE DWR. DRAWER REFR. REFRIGERATOR w 1 0 0 STORE SALES FIXTURES & A3.3 BBB NATIONAL ACCOUNT VENDOR/SUPPLIER CONTACT & DISTRIBUTION SCHEDULE 0 DS. DOWNSPOUT REINF REINFORCED, ARCHITECT & ENGINEERS: BBB BBB CONTRACTOR TO MAKE FINAL ELECTRICAL CONNECTIONS. A DWG. DRAWING REQD REQUIRED, STORAGE FIXTURES A3.4 BBB SPECIFIED MANUFACTURES & DISTRIBUTION SCHEDULE 0) o r RESIL. RESILIENT CASCO TELEPHONE SYSTEM BBB BBB CONTRACTOR TO PROVIDE CONDUIT, PULL -STRING & BOXES - AS SHOWN ON DWGS. A4.1 EXTERIOR ELEVATIONS m n U cn E. EAST RET. RETAINING PROFESSIONALS OF RECORD: A5.1 BUILDING SECTIONS & INTERIOR WALL SECTIONS EA. EACH RM. ROOM ARCHITECTURAL: RALPH R. SHAW TEMPORARY EXTERIOR BANNER BBB WILL FURNISH (2) TEMPORARY SIGNS TO BE INSTALLED BY CONTRACTOR - E.I.F.S. EXT. INSUL. & FINISH SYSTEM RND. ROUND STRUCTURAL: JAMES C. TEGETHOFF SIGN BBB G.C. ADJACENT TO BBB ENTRANCE FEATURE. A5.2 EXTERIOR WALL SECTIONS 06 E.J. EXPANSION JOINT R. 0. ROUGH OPENING ELECTRICAL : PAUL J. HUBER A5.3 EXTERIOR WALL SECTIONS EL. ELEVATION R.T.U. HVAC UNIT MECHANICAL : PAUL J. HUBER ELEC. ELECTRICAL RWC RAINWATER CONDUCTOR PLUMBING : PAUL J. HUBER A6.1 EXTERIOR DETAILS 6i cc EMER. EMERGENCY A7.1 ENLARGED PLANS00 ENCL. ENCLOSURE S. - SOUTH NOTE �, >. ,n o :� O U > 0n0 00 000 A7.2 ENLARGED PLANS ¢ 0 00 EQ. EQUAL S.C. SOLID CORE m � 0 0o 00 EQPT. EQUIPMENT scHED. -SCHEDULED FIRE. PROTECTION DESIGN ONCE THE CONCRETE FLOOR SLAB IS POURED, IT MUST BE KEPT CLEAN, FREE OF DUST, PAINTS, STAINS AND TIRE MARKS, A8.1 INTERIOR DETAILS - a r CCD 0 E.W.C. ELECTRIC WATER COOLER SECT. SECTION r A8.2 INTERIOR DETAILS EXP. EXPANSION SF:,' STOREFRONT CODE. CONSULTANTS, INC. UP UNTIL PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE � � Q m z � 00 EXPO. EXPOSED SHT. SHEET 1804 BO.RI AN CIRCLE DRIVE A8.3a CUSTOMER SERVICE DESK DETAILS J z �o EXST. EXISTING BIM. SIMILAR ST, LOUIS,=,MQ 63146 FINISH TREATMENT. ALL LIFTS TO BE DIAPERED (TO PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR) AND USE A8 4 REGISTER BAYS DETAILS M 0 o o � �'' Ln EXT. EXTERIOR - S.J. SAWCUT JOINT {314) 991=263 NON -MARKING TIRES. A8.5 REMOTE SERVICE DESKS DETAILS � o C° "a SPEC. SPECIFICATION L_� m v 0 FABR. FABRICATOR/ FABRICATED SPECD. SPECIFIED (SECTION) CODE DATA A9.1 INTERIOR ELEVATIONS f,, j � t� �;i .,'.,, ' F.C. FURRING CHANNEL S.ST.> -STAINLESS, STEEL F1 BBB FIXTURE PLAN S+la y F.D. FLOOR DRAIN -_ STD. STANDARD FDN. FOUNDATION STL. STEEL 2001 FLORIDA BUILDING CODE F2 BBB FLOOR FINISH PLANS, NOTES & DETAILS F.E. FIRE EXTINGUISHER STOR. STORAGE. ! F3 BBB POWER, SPECIALTY LIGHTING PLANS & NOTES DRAWINGS BY OTHERS F.E.C. FIRE EXTINGUISHER CABINET STRUC. STRUCTURAL DISTRIBUTION: DATE: FIN. FINISH SUSP. SUSPENDED ®Use Group: No. of plumbing fixtures. Required Provided F4 BBB LIGHTING PLANS &NOTES FIXT. FIXTURE • ` M Mercantile Section 310 Prototype FL. FLOOR � T.C.'. 'TOP OF CURB. - �� +� ( ) (01 FPC, Sect. 403) F5 BBB HIGH PILE STORAGE. PLAN , Protot e Ver. 1.2003 02/15/03 �` Use GroupM PERMIT 08/11/03 FLASH. FLASHING TEL. TELEPHONE ( ® Type of Construction (Table 600): PLAN TRUE S1.0 GENERAL NOTES & PLANS FLUOR. FLUORESCENT T&G TONGUE AND GROOVE Water Closets - 1 per 500 Occupants D 08/11/03 F.O. XX FACE OF XX T.G. TEMPERED GLASS Type IV, Unprotected, Fully Sprinkled Women 2 4 NORTH NORTH S2.0 FOUNDATION/ ROOF FRAMING DETAILS ( ) ( ) .. F.O.C. FACE OF CONCRETE THK. THICK. Men 2 4 PME1.1 PLUMBING MECHANICAL &ELECTRICAL GENERAL INFORMATION' F.O.F. FACE OF FINISH ' .THR THRESHOLD �', ® Actual Building Area per �� Occupancy Type: [Gross Area] > F.O.M. FACE OF MASONRY T. 0 TOP. OF •� Mercantile Grade Floor Retail = 22,952 SF Lavatories Occupants F.O.S. FACE OF STUDS T.P. TOP OF PAVEMENT Mercantile (Storage, Stock & Shipping) = 3,221 SF - 1 per 750 ccupant P1.1 PLUMBING GENERAL INFORMATION &SCHEDULES FR.TR. FIRE -RETARDANT TREATED TS TUBE. STEEL ,�', Business (Office) 859 SF -Women 2 3 P1.2 PLUMBING RISER DIAGRAMS .' L Men 2 3 FT. FOOT OR FEET TV TELPv y EVISION M TOTAL Actual Building Area = 27,032 SF P2.1 PLUMBING FLOOR PLAN FTC. FOOTING T.W. TOP DF WALL 0r6Cn FURR. FURRING TYP. TYPICAL P3.1 PLUMBING ENLARGED PLANS & DETAILS *Maximum Length of Exit Access Travel (Table 1004): GA. GAUGE UNF. UNFINISHED Use Group M (with Sprinkler System) = 200 Feet 34" USE GROUP M 34" ®NOTES: FPD1.1 FIRE SPRINKLER DEMOLITION PLANS AND DETAILS DRAWINGS BY r®THERE GALV. GALVANIZED U.C. UN EXIT /STOCK EXIT FP1.0 FIRE SPRINKLER PLAN GL. GLASS - U.O.N. UNLESS OTHERWISE NOTED EXIT \ 1. All gyp. bd. shall have *Unlimited Area Qualification (503.4) a minimum fire rating GR. GRADE � UR. � URINAL:,. `" ��. � �� M1.1 MECHANICAL- GENERAL INFORMATION ; GYP. GYPSUM (Fully Sprinkled and 60 -0 Permanent Open Space) ......... _ ..... .. of 20 min. Type-X M2 1 MECHANICAL FLOOR PLAN GYP. BD. GYPSUM WALLBOARD. yCT VINYL :COMPOSITION TILE Maximum Building Height ® Roof Peak Allowed 55' Gyp Bd. shall be used VERT, VERTICAL. TAILS Actual Height = 26'-8" (34'-8" ®Entry) where noted. M31 MECHANICAL ENLARGED PLANS & DE M4.1 MECHANICAL SCHEDULES & DETAILS ARCH. PROJECT# 8B8 PROJECT# H.B. HOSE BIBB VEST.., VESTIBULE, 1 H.C. HOLLOW CORE � � V I F. , VERIFY. 'IN .FIELD. � ' -� *Other Life Safety ��Considerations ... 2. Refer to Sheet A2.1 ham`-' H.D. HEAVY_DUTY V.T.R. VENT, THRU ROOF: M4.2 LENN WI TAIL �I i Corridor Width 44 Min. OX RING DE 903282 BBB)O(X HDWD HARDWOOD Dead End Corridor 50 Max. with Sprinkler System) for retail shelving t. DRAWN: CHECKED: HDWE "HARDWARE W.-' .WEST .. layout. E1.1 ELECTRICAL GENERAL INFORMATION &SCHEDULES.�� ���, H.M. HOLLOW METAL W WITH Exit Width 32 Clear O�enin� p. ..... E2.1 POWER PLANRD��i CWC Interior Finishes Class C Fmish Min.v� HORIZ. HORIZONTAL WD WOOD 3. t PME1.1 E2 2 LIGHTING PLAN Refer to Sheet �; HR. HOUR WDT. wIoTH FIRE PROTECTION DESIGN COORDINATION NOTICE o Occupant Content (Table 1003.1): for Plumbing, Professional of racti in USA GROUP M E3.1 ELECTRICAL LARGE SCALE PLANS & DETAILS an individ a. HGT. HEIGHT W/0. WITHOUT. ADJACENT - ADJACENT Mechanical, and Gross Area / SF per Person = #Persons] :I ,� HSS HOLLOW STEEL SECTION WP WATERPROOF NOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT: _ / _ (RETAIL) TENANT E3.2 LIGHTING SEQUENCING WSCT: WAINSCOT Mercantile Retail = 22,952 SF 30 - 765 Persons TENANT Electrical Code Data I.D. INSIDE DIMENSION WT. WEIGHT 1.) FIRE PROTECTION ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. Mercantile Stock = 3,221 SF/300 = 11 Persons N.I.C. N.I.C. Info. E3.3 SPECIALTY LIGHTING POWER DIAGRAMSUGi�O I.G. INSULATED, TEMPERED GLASS 2:) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE FIRE Business (Office) = 859 SF/100 = 9 Persons E3.4 ELECTRICAL .DETAILS INFO. INFORMATION PROTECTION -ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. TOTAL Occupant Load = 4. Based on Occupant 785 Persons P E4.1 ELECTRICAL SCHEDULES INSUL. INSULATION 1 -003 3. COORDINATION WITH THE FIRE PROTECTION ENGINEERING DOCUMENTS HAS BEEN ENTIRE TENANT SPACE Content this building '� �� � % " ) IS E4.2 ELECTRICAL. RISER DIAGRAMS INT. INTERIOR COMPLETED, ONLY.AS SHOWN BELOW. ® Egress Width (Table 1004): ,� FUI_I... SPRINKLERED provides at least the }' FIRE PROTECTION CONSULTANT IS: "FIRE PROTECTION NAME" [# Persons x 0.20 per Person =Width P J ., required E4.3 ELECTRICAL SCHEDULES RAL H R SHAW Mercantile Retail = 765 X .20 = 153 m PROFESSIONAL OF RECORD ADDRESS ,� BUSINESS Plumbing Fixtures. P mini ed Mercantile (Stock) = 11 x .20 = 2.2 ... OCCUPANCY • 14 82 E4 4 NOVAR WIRING DETAILS HONE 3 1' 1100 SIGN SHT. SIGN SHEET` REV. REV. REV. REV. Business (Office) = 9 x 20 - 1.8" 5. All new wood _ DRAWINGS BY OTHERS', . 2/26/05 N0. DATE N0. DATE " (OFFICES) LICENSE NO. AR008701 DWG. NO: DWG. TITLE TOTAL Egress Width REQUIRED = 157.0 EXIT blocking, plywood, FPD1.1 FIRE SPRINKLER. DEMOL111ON PLANS AND DETAILS TA Egress i - 8 0" sheathing, . TOTAL Egr Width PROVIDED - 21 flooring, sheath'n c TITLE: FP1.1 FIRE SPRINKLER' PLAN etc. to be fire �.� � N CODE. DATA, able 1004.2.) Required Provided retardant. No of Exits (T 2 : equ' rovi PROJECT DATA & Use Group M 3 3 RESPONSIBILITY u a q SCHEDULE EXITr. 50 COORDINATION CHECKED BY INITIAL DATE INITIAL DATE 1 DISCIPLINE: ARCHITECTURE XXX XX XX XX AO.1 S1TE REQUIREMENT PLAN GEN ER AL MOTES: 1. ALL SITE LIGHTING & SITE WORK TO BE BY LANDLORD 2. ALL SITE LAYOUTS SHALL ADEQUATELY ACCOMODATE THE TURNING RADIUS FOR A 55=FOOT TRACTOR TRAILER (FROM POINT OF SITE ENTRY, TO TENANT'S LOADING DOCK, AND THRU SITE EXIT). 3. SITE GRADING (BY LANDLORD): MAXIMUM 2% SLOPE THROUGHOUT (EXCEPT AT TRUCK RAMP, IF REQ'D - A 5% MAX. SLOPE IS ALLOWED) 4. SITE LIGHTING (BY LANDLORD): MINIMUM OF TWO FOOT-CANDLES (2-F.C.) THROUGHOUT, OR AS REQUIRED BY JURISDICTION (WHICHEVER IS GREATER) 5. CUSTOMER PARKING (BY LANDLORD): MINIMUM OF FIVE (5) SPACES PER 1000 G.L.F.A., OR AS REQUIRED BY JURISDICTION (WHICHEVER IS GREATER) THIS SITE LAYOUT IS FOR GRAPHIC AND IS NOT TO BE CONSIDERED AN CONFIGURATION. EXIST. FIRE LANE STRIPING EXISTING H.C. PARKING SIGN F-B PORARY SITE SIGNAGE TO BE ATED PER BED BATH & OND C.P.M. PURPOSES ONLY APPROVED SITE (SEE NOTES ON THIS SHEET) EXISTING ASPHALT PARKING TRASHCAN CvICT Cv^n IF, � �'11 � LE, . TRANSFRMR. w ,DJACENT ENANT NEW CART CORRAL (02990) BY BBB. REFER TO SHEET A1.1 FOR ADDITIONAL INFORMATION. EXISTING PLANTERS ENANT'S TRAILER, :ENERAL CONTRACTOR TO :OORDINATE FINAL OCATION WITH BBB CPM SITE LAYOUT PLAN 01 REF.: SOURCE: VER. 1.2003 1 " = 30'-0" C N Lu 0 U 0 -M z Q Q N U 0= W r- 0 Q � ti C v T Mry m o J Ld Z w D >- 3: W v W W 3: ® r M LL li O LL Z U) } 6 <L,-j F-, m Lt < C) 00 r- O 00 0 �jw <O I 00 000D �wz°O, Q ai M 00 Q []f J Z � � OZ a- O O X Q Ww m U LL DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 DRAWN: CHECKED: RDM CWC Professional of record practi ing an individ al. AU 2003 g R. SHAW AL OF RECORD 14-821-1100 2/28/05 AR008701 DRAWING TITLE: SITE LAYOUT PLAN 1-1/2" SCHED. #40 GALV. o �, ; STL. PIPE RAIL & POST W/ NOTE: LANDING & ENAMEL PAINT FINISH (TO TREADS TO HAVE ME 1'- 07 MATCH BUILDING) TYP. NON -SLIP FINISH TYP. n ----------- PRESS -LOCK GALV. STEEL L=� F II GRATING, () GCM-1-100 10877 WATSON ROAD 30"x48" AREA . ; \ I OF RESCUE 1"x3/16" BARS ®4"x7/16" ST. LOUIS, MO 63127 ` `! 1'-0" 11" 7 TREADS � 11" 10'-0" ASSISTANCE SPACING WELDED TO STEEL PROJECT MANAGERS 6" (MIN.) 1 1 2" STRINGERS. (05500) I I I I I I I I 3"x 3"x 1 /4% 4" GALV. L 2"x2" GALV. WELDED WIRE 4 R 4"R STL CLIP ANGLE CONNECT 1 CLIP ANGLE TO MC12 FRAME !' ! MESH SECURED TO RAILING ON ' ALL SIDES AS INDICATED. & MC10 TYP. KNUCKLE OVER ENDS OF ALL r�l HSS4x4x0.1875 CUT OFF FABRIC, TYP. (05500) COLUMNS (10 x 10 x 1/2") BASE PLATE & (4) 3/4" 0 ANCHOR FIN. FL. N_ N BOLTS TYP. 11" 1,1 � 0 4"R TYP T ZMC 12X10.6 C _ I\ -MC 1 OX8.4 MC 1 OX8.4 0 w NOT USED 15 o i o oO 1 1 /2" DIA. HANDRAIL REF.: SOURCE: VER. 1.2003 1 0 N FIN. GRADE 1" GROUT CROWN STL. CLIP ANGLE ATTACH TO--"_ 0- 5" DIA. SCHED. #40 SLAB W/1/2" DIA. EXP. BOLTS o o o GALV.STL. PIPE BOLLARD, '- GROUT TOP 12" PTD. o #4'S TOP & BOTTOM w p COLOR "SAFETY YELLOW" p^ CD a7SAND OR GRAVEL FILL CONC. FOOTING AT BASE OF STAIRS FOR WIDTH OF STAIR PRESS -LOCKED GALV. STEEL �``� C '16" MIN. 10" •1 GRATE TREADS, 1 "x3/16" PAVING OR CONC. SLAB ON GRADE ` TYPICAL ,,,, BARS ® 4"x7/16" SPACING, CONT. 12 GA.x2 1/2"" STEEL I I Fire Copies }, PLATE WELDED TO EACH TREAD W/ STEEL ANGLE NOSING. -uj Final Ins a ' ° 4- GCM-1-100, TYPE � p• � I I W 2" EXTENSION ABOVE TREAD WELDED WIRE MESH, III IIE li�ll� li�lll iil 0 U $�dtP �- I �I I a 4 III-� I I I' I-1 I I I ° / B -STANDARD SERIES) i -- ......� �� ul-lip ° lilil I=1 WELDED TO CONT. II iil-III liF �I I I- I -=I I �I I (05500) i STL. BARS N Ili -lip o-li�l CONC. FOOTING 11ii1-l=li lii-ill 1 0 z U �I III -III 14-I-I ° - �1 IIIIIII-111111IIKII IIIIII 0 f I -I E - r- i i il�Ii III- DEEP HAUNCH -IIIIi ° a II�I11�i ++ a N W i i -In= ° ITI- ®BOLLARD TYP. =III -I =lip 0 Z r- NOTE: GENERAL CONTRACTOR TO CONT. 1 STL. BARS EA. SIDE=lip rt-'-�'-r Ii-Ii�I'--3- ITI-II -I N -II- - 1I; IIP f _ -IIK ^ W (� FIELD VERIFY ACTUAL QUANTITY OF W. W. MESH =1 iuIiITI II I_ C J (4) #6 BARS VERT. W/ ® Lw >- W LL 1 -0 OF RISERS/TREADS. i i � CONC. TRUCK LI PIPE RAIL/POST TYP. ALL 18" DIA. #3 TIES 6 O.C. 1 -6 SQ. ,D z Q Z APRON �i FOUR SIDES `�_____-____� C �I I 0 U W 0 0 Av BOLLARD TYP.LJ REF. 11 /A1.1 Q elf `. BOLLARD TYP. `. m a U U STL. STAIR PLAN & SECTION 13 NOT USED 12 TYPICAL BOLLARD DETAILS 11 REF. 11 /A1.1 REF.: SOURCE: VER. 1.2003 1/2" = 1'-0" REF.: A4.1 SOURCE: VER. 1.2003 NTS REF.: 02/A2.2 SOURCE: VER. 1.2003 1/2" = 1'-0" C46 M 00 >-U WPOCpCO W Li. Q CDCC) CD0>-CD CO 4d of TOOLED EDGE W = Q C° ? `° 00 �Lij LiZ 00 ASPHALT PAVING Q � -1 z - �� ao M � `(0 :D x 6" CONC. SLAB REINF. W/ #4's w 0 � "a 18" O.C. EA. WAY W m U Li 4 c9 __- I ` I. (2) CONT. #4'S DISTRIBUTION: DATE: 8 Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 NOT USED 10 CONCRETE APRON DETAIL 09 NOT USED 03 NOT USED 06 REF.: CIVIL DWGS. SOURCE: VER. 1.2003 NTS REF.: SOURCE: VER. 1.2003 3/4" = 1'-0" REF.: NOT USED SOURCE: VER. 1.2003 1/2" = 1'-0" REF.: CIVIL SOURCE: VER. 1.2003 NTS 4" CONC. W/ 6x6 W1.4x SILKSCREENED TYVEK SHEET F.O. ABUTTING BLDG. PILASTER ALUMINUM RAILING & NOTES: W1.4 WWF REINF. FITTINGS 02990 1. REFER TO DETAIL 02/A7.1 GRAPHIC (FURN. BY BBB) MEDIUM BROOM FINISH OR SECURE TO 3/4" CD-EXT 90.0000° ALTERNATIVE "DETECTABLE / ( FOR LOCATION OF CART CORRAL PLYWD. W1 x2 PR. TR. PLAN VIEW 2. CART CORRAL SUPPLIED & NOT TO SCALE �� WARNING" FINISH PER BATTENS ON REVERSE SIDE, d, E ARCH. PROJECT BBB PROJECT# INSTALLED BY CONTRACTOR 0 LOCAL JURISDICTION ON TYP. FOR 2 SIDES \ 903282 BBBXXX ALL RAMP SURFACES �,' rR� : CHECKED: ALUMINUM RAILING & FITTINGS CWC p5 (02990) F.O. BLDG. CONC. E.J. ® RAMP Al.l SCp PERIMETER W/ #3x 12" i MID oAi� H o i i SIGN ). i0 �� I I I I L Professional oof Inedcordd practi ng as 4" 2'-2" CLEAR �O F DOWELS 16 O.C. EMBED I I I I j� BACK OF SIDE INTO RAMP CONC. TYP. PLYWOOD ------------ PREVAILING o� 1'-0" in 1�� 8' 0 I �� - T.O. EXIST. CONC. �I ,Q� CD 4%4" PR. TR. WD. WIND �� I Idd LUSH � POSTS W/ 2x4 PR. TR �RA H R. SHAW WD. BRACES STAKED �( 45° Cn CORE DRILL CONC. & GROUT NON -SHRINK EXIST. CONC. SLAB TO BE W 7 Up FIN. GR. PROFESSIONAL OF RECORD ,ro I I TIE, I 11- I: ~ V PHONE: 314-821-1100 4„ LICENSE NO. AR008701 =u 2/28/05 ASPH. PAVING OR FLARED �� : TEMPORARY CONSTRUCTION SIGN COMPACTED CRUSHED STONE DRAWING TITLE: CONC. TO MATCH CURB SAWCUT AND NE PROFILE AS SPEC'D (10300) (NO CONC. FTG.) SITE GROUT TYP. POURED CONC. PADS DETAILS CART CORRAL DETAIL 05 CART CORRAL PLAN 03 CURB RAMP DETAIL 02 TEMPORARY SIGNAGE 01 REF.: A2.1 SOURCE: VER. 1.2003 1" = 1'-01, REF.: 02/A2.1 SOURCE: VER. 1.2003 1/2" = V-0" REF.: CIVIL SOURCE: VER. 1.2003 N.T.S. REF.: SOURCE: VER. 1.2003 1/4" = 1'-0" Ai.1 4' 0" 4' 0" 4'- 0" 12'-0" 2'-4 3/8" 10T-5 3/4' a "CONTR=ACTOR'S VERIFICATION OF EXISTING CONDITIONS" I VERIFIED EXISTING CONDITIONS AND (CONTRACTOR'S SUPERINTENDENT) ALL ARCHITECT -REQUESTED OVERALL AND INTERMEDIATE DIMENSIONS ON THIS DRAWING, ON __ FOLLOWING PARTIAL OR COMPLETED DEMOLITION WORK, AND SENT (DATE) A COPY OF THIS ANNOTATED DRAWING TO THE ARCHITECT'S OFFICE ON ------- ALL DIMENSIONS PROVIDED (DATE) ARE BELIEVED TO BE TRUE AND ACCURATE. REFER TO PROJECT MANUAL SECTION 02060 RESURVEY CERTIFICATION 17 REF.: SOURCE: VER. 1.2003 N.T.S. E " W-1 l IL 0; PHASE 1 �1 FURRING AND GYP. BD. ON PRECAST CONC. WALL TO BE REMOVED IN ITS ENTIRETY. ❑2 EXISTING GLASS STOREFRONT ENTRANCE DOORS AND SUPPORT FRAMING TO BE REMOVED IN THEIR ENTIRETY. OVERHEAD COILING SECURITY GRILLE TO REMAIN. EXIST. FREE-STANDING STEEL TUBE ARCHES AND FOUNDATION TO BE REMOVED IN THEIR ENTIRETY. INSTALL NEW CONCRETE SIDEWALK AT EXCAVATED AREAS, COORDINATE WITH HANDICAP RAMP. ® EXISTING E.I.F.S. AND PLYWOOD SHEATHING TO BE REMOVED AT ENTRANCE CANOPY, SEE 02/A4.1 FOR EXTENT OF DEMOLITION. ® EXISITNG CONCRETE BOLLARDS TO BE REMOVED IN THEIR ENTIRETY. PHASE I © REMOVE INTERIOR GYP. BD. & MET. STUD WALLS AS INDICATED. ❑7 EXISTING PRECAST TILT -UP PANEL TO REMAIN. EXISTING CONCRETE SLAB TO BE REMOVED AS REQUIRED FOR INSTALLATION OF PLUMBING LINES FOR NEW MOP SINK, SEE PLUMBING DWG. F EXIST. PRECAST CONC. TILT UP PANEL TO BE REMOVED IN ITS ENTIRETY, REFER TO STRUCTURAL DRWGS. FOR ADDITIONAL INFORMATION. PHASE I 10 REMOVE INTERIOR DOOR AND FRAME COMPLETE. 11 EXISTING EXTERIOR METAL DOOR AND FRAME TO REMAIN, COORDINATE WITH NEW DOOR HARDWARE PHASE I 12 REMOVE ALL EXISTING FLOORING & ADHESIVE WITHIN LEASE SPACE & PREPARE FLOOR FOR NEW FLOOR FINISHES. 13 GENERAL CONTRACTOR TO SPLIT THE EXISTING FIRE PROTECTION SYSTEM TO PROVIDE SEPARATE SYSTEM FOR BED BATH & BEYOND SPACE AND ADJACENT TENANT SPACE. PHASE I 14 REMOVE REMAINING PORTIONS OF OVERHEAD SUSPENDED CEILING SYSTEM IN IT'S ENTIRETY. 15 G.C. TO CONTACT BBB PRIOR TO REMOVING ANY MATERIALS WHICH MAY CONTAIN HAZARDOUS MATERIALS OF ANY KIND. LANDLORD TO COORDINATE THE REMOVAL OF SUCH MATERIALS. 16 REMOVE A PORTION OF EXISTING ROOF & DECK AS REQUIRED TO PROVIDE OPENING FOR NEW ROOF MOUNTED EQUIPMENT, SEE MECH. DWGS. FOR LOCATIONS OF NEW ROOF TOP EQUIPMENT. PHASE I 17 EXISTING INTERIOR BUILDING COLUMNS TO REMAIN. REMOVE ALL EXISTING FURRING OR ELECTRICAL ITEMS AS REQUIRED TO PREPARE INTERIOR COLUMNS TO RECEIVE NEW FURRING OR FINISH. 18 EXISTING SECTION OF CONCRETE APRON TO BE REMOVED. 19 LEASE LINE. 20 EXIST. ROOF TOP UNITS TO BE REMOVED. OPENINGS NOT BEING REUSED TO RECEIVE ROOF AREA INFILL, SEE MECH. DWG. AND ROOF PLAN (SHT A2.5) FOR ADDITIONAL DEMO. WORK TO THE ROOF (TYP.). 21 REMOVE AND PROPERLY DISPOSE OF EXISTING DIFFUSERS, POWER, DUCTWORK, CONTROLS AND ASSOCIATED ACCESSORIES. REPAIR & INFILL ROOF DECK AT ALL ROOF PENETRATIONS TO RECEIVE NEW ROOFING PATCH & REPAIR. 22 EXISTING 6" CURB TO REMAIN. 23 EXISTING BOLLARDS TO REMAIN, PAINT "SAFETY YELLOW". 24 REMOVE EXISTING CONCRETE SIDEWALK AS REQUIRED FOR NEW HANDICAPPED RAMP. REF. 02/A1.1 AND 01/A7.1 FOR DIMENSIONS. 25 EXIST. OVERHEAD DOCK DOOR AND TRACK, DOCK LEVELER, DOCK BUMPER, CANOPY, AND WEATHERSHIELD TO BE REMOVED IN THEIR ENTIRETY. 26 EXIST. TRASH COMPACTOR AND CHUTE TO BE REMOVED. 27 REMOVE ALL EXISTING VENTS, EXHAUST FANS, SATELITE DISH, ETC. ABOVE NEW LEASE AREA. REPAIR ROOF SYSTEM AT THESE LOCATIONS. PHASE I 28 REMOVE EXISTING LIGHT FIXTURES AND ELEC. RECEPTACLES BACK TO POINT OF ORIGIN, SEE ELEC. DRWGS FOR ADDITIONAL INFORMATION. 29 EXISTING DOWNSPOUTS AND GUTTER TO REMAIN. PHASE I 30 EXISTING WINDOW GLAZING & FRAME TO BE REMOVED IN ITS ENTIRETY. PHASE I 31 EXISTING PLUMBING FIXTURE AND PIPING TO BE REMOVED IN THEIR ENTIRETY. 32 EXISTING ROOF SYSTEM TO REMAIN THIS AREA. 33 EXISTING SPRINKLER RISER TO REMAIN, COORDINATE WITH FP DWGS. PHASE I 34 EXISTING CUSTOMER SERVICE CANOPY, CASEWORK, AND RELATED ITEMS TO BE REMOVED IN THEIR ENTIRETY, PATCH AND REPAIR CONC. SLAB AS REQUIRED. 35 EXISTING SECTION OF CONCRETE SLAB AND BASE TO BE REMOVED FOR INSTALLATION OF NEW REINFORCED COLUMN FOOTING, SEE STRUCT. DRWGS. 36 EXIST. TRANSFORMER TO REMAIN 37 EXIST. SWITCHGEAR & ELEC. PANELS TO REMAIN 38 EXISTING STEEL LADDER, CAGE, AND ROOF HATCH TO BE REMOVED IN THEIR ENTIRETY. AREA TO RECEIVE NEW ROOF INFILL. STL. LADDER & CAGE TO BE RELOCATED WITH IN TENANT SPACE, SEE SHEET A2.2 FOR NEW LOCATION. PHASE I 39 EXIST. CASEWORK, CABINETS, AND COUNTERTOPS TO BE REMOVED IN THEIR ENTIRETY. 40 EXISTING PLUMBING FIXTURES AND VANITIES TO REMAIN 41 EXISTING METAL STUD AND GYP. BD. PARTITION TO REMAIN. 42 EXISTING DOOR AND FRAME TO REMAIN. 43 EXISITNG INTERIOR WALL, FLOOR, AND CEILING FINISHES TO REMAIN. 44 SEE FP SHEETS FOR ADDITIONAL SPRINKLER DEMOLITION INFORMATION. 45 EXISTING TOILET PARTITION AND TOILET ROOM ACCESSORIES TO REMAIN. 46 EXISTING CONCRETE STAIR AND HANDRAIL TO REMAIN. 47 EXIST. GAS METER (BY LANDLORD) TO REMAIN. 48 REMOVE EXIST. COMPACTOR DOOR & FRAME IN THEIR ENTIRETY. 49 ADJACENT TENANT SPACE (N.I.C.) 50 EXIST. ELECTRICAL METER (BY LANDLORD) TO REMAIN. 51 REMOVE A PORTION OF EXISTING ROOF & DECK AS REQUIRED TO PROVIDE OPENING FOR NEW ROOF HATCH. 52 SECTION OF EXISTING GUTTER AND DOWNSPOUT TO BE REMOVED. 53 EXISTING ACOUSTICAL CEILING TILE AND SUSPENSION GRID TO REMAIN THIS AREA. PHASE I 54 EXISTING VINYL COMPOSITE TILE FLOORING AND ADHESIVE AND VINYL BASE TO BE REMOVED THIS AREA. 55 EXISTING SECTION OF ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION OF A NEW SECTION OF CONCRETE TRUCK APRON AND A NEW CONCRETE STAIR. 56 EXISTING DEMISING WALL TO REMAIN. 57 EXISITNG E.I.F.S., PLYWOOD SHEATHING, AND METAL STUDS TO BE REMOVED AT THE ARCHED STOREFRONT LOCATION ONLY TO CREATE A SQUARED OPENING FOR NEW STOREFRONT SYSTEM, COORDINATE WITH ELEVATIONS. 58 EXISTING WATER HEATER TO BE REMOVED IN ITS ENTIRETY. 1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING BUILDING AND ARE 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 BIDDING THE WORK. 2. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR MUST FIELD VERIFY ALL EXISTING MECHANICAL, PLUMBING AND ELECTRICAL WORK LOCATED IN THE TENANT SPACE WHICH AFFECTS THE ADJACENT TENANT SPACES. THE LANDLORD AND THE ADJACENT TENANTS MUST BE NOTIFIED PRIOR TO SHUTDOWN OF ANY SHARED MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 3. WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED ARE SHOWN DASHED. SERVICES WITHIN WALLS AND PARTITIONS SHALL ALSO BE REMOVED. EDGES OF WALLS SHOWN TO REMAIN SHALL BE SAWCUT OR CLEANLY TOOTHED TO ACCEPT NEW CONSTRUCTION. REPAIR AND PATCH EXISTING WALLS SHOWN TO REMAIN WHERE INTERSECTING WALLS, DOORS, FRAMES, ETC. ARE SHOWN TO BE REMOVED AND WHERE EXISTING CONSTRUCTION WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. 4. EXISTING CONSTRUCTION SHOWN TO REMAIN INCLUDING BUT NOT LIMITED TO WALLS, PARTITIONS, DOORS, FRAMES, ETC. SHALL BE PROTECTED DURING DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE RESTORED TO MATCH PRE -DAMAGED CONDITION. 5. PROTECT FROM DAMAGE ALL EXISTING FINISH WORK TO REMAIN IN PLACE AND WHICH BECOMES EXPOSED DURING DEMOLITION OPERATIONS. 6. PROVIDE ALL NECESSARY SHORING, BRACING, AND SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED, AND ADJACENT STRUCTURE OR ELEMENT SHOWN TO REMAIN. SHORING AND BRACING SHALL BE DESIGNED BY CONTRACTOR'S PROFESSIONAL ENGINEER LICENSED IN THE APPLICABLE JURISDICTION. 7. PROVIDE TEMPORARY WEATHER PROTECTION AND SECURITY DEVICES DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR TO INTERIOR AREAS OF EXISTING BUILDING. 8. EXISTING CONCRETE FLOOR SLABS, MASONRY WALLS AND EXISTING STRUCTURAL FRAMING SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY SAWCUT FROM EXISTING CONSTRUCTION. COMPLETELY REMOVE FOOTINGS, FOUNDATIONS AND ABOVEGROUND AND UNDERGROUND CONSTRUCTION. 9. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH. REPAIR AND PATCH ALL REMAINING SUBSTRATES THAT WERE ORIGINALLY CONCEALED BY EXISTING FINISHES, BUT WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. 10. SALVAGE MATERIAL AS REQUIRED FOR PATCHING AND INFILL (SEE DRAWINGS FOR NEW WORK). SALVAGE MATERIAL SHALL BE CLEANED AND STORED IN AREAS AWAY FROM THE DEMOLITION OR UNTIL NEEDED. 11. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITIONS IN MATERIALS, CONSTRUCTION AND FINISH, UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS, 12. REMOVE ALL EXISTING OBSOLETE MISCELLANEOUS NON-LOADBEARING ITEMS IN THEIR ENTIRETY THROUGHOUT TENANT SPACE ABOVE AND BELOW EXISTING CEILINGS, INCLUDING (BUT NOT LIMITED TO) PLASTER AND DRYWALL PARTITIONS, DOORS, FRAMES, SOFFITS, STUDS, FURRING, INSULATION, CEILING SUSPENSION SYSTEMS, ETC. PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN, REPAIR AND PATCH ALL SURFACES TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. 13. REMOVE ALL EXISTING OBSOLETE PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT IN THEIR ENTIRETY THROUGHOUT TENANT SPACE PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. 14. REMOVE ALL EXISTING OBSOLETE ROOF MOUNTED MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT AND DEVICES IN THEIR ENTIRETY FROM THE ROOF OF THE TENANT SPACE PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN. REPAIR AND PATCH ALL SURFACES TO REMAIN WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. 15. COORDINATE WITH BBB CPM ANY AND ALL EXISTING ITEMS TO BE RE -USED. 16. REMOVE EXISTING JOINT FILLER AS NOTED IN SECTION 09810. 17. EXISTING FLOOR TO BE CLEANED, SMOOTH, FLAT & PREPARED TO ACCEPT FLOOR FINISHES AS NOTED IN SECTION 03710. VISUAL INSPECTION OF THE SLAB IS TO BE PERFORMED BY THE BBB CPM PRIOR TO PUTTING DOWN ANY FLOOR FINISHES. BBB CPM TO BE NOTIFIED 4 WEEKS IN ADVANCE PRIOR TO INSTALLING FLOOR FINISHES TO DETERMINE IF THERE WILL BE A NEED FOR A CHANGE IN FLOOR FINISHES. 18. COLOR OF PATCHING FOR CONCRETE SURFACES TO BE GRAY IN COLOR TO MATCH ADJACENT EXISTING SURFACE AS NOTED IN SECTION 03710. 19. GC TO FIELD MEASURE THE INSIDE PREMISES AFTER DEMOLITION HAS OCCURRED AND THE DEMISING WALLS ARE INSTALLED. INFORMATION! IS TO BE FORWARDED TO BBB APM & BBB CPM WHEN COMPLETED, 20. GC TO PERFORM MOISTURE TESTING ON THE EXISTING SLAB AFTER ALL OF THE EXISTING FLOOR FINISHES & MASTIC ARE REMOVED DOWN TO THE BARE CONCRETE SURFACE. TEST TO BE PERFORMED IN ACCORDANCE WITH ASTM F-1869. PERFORM THREE (3) TEST LOCATIONS FOR AREAS UP TO 1,000 SF & AN ADITIONAL TEST FOR EACH 1,000 SF. TEST TO BE PLACED NO CLOSER THAN FIVE (5) FT. FROM THE NEAREST WALL. TEST TO BE IN PLACE FOR 60-72 HOURS. TESTING TO BE DONE BY A CERTIFIED TESTING AGENCY. TEST RESULTS TO BE FORWARDED TO BBB APM & BBB CPM. 21. DO NOT CHIP OR CRACK THE EXISTING CONCRETE DURING REMOVA OF EXISTING FLOOR FINISHES. C 0) +j Lu 4- J 0 0 L z 0 O o Q LL v 0 N � ti OJ W N 0_ C: 0 J 0 w i- LU LL � z w 0 0 O�rnn r Q m n 0 T- Cn C46 Co Z: Co OU>0000 0 }' - Q CD00 mo>_oo00 s ��wz:(00 �- w z °O.-. Qm �00 J mOOCD DD� nOco�Q LLj W M 0I LL_ UTION: DATE: type Ver. 1.20 33 F 02/15/03 PERMIT 08/11/03 BID 08/11 /03 DEMO. PERMIT 7/25/03 MCIAR�IFICATIONS 7/30/03 ARCH. PROJECT # BBB PROJECT # 903282 BBBXXX DRAWN: CHECKED: CDN JWR Professional of record practicing as an individual. AUG I R ?314-18121-1100 W P ESSIOD P ONE: 2/28/05 AR008701 DRAWING TITLE: A4.1 SEE SHT. A4.1 FOR DEMO ELEVATION PHASE I - IDENTIFIES ITEMS TO BE DEMOLISHED, PER APPLICABLE DEMOLITION PERMIT, PRIOR TO ISSUANCE OF BUILDING PERMIT. ALL REMAINING ITEMS TO BE DEMOLISHED AFTER ISSUANCE OF BUILDING PERMIT (PER LEASE AGREEMENT). DEMOLITION PLAN REF.: SOURCE: VER. 1.2003 02 1/16 = V-0" DEMOLITION NOTES 00 REF.: SOURCE: VER. 1.2003 N.T.S. DEMOLITION PLAN Al .2 NEW COL LINE LEASE LINE I 39' I EXIST. DOCK I DOCK ADDITION �y o 182 7;777// DOCK e LEVE 0 �ECEIVING NEW COL. LINE O AREA , 104 D---- QA NEW COL. LINE a CK AREA- "A" COLUMNS NOT COVERED BY 103 DRAPES SLATWALL TO BE PAINTED TO MATCH WALLS o IloI RECIEVING/RTV TERMINAL o AREA II -o (-1 '-7 TOSS 6 y 8 135'-4 1/Y'(LEASE DIMENSION) 30'-0 30'-6' I 36'-11 3/9' 8 3/4" �2'-4 3/8" 107'-5 3/4° I LEASE LINE I I 0 I I � I I O O O O I I o o a 0 R LOCATI I - - COVER ETS L J pg / 0» UVET QUILTS F; EXTERIOR FACE OF EXIST. CONC. PANEL 0 Is REMOTE .SERVICE DESK C(�FtRID' R FURNISHED AND INSTALLED BY 114 CONTRACTOR (TYP.), REF: 8.5 B N JANITOR ---- I �° DINNERWARE FRAMES CLOSET COLUMNS NOT COVERED BY I Ell_EEEI i e PRINTS 13 SLATWALL TO BE PAINTED TO MATCH WALLS -SOLIDS - _ -ELI p l o � MEN REMOTE SERVICE DESK I N OME DE R I FLANNEL FURNISHED AND INSTALLED BY _ _ _ CONTRACTOR (TYP.), REF: 8.5 SOFT KITCHEN I BLANKETS -fit o -� _ _ - ``i - C I �ir O i o PADS _ N [E] O C4ANING IH® WOMEN PATH OF EGRESS TRAVEL z 0 (np) ---- o --- 107 0 Z w CLOSET _ I�._0,. I PILLOWS N I KIDDY - mCD Uj EHI I o N 6'-9 18'0 21'-10 1/2" DEMISING WALL. REFER TO _ CORRIDOR A2.2 FOR ADDITIONAL o r _ __ __ _ INFORMATION. I ---- - T _ __ I __re LIGHTING ELECTRICS HARDWARE PROMO El _ _ _ D REMOTE SERVICE DESK _ FURNISHED AND INSTALLED BY Ln FURNITURE ci I CONTRACTOR (TYP.), REF: 8.5 - r pL �— o -6" `-- - - - - I � _ =0» RUGS REMOTE SERVICE DESK I SHOWER _ I I I I I TYPICAL BANNER CONDUIT FURNISHED AND INSTALLED BY COOKWARE I o) -- � (LENGTH MAY VARY BASED CONTRACTOR (TYP.), REF: 8.5 -- - _ -r- -- ICJ -I I cNv ON AISLE WIDTH) 0 CD I KITCHENBASICSrNl _ '_6 - 0 1 ___ _ — — `— — — M 0j 0 o CCESSORIES - --- - BRIDAL N - 0 1 - - - - TOWEL'-0 3/8 11 REGISTRY SEASONAL o 112 / v � I 3'-10 1 2" -r-,- T - - - - - - E o I LZJ SEAS SWING - 10 1- _6» I. o f I I t = o SCENT SALES : a � T/BEADED pp ER& COONN UIT U HANGER & INSTALLED WITH BREAK IDSARFA ROOM. 7'-0" I7'-0"26 00 I - I ALL BANNER CONDUIT SHALL BE PTD. WHITE & MTG. r - ABV. LIGHT FIXTURE HOUSING, TYP. AISLE CONDUIT TO BE 204 1° _ / 1 1 ! ❑ O INSTALLED 3'-0' PAST FLOORING TRANSITION LINE & T-O' ° ° F 7'-D / 6' 8" 8'-0' -0' PAST CENTERLINE OF AISLE. SEE ARCH. DWG$. REF: ------ I i 0 14/E3.4 MNGR. - STORE i i II I �' 202 I __ I II MNGR. 14-7 /8 � I ---- � I - . NEW COL. JNEASST. 201 -01.1 u 1-3" , FRA ED ARTY 4'-0 1/2" F "T-\T- --T— PAYPHLREGISTE CAS{ ♦ - R BAYS - - - - _ (f- _ � NEW COL. LINE I ^, � I FURNISHED & -1 F. E e �, 0 1,1�e ! INSTALLED BY m N -_------_----° �e' _ ---- _ --- - - CONTRACTOR, REF: 8.4 - _ -� �./ ----------- -- - - _ - - - - - CUSiOMER SERVICE I I I PRECAST CONC. DESK FURNISHED & TRASHCAN 02990 . H INSTALLED BY GENERAL VESTIBUL BANNER CONDUIT CENTERED 1 CONTRACTOR, REF: OFFICE AND EXTENDED TO END OF CART CORRAL, REF; 8.3 LEASE I I 101 I CUSTOMER SERVICE DESK I 03/A1.1 LEASE EXTERIOR LINE 205 I I 126'-6 1/2" (INTERIOR DIMENSION) LINE FACE OF 127'-1 3/4' (LEASE DIMENSION) PANEL NEW COL. LINE NEW COL LINE PLAN NORTH e -F� W 0 w Z O o L) Q of U1 U N Lu _ Q N m v Ld>-w� z� �: x wLJJ ® O 0 0 Z m fQ�� V r U) } V O � � Ln Q � Ld mo>- cKD oo� L�J 1-- Q w z (0�. m co m 0 -:10 00 2 CD 0o °��'-a W m U L� 1. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES USING THE "CONSTRUCTION REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR -PROVIDED DETAILS AS REQUIRED. 2. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE DIVISION OF RESPONSIBILITIES BETWEEN BBB, VENDORS AND CONTRACTOR(S). A. BANNERS B. CUSTOMER SERVICE DESK C. REMOTE SERVICE DESKS 3. ALL DIMENSIONS SHOWN ARE TO FACE OF PARTITION FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: RDM CWC Professional of record practicing a an individual. 9 R PH R. SHAW PRO ESSIONAL OF RECORD PHONE: 314-821-1100 2/28/05 LICENSE N0. AR008701 DRAWING TALE: STORE FIXTURE PLAN & NOTES STORE FIXTURE PLAN 02 STORE FIXTURE PLAN NOTES 01 REF.: SOURCE: VER. 1.2003 1/16 = V-0" REF.: 02/A2.1 SOURCE: VER. 1.2003 N.T.S. . 1 DOCK LEVELER. REFER TO SHTS. A5.3, A7.1 AND STRUCTURAL DWGS. FOR ADDITIONAL INFORMATION. VERIFY ALL DIMENSIONS OF DOCK LEVELER W/ MANUFACTURER. NEW COL. LINE NEW COL. LINE PROVIDE 5/8" FR. TR. PLYWOOD - TO 4'-0" A.F.F. OVER GYP. BD. IN RECEIVING & STOCK AREAS ON ALL GYP. BD. PARTITION/WALLS EXIST. STL. LADDER & CAGE — RELOCATED & NEW ROOF HATCH ABOVE, MODIFY STL. LADDER AS REQUIRED FOR INSTALLATION AT NEW LOCATION NORTH BUILDING 16 ELEVATION A4.1 NEW COL LINE NEW COL. LINE NEW COL LINE _ 1 BUILDING ELEVATION EXTERIOR FACE OF EXIST. CONC. PANEL CART CORRAL. REF: 3 & 5/A1.1 & SHT. A7.1 FOR ADDITIONAL INFORMATION. 16 EAST BUILDING 4 .1 ELEVATION NEW COL. LINE 0 I - m rb.6--,001,1011 m EXTERIOR SIDE GENERAL NOTES: 1 1. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED 01 EXIST. 7-1/4" CONCRETE OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE PANEL WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF P1 2 EXIST. 1 HR. DEMISING WALL SIGNIFICANT DISCREPANCIES USING THE "CONSTRUCTION - - - - - - - REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR -PRODUCED DETAILS AS REQUIRED. 3 INTERIOR SIDE 4 ® 7/8"x20 GA. METAL FURRING CHANNELS ® 16" O.C. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. EXTERIOR SIDE QQ 5/8" GYP. BD. ON 3 5/8" THE CONTRACTOR MUST COORDINATE DATUM -BASED I METAL STUDS ® 16" O.C. AT ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC TYPE Pia ONLY ELEVATIONS SHOWN ON DRAWINGS (IF ANY). P2 1- 3. PARTITION DIMENSIONS SHOWN ARE TO FACE OF PARTITION 1 ® 5/8" GYP. BD. TO 4" ABOVE FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. INTERIOR SIDE ADECK WHERE NO CEILING OR TO BOTTOM OF ROOF 4. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OCCURS OF THE DIVISION OF RESPONSIBILITIES BETWEEN BBB VENDORS AND CONTRACTOR. 1 EXTERIOR SIDE ®SLW-1 W/ ALUMINUM 5. BUILDING SHALL BE FULLY PROTECTED WITH AUTOMATIC 11 INSERTS TO 14'-0" A.F.F. SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 231 C. (SCREWED & GLUED TO PROVIDE FIRE EXTINGUISHERS PER JURISDICTION REQUIREMENTS. P3 SUBSTRATE) REF. 04/A8.1 6. COORDINATE ALL METER LOCATIONS WITH PLMB. AND P3Q ® 5/8" FR. TR. PLYWD. ELEC. DRAWINGS. 7 SUBSTRATE 3 4 7. COORDINATE TRANSFORMER PAD LOCATION WITH 9 ® 5/8" GYP. BD. TO ELEC. DRAWINGS. INTERIOR UNDERSIDE OF ROOF DECK 8. NEW SIDEWALK FINISH TO MATCH ADJACENT EXISTING O CONT. BOTTOM TRACK SIDEWALK FINISH. PARTITION Pia IS AN SECURED TO CONC, WITH EXISTING WALL OF SIMILAR POWDER ACTUATED 9. COORDINATE LOCATION AND TYPE OF PARKING LOT CONSTRUCTION AS P3 FASTENERS 16" O.C. CART CORRAL WITH BBB CONSTR. PROJ. MGR.. ®�© © CONTINUOUS ROOF DEFLECTION TRACK SECURED FP 4]­_ TO BOTTOM OF ROOF DECK 6--, REF. 19/A8.1 E4a PARTITION P4a IS AN Q7 METAL STUDS 16" O.C. TO EXISTING WALL OF SIMILAR STRUCTURE ABOVE. REFER TO LARGE SCALE PLANS & CONSTRUCTION AS R SECTIONS FOR FRAMING SIZE AT & GAUGE �® 4 SLBATWALL ® 3-1/2" SOUND ATTENUATION BATT INSULATION P5 P5a "�4 DELETE ®ONE SIDE OF P5a P4 �� Efl- P6a 7 9 PARTITION P6a IS AN EXISTING WALL OF SIMILAR CONSTRUCTION AS El nn PARTITION E IS AN EXISTING WALL OF SIMILAR CONSTRUCTION AS P7 /_Ikn/__\ im GYP. BD. TO 6" BELOW ROOF DECK (CASH OFFICE SIDE) P9 ' 7 8 5/8" MOISTURE RESISTANT GYP. BD. PER FINISH SCHEDULE 10 SECURITY WIRE MESH (05500) TO 12'-0" A.F.F. ON BED BATH & BEYOND SIDE FLOOR PLAN KEYED ❑ NOTES 0 INFILL EXISTING OPENING WITH METAL STUDS AND GYP. BD. TO MATCH EXISTING ADJACENT WALL CONSTRUCTION. IN CASE OF SHARED DEMISING WALLS: 0 NEW CONCRETE FILLED STEEL PIPE BOLLARDS, COORDINATE LOCATIONS WITH EQUIPMENT. SEE DETAIL 11/A1.1. I ®0© n®n ❑3 NEW EXTERIOR STAIR REFER TO 13/A1.1 & 02/A7.1 P10 P11 4� `�� ® 30"x48" STRIPED LOCATION FOR AREA OF RESCUE ASSISTANCE. $ ] 10 8 7 1oi ❑ NEW SECTION OF CONCRETE TRUCK APRON, SLOPED FOR POSITIVE DRAINAGE. 1 LAYER OF 5/8" GYP. BD. (EA. 1 LAYER OF 5/8" GYP. BD. (E SIDE) TO UNDERSIDE OF ROOF DECK. SIDE) TO UNDERSIDE OF ROOF © CONCRETE FINISH TO MATCH EXIST. NEW CONCRETE INFILL, DECK. ADJACENT CONCRETE FINISH. EXISTING NEW n NEW DOWNSPOUT TO MATCH EXISTING DOWNSPOUT IN SIZE, 1 HR. RATED DEMISING WALL 1 HR. RATED DEMISING WAL CONFIGURATION AND COLOR. CONTRACTOR TO FIELD VERIFY EXISTING CONDITION. FLOOR PLAN 02 PARTITION TYPES 01 REF.: SOURCE: VER. 1.2003 1/16 = V-0" REF.: SOURCE: VER. 1.2003 N.T.S. C N • LL! O U � 0 z 0 U < 0� +w m a U N w r Q i® ti O LLJ M pL i- W LL � z w 0 o Q r Z mrU) 6 owL,1r00Doo �.� W LL—i mo>_o�� Q Q OOC) dwLjZ�� =<M 00 I-Q- < Qf mn000� _ CD Co x Q �o °��'a W m U LL. DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: RDM CWC Professional of record practici as an individual RA R. SHAW ROFESSIONAL OF RECORD PHONE: 314-821-1100 2/28/05 LICENSE NO. AR008701 DRAWING TITLE: FLOOR PLAN & PARTITION TYPES Az. z. FLOOR LINE FLOOR LINE 1 /4"THICK ARDEX OF VINYL VSF-1 OF ARDEX SD—T SD—T NOTE: ARDEX SD—T TO CONTINUE 12" INTO VINYL AREA, & SLOPED DOWN. VINYL FLOORING SUBCONTRACTOR TO FINISH THE SD—T SMOOTH WITH ARDEX SD—F. USE TRANSITION TRACK #980 AS A POUR STOP BETWEEN ARDEX & VINYL AND USE 1 4"THICK TRANSITION STRIP #365 ARDEX VINYL STRIP SD—T ARDEX DETAILS REF.: T1 BURKE MERCER #800 (CARPET TO CONCRETE) 20 SOURCE: VER. 1.2003 12" = 1'4' T2 BURKE MERCER #710 (VCT/VSF TO CARPET) OR (VSF TO MAT-1) T3 BURKE MERCER #633R (VCT/VSF TO CONCRETE) T4 BURKE MERCER #365 & #970 (VSF TO CT) CONCRETE SLAB 7 VINYL STRIP � TRANSITION STRIP FLOORING 7 a a as a aa. a a SILICONE a a o a CAULK a a a a. a' a Qa 4 d. Q Q 0 EXPANSION JOINT N OTE: CUT EXISTING EXPANSION JOINT DOWN TO ALLOW FOR TRANSITION STRIP TO BE PLACED WITHIN THE JOINT. FILL AROUND THE TRANSITION STRIP w/ SILICONE CAULKING TO HOLD IN PLACE. VINYL STRIP FLOORING TO BE PLACED UNDER THE FLANGES OF TRANSITION STRIP. T5 JOHNSONITE # EJS130 (VSF TO VSF) ! FLL0!2/A2.3 FINISH PLAN NOTES 05 REFSOURCE: VER. 1.2002 N.T.S. NEW COL. LINE NEW COL. LINE COLUMNS NOT COVERED BY SLATWALL TO BE PAINTED TO MATCH WALLS PTD-1 COLUMNS NOT COVERED BY SLATWALL TO BE PAINTED TO MATCH WALLS PTD-1 (HOLD) I I I I I I I I L I STARTING POINT OF FLOOR FINISH LAYOUT DIMENSIONS FROM CLEAR/FINISHED INSIDE FACE OF WALL. STARTING POINT OF FLOOR FINISH LAYOUT DIMENSIONS FROM CLEAR/FINISHED INSIDE FACE OF WALL NEW COL LINE 4.7 5 I I I I o I I 6 I I I 0 NEW COL. LINE NEW COL LINE STARTING OINT OF FLOOR FINISH LA UT DIMENSIONS FROM CL R/FINISHED INSIDE FADE OF WALL. I FINISH LAYOUT DIMENS FROM CLEAR/FINISHED INSIDE FACE OF WALL. N OTE: G.C. TO PROVIDE ALERNATE BID FOR ARDEX FLOOR LEVELING PER MANUFACTURER'S RECCOMENDATIONS AT ALL AREAS NOTED AS "CC-1". (CC-2 IN STOCK AREAS TO BE EXCLUDED FROM BID) G.C. TO PROVIDE BBB CPM WITH MOISTURE TESTS OF SLAB BEFORE VSF IS INSTALLED. 8 I I I I I 0 0 0 r--1 I —�LL�C. 105 _ CORRIDOR 114 CORRIDOR 113 -STARTING POINT OF FLOOR FINISH LAYOUT DIMENSIONS FROM CLEAR/FINISHED INSIDE FACE OF WALL. F - -- t F , NEW COL LINE @G Iillf��� FLOOR FINISH PLAN 02 REF.: _ SOURCE: VER. 1.2003 1/16 = V-0" 1. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES USING THE "CONSTRUCTION REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR DETAILS AS REQUIRED. 2. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF THE DIVISION OF RESPONSIBILITIES BETWEEN BBB, VENDORS AND CONTRACTOR(S). 3. COLUMNS NOT COVERED BY SLATWALL TO BE PAINTED TO MATCH ADJACENT WALLS. 4. ALL DIMENSIONS SHOWN ARE TO FACE OF PARTITION FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. 5. PROVIDE 1"xl" ALUMINUM ANGLE CORNER MOULD AT ALL EXPOSED EDGES OF SLATWALL. 6. DIMENSIONS INDICATE EDGES OF FLOORING MATERIALS (i.e. VSF) NOT EDGE OF TRANSITION STRIPS. 7. ONCE THE CONCRETE FLOOR SLAB IS POURED, IT MUST BE KEPT CLEAN, FREE OF DUST, DIRT, PAINTS, STAINS AND TIRE MARKS, UP UNTIL PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH TREATMENT. ALL LIFTS TO BE DIAPERED (TO PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR) AND USE NON —MARKING TIRES. MARK ITEM DESCRIPTION MANUFACTURERZ PRODUCT SECTION REF. CC-1 CONCRETE TREATMENT NEW SLABS: ASHFORD FORMULA EXISTING SLABS: RETRO—PLATE LEVEL 3 (09810) CC-2 CONCRETE SEALER ANTI 9B) DRO 3—WAY SEALER WB (09810) CG-1 WALL CORNER GUARD BOSTON RETAIL PRODUCTS MODEL RVCG-1-129, COLOR #129 COOL GREY 10300 ( ) CPT-1 CARPET J&J INDUSTRIES #9920500.7—lA—E (09680) CT-1 FLOOR TILE CROSSVILLE CERAMICS #A900, MICA (09310) CT-2 CERAMIC COVE BASE TILE AMERICAN OLEAN #61, DESIGNER WHITE (09310) CT-3 CERAMIC WALL TILE AMERICAN OLEAN #61, DESIGNER WHITE (09310) CT-4 CERAMIC WALL TILE AMERICAN OLEAN #105, ROYAL BLUE (09310) FRP-1 FRP WALL PANEL MARLITE #P-100, WHITE (10300) MAT-1 ENTRANCE MAT (VESTIBULE) MATS, INC. 'SUPREME NOP', CHARCOAL (10300) LAM-1 PLASTIC LAMINATE WILSONART #4669-60N NATURAL TIGRIS, MATTE FINISH (06200) .LAM-2 PLASTIC LAMINATE WILSONART #4622-60 GREY NEBULA, (06200) MATTE FINISH LAM-3 PLASTIC LAMINATE WILSONART #D354-60 DESIGNER WHITE, MATTE FINISH (06200) PTD-1 PAINT BEN. MOORE #310-01, ULTRA —WHITE (09900) PTD-2 PAINT BEN. MOORE COLOR #967 CLOUD WHITE (09900) PTD-3 PAINT BEN. MOORE COLOR #861 SHALE (09900) PTD-4 PAINT BEN. MOORE #M53-01, ULTRA —WHITE (09900) PTD-5 PAINT BEN. MOORE #970, "WHITE DOWN" (09900) SLW-1 SLATWALL — WHITE MARLITE OR EXCEL #103636 (10300) SLW-2 SLATWALL— MAPLE MARLITE OR EXCEL #103778 (10300) T1 TRANSITION STRIP BURKE MERCER #800 COLOR 103 (09650) T2 TRANSITION STRIP BURKE MERCER #710 COLOR 103 (09650) T3 TRANSITION STRIP BURKE MERCER #633—R COLOR 103 (09650) T4 TRANSITION STRIP BURKE MERCER #365 & 970 COLOR 103 (09650) T5 TRANSITION STRIP JOHNSONITE #EJS130 COLOR: SISAL (09650) VB-1 VINYL BASE BURKE MERCER COLOR 401, WHITE (09650) VB-2 VINYL BASE BURKE MERCER COLOR 103, ESPRESSO (09650) VB-3 VINYL BASE BURKE MERCER COLOR 701, BLACK (09650) VCT-1 VINYL COMPOSITION TILE VINYL COMPOSITION TILE (09650) VSF-1 VINYL STRIP FLOORING AMTICO STYLE AFC9317 "AMERICAN (09650) OAK TICK FINISH VSF-2 VINYL STRIP FLOORING AMTICO STYLE AFC9324E "CHERRY" TICK (09650) FINISH VWC-1 VINYL WALLCOVERING WOLF—GORDON #WG 2121772, 54" WIDE (09720) —�i WB-1 WALL BUMPER BOSTON RETAIL PRODUCTS SERIES (10300) 2000, COLOR #129 COOL GREY WDB-1 WD. BASE/STAINED/SEALED AWI 'CUSTOM GRADE' BASE MOULDING OAK PLAIN SAWN (06200) #818-32, RED WD. CORNICE/STAINED/ AWI 'CUSTOM GRADE' CROWN MOULDING — 062 ( ) WDC-1 SEALED #CR8-33, RED OAK PLAIN SAWN HATCH PATTERN INDICATES DIRECTION OF STRIP FLOORING. (TYP.) INTERIOR FINISHES LEGEND 01 REF.: SOURCE: VER. 1.2003 N.T.S. -1-i LU 0 U�, z C.) o N < N LLI i _j N 0_ LLJ CY7 p � }- W Ij Q Q Z p C ; W 0 0 TL ~ ILL U Q Z m �(D U) 06 C)wwnCoD°Oo w�> CD QoD°°oLn m L i o >_ o0 1 Do �wLd��co w z m (° ao QQ!f =0DDO0 O0) m m lun 0) � ry W m U L`- DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT # BBB PROJECT # 903282 BBBXXX DRAWN: CHECKED: RDM CWC Professional of record practicing as an individual. AU( % 3 RA H R. SHAW PROF SIONAL OF RECORD PHONE: 314-821-1100 2/28/05 LICENSE NO. AR008701 DRAWING TITLE: FLOOR FINISH PLAN A2.3 7 UNIT HEATER. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. NEW COL. LINE .0 NEW COL. LINE .1 EXISTING I I ADJACENT I I TEW T1 1 1 (N. C.) 7 I I I I I I I I I I I I I I 141 EXTERIOR LIGHTING REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. Q NEW COL. LINE 4. 5 6 I I ' I I ' I ' NEW ROOF STRUCTURE, REF: STRUCTURAL DWGS. I ' I I N W GYP. BD. A8.1 C ILING AT V STIBULE TYP. I I I 5.1 5.5 5.9 6.1 NEW COL. NEW COL. LINE LINE 8 I I . I I I FIRE SPRINKLER RISER BELOW ADJACENT TENANT (N.1.C.) 7 — EXISTING BAR JOIST AND GIRDER TRUSSES V I I F L I I tF _ LJ NEW COL. LINE — — — @ EXIST. CANOPY H SOFFIT TO ' REMAIN, PATCH AND REPAIR AS REQ'D. PLAN NORTH .1 8 REFLECTED CEILING PLAN 02 REF.: SOURCE: VER. 1.2003 1/16 = V-0" JANITORS CLOSET 111 ROOF TOP HVAC UNIT EXIST. SUSP. - ACT. CLG. TO REMAIN a --- CORRIDOR 113 CORRIDOR 114 EXPOSED TO STRUCTURE ABOVE EXIST. GYP. BD. CEILING TO REMAIN 00 I HVAC g SUPPLY/RETURN REF. MECH. DWGS. PLAN NORTH TOILET ROOM REFLECTED CEILING PLAN 11 REF.: 02/A2.4 SOURCE: VER. 1.2003 1/8 = V-0" SUSP. ACT. BRIDAL REGISTRY CLG. (TYP.) 112 -- 1 GYP. BD. SOFFIT BREAK ROOM I 1 I ®7'-0" A.F.F. 116 IJLI ■ GENERAL OFFICE I I 108 MANAGER 1 1-- ASSISTANT I I STORE _ I MANAGER I I �..J I I I I II I I I I CASH I LI I — r, I OFFICE I , 109 ROOF TOP HVAC UNIT 5.1 HVAC SUPPLY/RETURN REF. MECH. DWGS. P LAN NORTH lu MAIN FLOOR REFLECTED CEILING PLAN 06 REF.: 02/A2.4 SOURCE: VER. 1.2003 1/8 = V-0" LEGEND STRIP FLUORESCENT LIGHTING ® EXIT LIGHT SUSPENDED 2X4 ACOUSTICAL TILE SEE ELECTRICAL DWGS. CEILING REFER TO SPECS SEE ELECTRICAL DWGS. ® FAN/LIGHT COMBINATION AND SHEET A3.1 FOR HEIGHTS SEE ELECTRICAL DWGS. ® 2X4 FLUORESCENT LIGHTING ® SUPPLY AIR GRILLE SEE MECHANICAL DWGS. GYP. BD. CEILING REFER TO SPECS, THIS SHEET SEE ELECTRICAL DWGS. AND SHEET A3.1 FOR HEIGHTS TRACK LIGHTING RETURN AIR GRILLE SEE MECHANICAL DWGS. DOOR HEADER SEE ELECTRICAL DWGS. NOTES 1. THIS SHEET IS INTENDED TO SHOW GENERAL COORDINATION OF 3. REFER TO PROJECT MANUAL SECTION 10300 FOR DESCRIPTION OF OVERHEAD WORK. REFER TO STRUCTURAL, PLUMBING, MECHANICAL THE DIVISION OF RESPONSIBILITIES BETWEEN BBB VENDOR AND & ELECTRICAL FOR MORE INFORMATION. CONTRACTOR. 2. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR 4. ALL OVERHEAD ITEMS INCLUDING STRUCTURAL_ DECK, EQUIPMENT, EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND CONDUIT ETC., WHETHER BY CONTRACTOR OR BBB TO BE PAINTE NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES WHITE THROUGHOUT COMPLETE PROJECT DURATION. USING THE "CONSTRUCTION REQUEST FOR INFORMATION" FORM AND SUPPLEMENTARY CONTRACTOR -PROVIDED DETAILS AS REQUIRED. REFLECTED CLNG. PLAN LEGEND & NOTES 01 REF.: 02/A2.2 SOURCE: VER. 1.2003 N.T.S. C N 4J W 4- 0 J ICJ 0 z 0 0 U � < N w i OJ z N O' C :d v LLJ U J >- w LL- ¢Qz C Lu O 0 7 0 0 z �' Q m n U) 06 o o�ao°0° o M LL 00 r- o Do O>_C:) �w� I Do ��� �wz �Qm TDo fY] J _ Q ry LLJW Ln x m Ci II DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT 903282 BBBXXX DRAWN: CHECKED: RDM CWC Professional of record ractic gas an individuo r L H R. SHAW SSIONAL OF RECORD NE: 314-821-1100 2/28/05 SE NO. AR008701 DRAWING TITLE: REFLECTED CEILING PLAN & NOTES C LLJ 0 U N z U 0 o Q 0) 0 N � ti A W N M 0 L w LL Cwwoo z a� m RK Q T- CD 7-U) 06 LLJ LL.— Q O DO i— CD� O � --.) a D CO �Q LLI m Z � o00 < C) OC) CY) O cD Q LLJm C) LL- DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: 4CHECKED: RDM C/CDN Professional of record actici as an individual or AU ?003 AL H R. SHAW ;YPROFESSIONAL OF RECORD PHONE: 314-821-1100 2/28/05 LICENSE NO. AR008701 DRAWING TITLE: ROOF PLAN & NOTES A2.5 i ROOM WALL FINISHES RM. ROOM CEILING MATERIAL WALL MATERIAL/PAINT COLOR: REF A2.3 FOR ORIENTATION # NAME FLOOR MATERIAL BASE /PAINT COLOR CLG. HT. 1 2 3 4 REMARKS 101 VESTIBULE MAT-1 VB-2 TYPE "X" GYP./PTD-1 ? - VWC-1 /SLATWALL - VWC-1 /SLATWALL VWC-1 TO 10 S HGT. SLATWALL ABV. TO 14 -0 WALL BUMPERS ON ALL WALLS 102 SALES AREA VARIES/REF.: A2.3 VB-1 * OPEN STRUCTURE _ GYP./PTD-1 /SLW-1 GYP./PTD-1 /SLW-1 GYP./PTD-1 GYP./PTD-1 /SLW-1 * = SEE NOTE #4 PTD-4 103 STOCK AREA "A" CC-2 _ OPEN STRUCTURE _ _ _ _ _ (SEE NOTES #5 & #6 BELOW) PTD-4 _ 104 RECEIVING CC-2 _ OPEN STRUCTURE _ _ CMU/GYP./PTD-l* CMU/PTD-1 CMU/PTD-1 (SEEPNOTES 45 & 6GBELOWYP.-PTD-1 ®105 PTD-4 105 ELECTRICAL "A" CC-2 - EXPOSED STRUC. - - - - - (SEE NOTES #7 BELOW) 106 MEN'S TOILET EXISTING EXISTING EXISTING/PTD-1 EXIST. EXISTING TO REMAIN* EXISTING TO REMAIN* EXISTING TO REMAIN* EXISTING TO REMAIN* * PATCH & REPAIR EXISTING AS REQUIRED 107 WOMEN'S TOILET EXISTING EXISTING EXISTING/PTD-1 EXIST. EXISTING TO REMAIN* EXISTING TO REMAIN* EXISTING TO REMAIN* EXISTING TO REMAIN* * PATCH & REPAIR EXISTING AS REQUIRED 108 NOT USED - - - - - - - - 109 NOT USED - - - - - - - 110 NOT USED - - - - - - - 111 JANITOR CC-2 VB-2 EXPOSED STRUC. - M.R. GYP./PTD-2 M.R. GYP./PTD-2 M.R. GYP./PTD-2 M.R. GYP./PTD-2 FRP-1 TO 4'-0" HGT. ® ALL WALLS 112 BRIDAL REGISTERY VSF-1 WDB-1 SUSP ACT-1 7'-10" GYP./PTD-5* GYP./PTD-5* GYP./PTD-5* GYP./PTD-5* * = WDC-1 ® ALL WALLS 113 CORRIDOR CC-2 VB-2 EXIST. CLG. EXIST. GYP./VWC-1 GYP/VWC-1 GYP/VWC-1 GYP/VWC-1 114 CORRIDOR EXISTING EXISTING EXISTING EXIST. EXISTING EXISTING EXISTING EXISTING 115 NOT USED - - - - - NOT USED 19 116 NOT USED - - - - - - - REF.: SOURCE: VER. 1.2003 1/4" = 1'-0" 201 STORE MANAGER CPT-1 VB-2 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 (6) MECHO SHADES SYSTEM, 202 ASSISTANT MANAGER CPT-1 VB-2 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 SUN CONTROL WINDOW FILM MTD. TO STOREFRONT SYSTEM. 203 CASH OFFICE CPT-1 VB-2 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 ® ALL EXT. GLAZING, AS (08800) 204 BREAKROOM VCT-1 VB-2 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 SPECD. (08800) SF01 205 GENERAL OFFICE CPT-1 VB-2 SUSP ACT-1 7'-10" GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 GYP./PTD-2 C.8 C•8 206 NOT USED - - - - - - 14'-2 3/4" 207 NOT USED - I 16'-0" EXIST. M.O. I STEEL FRAME REINFORCING 4 EQUAL LITES BEYOND FOR AL. STOREFRONT. REF: 01 /A7.1 GENERAL FINISH NOTES: l t 1. REFER TO 02/A2.3 FOR COLUMN TREATMENTS. 5. AT RECEIVING & STOCK AREAS, PAINT WALLS FROM 12'-0" A.F.F. TO ROOF WHERE STORE FIXTURES ......1 : 2. PROVIDE WALL CORNER GUARDS (10300) AT ALL INTERIOR PARTITION OUTSIDE CORNERS / REF. A7.2 ARE LOCATED. Ln I.G. I G I G. I.G. I G I.G. 3. PROVIDE WALL BUMPERS (103D0) AT INTERIOR PARTITIONS, /REF. A7.2 6. PROVIDE 1/2" FR.TR. PLYWD. TO 4'-0" AFF OVER GYP. BD. IN RECEIVING &STOCK AREAS ON ALL GYP. BD. WALLS. 1 I , 4. BASE ONLY ON EXPOSED GYP. BD. (I.E. NOT BEHIND STORE FIXTURES) AT SALES AREA TYP. (� / 7. AT ELECTRICAL "A' AREA, PAINT WALLS FROM 12'-0" A.F.F. TO ROOF. - , l ENTRANCE AREA AND 2'-0" TO EACH SIDE OF EXIT DOORS. Pli - N c�J , , 06 I 1. ARE LOCATED. TYP. � 5 l l \ I.G. i i I G. A8.1 LOCATIONS I G i: I.G. . , I I G l ELEV. NOTE: C I .1I I.G. II GENERAL CONTRACTOR TO PROVIDE AN w _ -- -J t -- y-� __-� t--- 11'-3 �, - -,� --- B.O. Hss FINISH SCHEDULE 1� ALTERNATE BID FORA 16 -0 WIDE �' HORIZONTAL SLIDING DOOR UNIT & OMIT SIDELITES. T.I.G. T.I G. T.I.G. T.I.G. T.I G 1 A8 1 CDREF.: SOURCE; VER. 1.2003 N.T.S. T.I.G. °° DOOR FRAME 12 DR. FINISH FINISH HDWE FIRE SECTION 02 ' A8.1 ; 02 LOCATION NOTE: _ A8.1 , A8.1 # TYPE MATERIAL WIDTH HEIGHT THK. FROM RM./ TO RM. MATERIAL HEAD FROM RM./ TO RM. SET LABEL REF REMARKS "T.I.G." INDICATES 1 T.I.G. 101 VESTIBULE BB3-1 ALUMINUM/GLASS LITES 6'-0" 7'-0" STD. MFR. PREFIN. AL UNIT STD. MFR. PREFIN. 1 - 08410 3000 SERIES AUTO. SLIDING DOOR FRAME UNIT TEMPERED, INSULATING T.I.G. GLASS - ao 07 102 VESTIBULE BB3-1 ALUMINUM/GLASS LITES 6'-0" 7'-0" STD. MFR. PREFIN. AL UNIT STD. MFR. PREFIN. 1 - 08410 3000 SERIES AUTO. SLIDING DOOR FRAME UNIT 0 T.I.G. 07 NOTE: i A8.1 A8.1 i 103 NOT USED - - - - - - - - - - - - - INTERIOR F.O. ALL EGRESS DOORS TO T.I.G. ; T.I.G. 104 CORRIDOR EXIST. HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD-1/EXT-l* HOLLOW METAL 4" PTD-1/* 3 - 08100 SOLID GROUTED DOOR FRAME, EXIT ALARM BE PTD-1, ULTRA WHITE 105 NOT USED NOTE: 106 RECEIVING BBB-89A SECTIONAL OVERHEAD 8'-0" 9'-0" STD. MFR. PREFIN. MFR. STD. - - 4 - 08300 BID ALTERNATE: REFER TO DOOR TYPES (BELOW) 107 TRASH COMPACTOR FH HOLLOW METAL 3'-4" 3'-4" 1-3/4" EXT-1*/PTD-1 HOLLOW METAL 2" */PTD- 1 5 - 08100 SPECIAL H.M. FRAME, SOLID GROUTED REFER TO BID ALTERNATE #8 IN FOR INFORMATION REGARDING - SPEC. NOTIFY BBB A.P.M. IF AUTO. SLIDING ENTRANCE DOOR 108 RECEIVING F HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD-1/EXT-1* HOLLOW METAL 4" PTD-1/* 6 08100 SOLID GROUTED DOOR FRAME, EXIT ALARM G.C. TO PROVIDE THE WIDER 109 NOT USED - - - - - - - - - AUTOMATIC ENTRANCE DOOR 11 3/4" 14'-0 1/2" R.O. 11 3/4" UNIT, REQUIRING REVISED 110-113 SALES AREA DA DBL. ACTING IMPACT DR. 3'-8" 6'-10" STD. MFR. PREFIN. HOLLOW METAL 2" MFR. PREFIN. 8 - 08300 REFER TO GENERAL NOTE #2 BELOW STOREFRONT DESIGN BY BBB 115 MEN'S TOILET EXIST. HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 9 - 08100 SIGN ARCHITECT. - _ 116 WOMEN'S TOILET EXIST. HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 9 08100 SIGN 6"xl8" 4'-O" 117 NOT USED - - - - - - - - - - 03 1-WAY 24"x36' FRAME O.A. _ 5.4 MIRROR- VISION LITE 118 NOT USED - - - - - - - - - - --- ' N 119 NOT USED - - - - - - - 4" HM HEAD �' `. i � 6" Q _ WHERE SCHED. T. G. o 120 JANITOR F HOLLOW METAL 2'-4" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 10 08100 w _ 3'-4" 7'-0" - - - - - - - - NO DOOR/FRAME (OPENING ONLY) 0� 121 BRIDAL REGISTRY OPENING T.G.- ,1 122 NOT USED EXIT ALARM, 0 123 CORRIDOR FS HOLLOW METAL 3'-6" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 3 - 08100 OMIT ONE-WAY MIRROR FIRE/EXIT DEVICE 1 I - I � '' 124 GENERAL OFFICE FS HOLLOW METAL 3'-6" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 16 08100 WHERE SCHED. ` I NOT USED �\'' FH I MF PAIR DOORS FI_I FS FV DA WHERE SCHED. f 201 STORE MANAGER FV HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 12 - 08100 HIGH LIFT 14'-0" UNIT WB_1 202 ASSISTANT MANAGE FV HOLLOW METAL 3'-0" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 12 - 08100 TRACK DOOR SIGNrAS SPEC300) ON VESTIBULE 203 CASH OFFICE F HOLLOW METAL 3°-0" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 13 - 08100 SIDE ONLY 204 BREAK ROOM FV HOLLOW METAL 3'-6" 7'-0" 1-3/4" PTD-3/PTD-3 HOLLOW METAL 2" PTD-3/PTD-3 14 - 08100 TYP. 205 NOT USED - - - - - - - ONE T.G. T.G. .G. T.G. _ _ - PTD-1 ** - - PTD-1 ** 15 - 07720 ** PRIMED EXT. UNPTD. ONE - ROOF HATCH - REF. 07720 / / ( ) NOTE: ONLY _ o GENERAL CONTRACTOR TO PROVIDE ANSIDE ,'' �`,\ -I - SOFFIT ACCESS STEEL 2'-D" 2'-D" MFR. PREFIN. STEEL MFR. PREFIN. 08300 SURFACE MTD ACCESS DOOR ALTERNATE BID FOR A 16'-0" WIDE T.G. T.G. T.G T.G. (31-1 HORIZONTAL SLIDING DOOR UNIT & -' OMIT SIDELITES. ' rr� T.G. T. G `, ,'' T. G. T.G. NOT USED GENERAL DOOR NOTES BBB-89A BB3-S3 AUTOMATIC SLIDING 01 1. * "EXT-1 ": EXTERIOR H.M. DOOR & FRAME PAINT COLOR TO MATCH ADJACENT BUILDING COLOR. DOOR(S) W/ EMERGENCY BB3-1 A81 2. K.D. FRAME BY DR. MFR.; CUSTOM SIZE COORD. W/& INSTALL AFTER STORE FIXTURES. BB2-2 BREAKOUT DOORS TYP. 3. INTERIOR F.O. ALL EGRESS DOORS TO BE PTD-1, ULTRA -WHITE. 4. ALL EXISTING DOORS TO REMAIN TO RECEIVE NEW HARDWARE. GENERAL CONTRACTOR TO VERIFY IF EXISTING DOORS CAN ACCEPT SPECIFIED NEW HARDWARE. IF THE DOORS DO NOT DOOR / FRAME SCHEDULE 01 DOOR & STOREFRONT TYPES 04 ACCEPT CCEP GNEW SPECIFIED HARDWARE, GENERAL CONTRACTOR TO PROVIDE NEW DOORS TO MATCH REF.: SOURCE: VER. 1.2003 1/4 = 1 0 REF.: SOURCE: VER. 1.2003 N.T.S. C N 4J W 0 0 N z U 0 o U1 VQ N _ H ti i1 -JJJW N 0_ co C � d CU J LU aQ z z� �} S I 0 0 LL 0 r m U) C46 o� oLLJ �Qo 00 0 o m11 00 � oDo 0f- -d w CID �wz �Qm 00 LLJ ADO Q of MO J z � CD CD a_ C:) (If wmo t.nz0x cD m a W 01 DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT # 8BB PROJECT # 903282 BBBXXX DRAWN: CHECKED: AMR/RDM CDN Professional of record pr ticin a an individual. oil ALPH R. SHAW PROFESSIONAL OF RECORD PHONE: 314-821-1100 I Ir'CKICC m Ani 02/28/05 vv'v DRAWING TITLE: DOOR & FINISH SCHEDULE, DOOR & STOREFRONT TYPES, VESTIBULE ELEVATIONS A3. L REFERENCE ITEM DESCRIPTION DWG'S REQUIRED (11 x17 HALF -SCALE) SECTION * ONLY SEND DRAWINGS IF APPLICABLE MANUFACTURER or VENDOR/ PRODUCT CONTACT ADDRESS COVER CIVIL ARCH. STRUC. PLMB. F.PROT. MECH. ELEC. BBB NATIONAL ACCOUNT VENDORS (Note: Product must be purchased through listed 'Contact' — No substitutions) * ONLY SEND DRAWINGS IF APPLICABLE 01710 CLEANING - NOT USED U.S. MAINTENANCE / CLEANING 800/355-4000/ STEVE STEWART x211 P.O. BOX 2468 / SOUTHEASTERN, PA 19399 02990 PARKING LOT CART CORRAL MC CUE CORP. / BUMPER PARK OPEN # BP3 (WITH SIGNAGE) 800/800-8503/ RENA CARR 35 CONGRESS ST. / SALEM, MA 01970 03710 FLOOR LEVELING PRODUCTS ARDEX ENGINEERED CEMENTS, INC. / ARDEX "SD-T" & "K-15" 724/203-5000/ DAVE FABYONIC 400 ARDEX PARK DRIVE / ALIQUIPPA, PA 15001 07190 MOISTURE BARRIER 3-8 LBS. / 1000 S.F. OR PH ABOVE 9 PRO TILE / BBB 1000 + ADHESIVE 914/738-8082/ PETER MILO OR HARRY ABEL 798 PELHAM PARKWAY / PELHAM MANOR, NY 10803 07510 ROOFING - NOT USED JOHNS MANVILLE / ROOFING 732/905-6994/ CHARLIE WILLIAMS 6 OWL ROAD / HOWEL TOWNSHIP, NJ 07731 08100 METAL DOORS & FRAMES GIRTMAN & ASSOCIATES, INC. 615/350-6000/ AMY BAKER 7115 COCKRILL BEND BLVD. / NASHVILLE, TN 37209 x x 08300 DOUBLE ACTING TRAFFIC IMPACT DOORS CHASE-DURUS / ABS 5000 RIGID TRAFFIC DOORS & MODEL SD FRAME, "BLACK" 732/244-2884/ CHARLIE CHAPTER 1565 RTE. 37W UNIT 15 / TOMS RIVER, NJ 08755 x x 08300 SECTIONAL OVERHEAD DOOR ARBON EQUIPMENT CORP. / #BBB-89A (8'W x 9'H) 800/443-2911/ LARRY ROSS 238 FERNWOOD AVE. / EDISON, NJ 08818 x x 08410 AUTOMATIC SLIDING ENTRANCE DOORS STANLEY ACCESS TECHNOLOGIES / DURA-GLIDE 3000 & 2000 800/648-1401 / BRENDAN K. FEENEY 65 SCOTT SWAMP ROAD / FARMINGTON, CT 06032 x x 08410 ALUMINUM STOREFRONT & ALUMINUM ENTRANCE DOORS KAWNEER COMPANY / BBB-25 L-R; TRIFAB II 450; 190 SERIES 877/505-3757/ JEFF HANCE 1040 SIERRA DR., STE. 1500 / GREENWOOD, IN 46143 x X 08710 FINISH HARDWARE GIRTMAN & ASSOCIATES, INC. 615/350-6000/ AMY BAKER 7115 COCKRILL BEND BLVD. / NASHVILLE, TN 37209 08800 MANUAL SHADES - NOT USED MECHO SHADES 908/371-0013/ JERRY FELDMAN 188 KINGSBERRY DR. / SOMERSET, NJ 08873 09310 PORCELAIN TILE CROSSVILLE PORCELAIN STONE / #A890P "EBONY" & #A900 "MICA" 931/484-2110/ MICHELLE WHITE x3910 P.O. BOX 1168 / CROSSVILLE, TN 38557 09650 VINYL STRIP FLOORING ASSOCIATED CARPET / AMTICO #AFC9317 "AM. OAK, TICK FINISH" & #AFC9324E 212/633-0250/ DAMIAN HOLDER 19 WEST 21 st STREET / NEW YORK, NY 10010 x x 09650 VINYL BASE; FLOOR TRANSITION STRIPS ARCHITECTURAL SYSTEMS / BURKE MERCER FLOORING 800/793-0224/ ILENE BLOCK x206 150 W. 25TH ST., 8TH FLOOR / NEW YORK, NY 10001 x x 09680 CARPET J & J INDUSTRIES / STYLE #99205007-lA-E 800/241-4585/ DON FREEMAN x245 818 J&J DRIVE / DALTON, GA 30721 x x 09720 VINYL WALLCOVERING WOLF-GORDON / #WG 2121772, 54" WIDE 800/347-0550/ LARRY SHAGAWAT 33-00 47th AVENUE / LONG ISLAND CITY, NY 11101 09810 CONCRETE SEALER "CC-2" ANTI -HYDRO / 3-WAY SEALER WB (#6-9B) 800/777-1773/ BRUCE KREIELSHEIMER 45 RIVER ROAD / FLEMINGTON, NJ 08822 09810 CONCRETE TREATMENT "CC-1" (& JOINT FILLER FOR EXP./CONTROL/CONST. JOINTS, SECTION 03300) INC.ASHFORD FORMU�L�A & VERSAFLEX 330/665-4925/ DAN STEINER 1203 W. SPRING CREEK PLACE / SPRINGVILLE, UT 84663 x x ADVANCEDE FDIS RIBUTION, PLATE PRO10300 COMPACTOR & HOPPER MARATHON EQUIPMENT CO. / BBB-5 800/633-8974/ JANET THOMAS x158 HWY.9/ P.O. BOX 1798 / VERNON, AL 35592-1798 x x 10300 DOCK BUMPERS, DOCK HOOD, DOCK LEVELER, DOCK LIGHT, DOCK SEAL ARBON EQUIPMENT CORP. / BBB-MH-465; BBB-DL-3-C; BBB-F-40; BBB-801 800/443-2911 / LARRY ROSS 238 FERNWOOD AVE. / EDISON, NJ 08818 x x 10300 EMPLOYEE STORAGE LOCKERS REPUBLIC STORAGE LOCKERS #755041 800/477-1255/ DALE CODY x2229 1038 BELDON AVE. NE / CANTON, OHIO 44705 x x 10300 FLOOR MAT MATS INC. / 3/8" TUFT "SUPREME NOP" (COLOR: CHARCOAL) 800/628-7462/ DONNA MACLOUD 37 SHUMAN AVE. / STOUGHTON, MA 02072 x x 10300 SENSORMATIC DETECTION PEDESTALS SENSORMATIC / ULTRAMAX DETECTION PEDESTAL 800/543-9740/ TOM FOX 6600 CONGRESS AVE. / BOCA RATON, FL 33431 10300 CHECK POINT DETECTION PEDESTALS CHECKPOINT 800/257-5540/ 101 WOLF DRIVE / THOROFARE, NJ 08086 10300 SLATWALL AND SLATWALL TRIM EXCELL / MODEL #'s 103636 & 103778 416/503-1234/ VANDA MAURO 80 JUTLAND RD. / ETOBICOKE, ONTARIO 10300 SLATWALL AND SLATWALL TRIM MARLITE / MODEL #'s 103636 & 103778 800/377-1221 / JEFF LONG 202 HARGER ST. / DOVER, OH 44622 10300 WALL BUMPERS AND WALL CORNERGUARDS BOSTON RETAIL PRODUCTS / SERIES 2000 (#129 COOL GREY); #RVCG-1-129 781/395-7417/ DENNIS BARNETT 400 RIVERSIDE RD. / MEDFORD, MA 02155 x x 10300 REGISTER BAYS/ CUSTOMER SERVICE & REMOTE SERVICE DESK ACCENT 800/545-1144/ BOB NICKEL 9629 58 th PLACE. / KENOSHA, WI 53144 10400 BUILDING EXTERIOR SIGNAGE & PYLON SIGNAGE CUMMINGS SIGNS 800/239-2655/ MARTYA MURAKAMI 4255 NAPIER FIELD RD. / DOTHAN, AL 03603 10400 BUILDING EXTERIOR SIGNAGE & PYLON SIGNAGE PHILADELPHIA SIGNS 856/829-1460/ THOMAS GIANNI 707 WEST SPRING GARDEN ST. / PALMYRA, NJ 08065 14205 PASSENGER LIFT (PLATFORM LIFT - IF APPLICABLE) - NOT USED LIFT-AVATOR / PASSENGER LIFT #L1TD (PLATFORM LIFT: "VERTILIFT L1STD") 716/434-1300/ ROGER GREAR JR. 5299 ENTERPRISE DR. / LOCKPORT, NY 14094 14255/14305 PASSENGER ELEVATOR/ FREIGHT ELEVATOR/ PASSENGER ESCALATOR - NOT USED SCHINDLER / (SEE PROJECT MANUAL SECTIONS) 973/397-6576/ LINDA LEWIS/ JIM DINAN 20 WHIPPANY RD. / MORRISTOWN, NJ 07960 15400 TOILET FIXTURES, LAVATORIES & FAUCETS AMERICAN STANDARD / (SEE PLUMBING DRAWINGS) 732/980-3234/ MARIE BONFORTE 1 CENTENNIAL ST. / PISCATAWAY, NJ 08855 15500 HVAC ROOFTOP UNITS, GAS UNIT HEATERS LENNOX INDUSTRIES / (SEE MECHANICAL DRAWINGS) 800/628-5289/ 2100 LAKE PARK BLVD. / RICHARDSON, TX 75083 x x x x x 15500 AIR CURTAINS POWERED AIRE INC. / (SEE PLUMBING, MECHANICAL & ELECTRICAL DRAWINGS) 724/646-0240/ KEN LAPINSKI 451 SECOND ST. / GREENVILLE, PA 16125 x x x x 16000 LIGHT FIXTURES NESCO / (SEE ELECTRICAL DRAWINGS) 781/828-9494/ DEE KEOUGH 40 HUDSON RD. / CANTON, MA 02021 x x 16000 ENERGY MANAGEMENT SYSTEM NOVAR CONTROLS / (SEE MECHANICAL & ELECTRICAL DRAWINGS) 410/939-7582/ CARROLL FITZGERALD 5 PARADISE DRIVE / HAVRE DE GRAVE, MD 21078 x x x 16000 PANELBOARDS FOR LIGHTING AND POWER, CONTROL PANELS & LIGHTING MOTION SENSOR SWITCHES NESCO / (SEE ELECTRICAL DRAWINGS) 800/244-6980/ JOHN POWELL 40 HUDSON RD. / CANTON, MA 02021 x x 16000 FIRE ALARM SYSTEM; SECURITY ALARM SYSTEM ADT / (SEE ELECTRICAL DRAWINGS) 973/439-6442/ GERRY AVESON 695 RT. 46 WEST / FAIRFIELD, NJ 07004 x x x x x 16000 DOOR BELL BRAZILL BROTHERS / EDWARDS DOORBELL (#740 & 744) & PUSHBUTTON (#1786B) 732/906-3500/ KEN KONYA x303 250-260 LIBERTY ST. / METUCHEN, NJ 08840 16000 POWERWALL CPI (CAROLINA PRODUCTS, INC.) 800/736-4455/ TONY THORTON 1132 PRO AM DRIVE. / CHARLOTTE, NC 28211 x X COVER CIVIL ARCH. STRUC. PLMB. PROT. MECH. ELEC. "DRAWINGS REQUIRED" SHALL BE SHIPPED (BY PROJECT ARCHITECT) WHEN BLDG. PERMIT APPLICATION IS SUBMITTED: TOTALS: 26 1 21 3 2 1 5 7 VENDOR/SUPPLIER SCHEDULE 01 REF.: SOURCE: VER. 1.2003 N.T.S. 10877 WATSON ROAD; ST. LOUIS, MO 63127 PROJECT MANAGERS ._ N 4j W 0 � 0 z 0 0 U -N QNW- N o Q ~ J J N W CO C ® w U >- w LL z �: af `00 w W O O LL 0 o m P < Z U) 06 0000 Q o D mo�oo� CD ao �wzC-0 �w(.0 �Qm Li moo Q�—'z�m m�Q LD �ocom.�xx z:M W m Ul li DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: RDM CWC Professional of record p cticin as an individual. AU I - 4003 ALP' R. SHAW PROFESSIONAL OF RECORD PHONE: 314-821-1100 LICENSE NO. AR008701 2/28/05 DRAWING TITLE: BBB NATIONAL ACCOUNT VENDORS & DISTRIBUTION SCHEDULE s REFERENCE ITEM DESCRIPTION SECTION * ONLY SEND DRAWINGS IF APPLICABLE BBB SPECIFIED MANUFACTURERS— No substitutions 02990 CART CORRAL AT ENTRANCE 02990 PRECAST TRASHCAN AT ENTRANCE 04250 BRICK MASONRY UNITS 04250 BRICK MASONRY UNITS 06200 PLASTIC LAMINATE FOR CONTRACTOR -PROVIDED CASEWORK 07220 PRESSURE INJECTED MASONRY INSULATION 07220 PRESSURE INJECTED MASONRY INSULATION 08800 SUN CONTROL WINDOW TINT AND/OR INTERIOR WINDOW TINT FILMING 09310 CERAMIC TILE 09310 MORTAR & GROUT (FOR INTERIOR & EXTERIOR TILE) 10300 ALUMINUM INTERIOR STAIR HANDRAIL 10300 AUTOMATIC SLIDING ENTRANCE DOOR SIGNS & FIRE EXTINGUISHER SIGNS 10300 FIRE EXTINGUISHERS 10300 TIME MIST DISPENSER 10300 TOILET PARTITIONS, TOILET ROOM & OTHER ROOM ACCESSORIES 10300 TOILET ROOM A.D.A. SIGNS (SEE 10300 FOR "ACCEPTABLE ALTERNATIVES") 10300 WALL PANELING/SANITARY WALL PANELS (SEE 10300 FOR "ACCEPTABLE ALTERNATIVES") 14305 SHOPPING CART ESCALATOR 15300 FIRE PROTECTION 15300 FIRE PROTECTION MANUFACTURER or VENDOR/ PRODUCT CONTACT ADDRESS (Note: Product may be purchased through listed 'Contact' — at volume discounted pricing — OR through Contractor's local distributor ) SUPERIOR ALUMINUM PRODUCTS INC. / SERIES 500 COMPONENTS, SATIN ANNODIZED 937/526-4065/ PAT FRANCIS 555 MAIN ST. / RUSSIA, OH 45363 QUICK CRETE PRODUCTS CORP. / #QR-2130WA (COLOR APPROVED BY BBB-CPM) 909/737-6240/ CRYSTAL ZERBEL P.O. BOX 639 / NORCO, CA 92860 ENDICOTT CLAY PRODUCTS CO. / "DARK IRONSPOT" VELOUR TK (4412 NOM.) 402/729-3323/ GARY DAVIS 57120 707 ROAD / ENDICOTT, NE 68350 800/792-1234/ LARRY CLEMENTS 2811 WEST 7TH ST. / FT. WORTH, TX 76107 ACME BRICK / "STEELE GRAY" VELOUR (4412 NOM.) WILSONART / #4669-60N "NATURAL TIGRIS", #4622-60 "GREY NEBULA", #D354-60 WHITE 973/882-8898/ MEYER DECORATIVE SURFACES 1614-D UNION VALLEY RD. / WEST MILFORD, NJ 07480 TAILORED CHEMICAL PRODUCTS INC. / "CORE -FILL 500" FOAMED -IN -PLACE 800/627-1687/ EJ TEMPLE P.O. BOX 4186 / HICKORY, NC 28603 BLOC FIL INC. / "BLOC FIL" LOOSE -FILL EPS 860/342--0839/ PETER BRANSFIELD P.O. BOX 6217 PICKERING ST. / PORTLAND, CT 06480 3M CORPORATION (GUARDIAN BASTILLE) / RESONEARL; PNTHR 5 877/777-7580/ RICH EANNARINO, JR. 20 THURBER BLVD. / SMITHFIELD, RI 02917 AMERICAN GLEAN / #61 DESIGNER WHITE & #105 ROYAL BLUE 973/366-5035/ HEATHER O'DAY 267 RT. 46 W. / DOVER, NJ 07801 MAPEI CORPORATION / KERABOND 1101 W/ KERALASTIC 1310; KER 200, 800 & 003 954/246-8888/ 1144 E. NEWPORT CENTER DR. / DEERFIELD BEACH, FL 33442 SUPERIOR ALUMINUM PRODUCTS INC. / SERIES 500 937/526-4065/ PATRICK FRANCIS P.O. BOX 430 555 EAST MAIN ST / RUSSIA, OH 45363 800/243-6624/ 20 THOMPSON RD. / BRANFORD, CT 06405 SETON IDENTIFICATION PRODUCTS / 28819; 28827; 28824 SIMPLEX GRINNELL CORPORATION / DRY CHEMICAL #MP6 & #862 800/299-4377/ 100 SIMPLEX DR. / WESTMINSTER, MA. WATERBURG COMPANIES / SERIES 1000 AEROSOL DISPENSER 800/845-3495/ MEGAN BARTLETT 32 MATTATUCK HTS. / WATERBURG, CT 06705 BOBRICK WASHROOM EQUIPMENT, INC. (SYLVESTER ASSOC.) / 1040 DESIGNER SERIES 631 /249-7171 / FRED SYLVESTER 36 GAllA BLVD. / EAST FARMINGDALE, NY 11735 ALLSTATE SIGN & PLAQUE CORPORATION / E-BTP85A; E-BT193A 631 /242-2828/ PETER FICK 70 BURT DR. / DEER PARK, NY 11729 MARLITE #P-140 (WHITE) / 330343-6621 / / 202 HARGER ST. / DOVER, OH 44622 DARROT VERMAPORT / 973 639-0300/ / MIKE MEEHAN 610 FRELINGHUYSEN AVE. / NEWARK, NJ 07114 CODE CONSULTANTS 314991-2633 / / WILL SMITH 1804 BORMAN CIRCLE DR. / ST. LOUIS, MISSOURI 63146 TVA FIRE AND LIFE SAFETY 973/398-1445/ GERRY LINGENFELTER 200 VALLEY RD. / MT. ARLINGTON, NJ 07856 "DRAWINGS REQUIRED" SHALL BE SHIPPED (BY PROJECT ARCHITECT) WHEN BLDG. PERMIT APPLICATION IS SUBMITTED: TOTALS: DWG'S REQUIRED (11 x17 HALF —SCALE) COVER I CIVIL I ARCH. I STRUC. I PLMB, 1F.PROT.1 MECH. I ELEC. * ONLY SEND DRAWINGS IF APPLICABLE X X X X X X X X X X X X X X COVER CIVIL ARCH. STRUC. PLMB. F.PROT. MECH. ELEC 10 0 10 1 0 1 0 1 2 1 2 1 2 N W 0 U 0 00 z oQWr U Q ti C � m o J d QQz� z�3:ry O 0 J Lijoo C- Z W U r P co J Z c¢n 06 0000 mILL. �o�00 C;dwr)���� =�mz�� I-Q- 0 Jf 1 -, O < C Cn O 0 Ld O Q W m U LL. DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX CHECKED: LRDM CWC Professional of record practi ing as� nd fi�{1 ! 0V H R. SHAW VRA OFESSIONAL OF RECORD PHONE: 314-821-1100 2/28/05 LICENSE N0, AR008701 DRAWING TITLE: BBB SPECIFIED MANUFACTURERS & DISTRIBUTION SCHEDULE VENDOR/SUPPLIER SCHEDULE 01 l I A3.4 REF.: SOURCE: VER. 1.2003 N.T.S. H G F E D C B A EXISTING METAL COPING ADJACENT TENANT 11 EXISTING METAL COPING TO TO REMAIN ROOF LINE A5.1 REMAIN I I I ------- NEW L. ----_�_-GRAN L STOP EXIST. CMU & E.I.F.S. TO REMAIN UNLESS EXISTING NOTED OTHER ISE CONCRETE NEW CMU-f WALL PANEL WALL EXIST.-CMU 4 EXIST. CMU & E.I.F.S. TO REMAIN UNLESS NOTED OTHERWISE SIDE (SOUTH) ELEVATION LIGHT FIXTURE, TYP. 4.1 EXISTING E.I.F.S. CORNICE AND METAL COPING TO REMAIN SFO1 NEW TRASH COMPACTER DOOR 5 NEW DOCK DOOR, LEVELER, BUMPERS & DOCK SEAL NEW ALUMINUM/GLASS STOREFRONT EXISTING SIGN TO BE REMOVED IN ITS ENTIRETY TOP OF EXIST. WALL 26 -8 A.F.F. EXIST. T.O. JOIST BEARING. 23 -11 A.F.F. EXIST. T.O. JOIST BEARING (F.V.) 23 -7 5 8 A.F.F. MET. DOCK HOOD AS SPECD. (10300) PAINT TO MATCH ADJACENT WALL. _ __ F.F..-ELEV. 0'-0" A.F.F. T CONC. APRON 01 -4'-0" A.F.F. 5.3 NEW EXTERIOR STAIR, REF:13/A1.1 NEW BOLLARD, REF:11 /A1.1 �-( EXIST. -CO }- TOP OF EXIST. WALL 30 -9 A.F.F. EXIST.-CMU 5 5.1 6 6.1 7 7.1 EXISTING E.I.F.S. AND PLYWOOD SHEATHING TO BE REMOVED THIS TOP OF AREA ONLY EXIST. WALL ob__ 34' 9 A.F.F. ----------------------------------- ---- --- ------ -, I r O I I I i J-----------------------------------� M E R C H A N D I S I I II-------------------------------------- I I I I I I EXISTING E.I.F.S. AND PLYWOOD SHEATHING TO BE REMOVED THIS I AREA ONLY I I ♦♦'♦� ����;— I r— �� \�\ I EXIST. METAL STUDS , SHEATHING, & E.I.F.S. TO BE REMOVED THIS AREA ONLY AS REQ'D TO CREATE A SQUARED —OFF OPENING -lr\ L------� fIILJ L--- i i------- i dI I LJ L_ ____J L_ _____J Ll 111 1 r — — ----I r— ----� r 1 �I — L_JL_ — _____JL_—_ —__JLJ rl I III III^ �I I� jI I I ail �I I h h r- - I Q L7I II -� I� �I� Iij I III Ih H iI I I u L_ I L -IL__J �__'I- i l EXIST. FREE=STANDING STEEL ALUMINUM STOREFRONT;.. TUBE ARCH AND FOUNDATION TO ENTRANCE DOORS, & STEEL BE REMOVED IN THEIR ENTIRETY TUBE SUPPORT FRAMING TO BE REMOVED IN THEIR ENTIRETY EXISTING CONCRETE BOLLARDS TO BE REMOVED IN THEIR ENTIRETY ❑ I I EXISTING E.I.F.S. AND PLYWOOD SHEATHING TO BE REMOVED THIS AREA ONLY EXIST. METAL STUDS , SHEATHING, & E.I.F.S. TO BE REMOVED THIS AREA ONLY AS REQ'D TO CREATE A SQUARED —OFF OPENING DOCK ADDITION EXIST. DOCK MET. HOOD AS SPECD. 8 7 EXIST. WALL 6 5 4 (10300) PAINT TO MATCH MOUNTED LIGHT ADJACENT WALL EXISTING FIXTURE NEW SECTION OF CONCRETE 16 GUTTER & 01 EXIST. GUTTER WALL PANEL EXIST. GUTTER A5.1 DOWNSPOUT 5. EXIST. T.O. JOIST �n 1 7 I I BEARING F V EXISTING EXISTING DOWNSPOUT TRANSFORMER& SPRINKLER MAIN EXISTING H.M. EXISTING DOOR & FRAME DOWNSPOUT REAR (EAST) ELEVATION T TOP OF EXIST. WALL, 4''A.F.F. EXIST.-EIFS BOTT. OF EXIST. SOFFIT 10 -0 0A.F.F. �0'" NEW CMU EXIST. WALL WALL CONCRETE PANEL NEW BOLLARD, REF:11 /A1.1 _ot F.F. ELEV. (� 0'-0" A.F.F. TOP OF NEW EXTERIOR EXISTING EXISTING PAVEMENT STAIR, REF:13/A1.1 DOWNSPOUT STAIR -4 -0 EXTERIOR SIDE & REAR ELEVATIONS 16 REF.: A4.1 & A5.2 SOURCE: VER. 1.2003 1/16" = V-0" C❑ c � cot C11A i FRONT (WEST) ELEVATION 07 REF.: A2.2 SOURCE: VER. 1.2003 1/8" = 1'-0" EXISTING E.I.F.S. CORNICE AND METAL COPING TO REMAIN TOP OF EXIST. WALL r, 30'-9A A.F.F.`ll' 8 i TOP OF EXIST. --WALL 29 -4 A.F.F. EXIST. CMU & E.I.F.S. TO REMAIN UNLESS NOTED OTHERWISE BOTT. OF EXIST. SOFFIT t; zi/x "IF 10 ❑//i dN F.F. ELEV. 0'-0" A.F.F. FIN. GRADE -0'-6" FRONT (WEST) ELEVATION DEMOLITION 02 REF.: A1.2 SOURCE: VER. 1.2003 1/8" = 1'-0" NOT USED 06 REF.: A2.1, A2.2, A2.3 SOURCE: VER. 1.2003 1/8" = 1'-0" AL-CO-1 NOT USED BRICK-1 NOT USED BRICK7-2 NOT USED EXIST.-CMU EXIST. SPLIT -FACE CMU TILE-1 NOT USED TILE-2 CROSSVILLE CERAMICS - #A890P EBONY PORCELAIN/POLISHED 12"x12" EXIST. -CO EXISTING COPING EXTERIOR INSULATION & FINISH SYSTEM (WATER -MANAGE EIFS-1 DRYVIT - COLOR TO MATCH EXISTING E.I.F.S FASCIA BAND COLOR EIFS-2 NOT USED EXIST.-EIFS EXISTING EXTERIOR INSULATION & FINISH SYSTEM MATERIAL LIST fl1 REF.: 01, 06/A4.1, SPEC. SOURCE: VER. 1.2003 NO SCALE -v ,c .N ._ W O U � O z �Q� U -w N QNW� U Q o LU ( M Q Ld >- Lu LL z �: ci� c w Lu00 P- LL 0 O o � Q Q z m U) 6 o 00 oLi �Qo� o m 0OCC) Oho0 �wED��co I Do LL �Qm w ;_7^ m �Jz^� Q mo o�°� — LLI < Wm U w DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT # BBB PROJECT # 903282 BBBXXX DRAWN: CHECKED: AMR/RDM CWC Professional of record p acticin as an individual. AL R. SHAW PROFESSIONAL OF RECORD PHONE: 314-821-1100 LICENSE NO. AR008701 02/28/05 DRAWING TITLE: EXTERIOR ELEVATIONS & DEMOLITION A4.1 TOP OF EXIST. STEEL EL 26'-30f A.F.F. EXISTING SECURITY GRILLE T.O. SLATWALL 14'-0n i SALES AREA 102 I IVI/"\f\r\ ML-L I VVI\ `-ij JIVLJ vl ru. I v... �.......1 —1. 1., 11— I .. . .. .— EXTINGUISHER IS PLACED W/3M SCOTCHLITE REFLECTIVE RED TAPE (03459C). THE TAPE SHOULD BE INSTALLED 12" ABOVE TOP OF SLATWALL COLUMN OR AT 15-0" 0 0 6 5 4 r-. -r i i Tvn /nrr EXIST. STRUCTURE T.O. JOISdk EL. VARIES 362S162-33 MET. BRACING - SECURE TO STRUCTURE 48" O.C. W/ CONT RUNNER ON NON -RETAIL SIDE ONLY B.O. CLG.ri 7'-10" SUSP. ACT. (2) 60OS162-54 C.F. MET. HEADER TEMPERED GLASS IN AL. FRAME STORE MANAGER SIM. 2 071 FIN. FLR.d 01-0"IV TURRET WINDOW SECTION 05 REF.: SOURCE: VER. 1.2003 1/2" = V-011 IV] lII"IN ML.L. I %JVI\ � II --__ -, .u.. ,..,. .... ...- - ---- EXTINGUISHER IS PLACED W/3M SCOTCHLITE REFLECTIVE RED TAPE (03459C). THE TAPE SHOULD BE INSTALLED 12" ABOVE TOP OF SLATWALL COLUMN OR AT 15'-0" NOT USED 04 REF.: SOURCE: VER. 1.2003 NTS NOT USED 03 REF.: SOURCE: VER. 1.2003 NTS TOP OF EXIST. STEEL VARIES F.F. ELEV. EL 0 -0 A.F.F. BUILDING SECTION 11 REF.: A2.2 SOURCE: VER. 1.2003 3/32" = V-0" NOT USED 02 REF.: 02/A7.2, 01/A9.1 SOURCE: VER. 1.2003 NTS BUILDING SECTION REF.: A2.2 3 1 /,' ATTEI BATT .II 9 I 10 SOURCE: VER. 1.2003 3/32" = 1'-0" rVIf -r r1_rnI ir"M IRE T.O. JOIST EL. VARIES 3RACING - URE 48" NER ON )NLY B.O. CLG. 7'-10" �/_� VVVJIVL JT .;.F. MET. HEADER BRIDAL REGISTRY 112 0 LL_ 0 I i� 1 "x RED OAK WALL CAP STAINED & SEALED TO MATCH WD. BAS ,& CROWN MOULDING (06200) V13-1 - WDB-1 FIN. FLR. 0'-0" -� 04 A8.1 INTERIOR PARTITION SECTION 01 REF.: A7.2, A9.1 SOURCE: VER. 1.2003 1/211= 11-01' .— N -N_ 0 U 0 z � 0 o Q O' +� (A Q U N w r < I-- i� _j -� W N C � c � U J Qz� �LL O U Q Z m n U c¢n C46 m LL I` O 00 Ldryo �w�27a0 I 00 (03 0 �wz �Qm CO00 Q c):f CLIa-p-C� J z c) o�Inza:x w o �D W m U LL DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: RDM CWC Professional of re or pr Wng as an ind vidu I. AU G ,1 ?003 RALPH R. SHAW PROFESSIONAL OF RECORD PHONE: 314-821-1100 LICENSE NO. AR008701 2/28/05 DRAWING TITLE: BUILDING SECTIONS & INTERIOR WALL SECTIONS A5.1 r-\/I fl-r nnnihin 0_ CJ\IJ I. UVIVVf\L IL AND CMU FOUNDATION NEW COL. LINE nF2 nF 3RANE ROOF NSULATION CK EXIST. 24" DEEP STEEL BAR JOIST STEEL L REMAIN (T. GYP. -RAMING '. BD. 5� 16 ; BATT kND DRS C_ N 41 W 0 U 0 z U 0 o Q 0= _ CO 0 N � ti 0 � W � N M v >- W LL Q Z p C W O O w F- I- LL Q z m n (D can zLd �CD00�Q mo CO 00 F_wzCO� �Qm COoo CD 2000) Ln � C X CD �i W m0 DISTRIBUTION: DATE: . Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: RDIVI CWC D IN Professional of record prac ring y an indivi al. a R PH R. SHAW PROFESSIONAL OF RECORD PHONE: 314-821-1100 LICENSE NO. AR008701 2/28/05 ENTRY FEATURE SECTION 01 REF.: 01/A4.1 SOURCE: VER 1. 2003 1/211= 1'-0" NOT USED 04 REF.: 01/A4.1 SOURCE: VER 1.2003 NTS NOT USED 05 REF.: 20/A7.1 SOURCE: VER. 1.2003 NTS TOP C JOIST ELEVA DOCK MATCI- MASO1 BEARII AT EX AREA CONC. BLOCK EXIST. i PAVEME FDN. UUHNU EF. Ol /A5.2 FRUCT., SEE DRAWINGS _., REINF. 'REF. STRUC. ) GRAVEL ID INSUL. NOTE: BOTTOM OF COMPACTOR ACCESS DOOR SHALL BE LOCATED 58" (MIN.) ABV. ADJ. EXTERIOR GRADE AND 42" (MIN.) ABOVE ADJ. INTERIOR FLOOR ELEV. (O.S.H.A. REQUIREMENT). IF EXTERIOR GRADE IS TOO HIGH FOR THIS CRITERIA, THEN THE ARCHITECT/GC MUST NOTIFY THE BBB-APM AND BBB-CPM TO DISCUSS OPTIONS FOR FINAL RESOLUTION. ATCH T.O. O.. BOND 3'-10 1 /8 TOP OF BOND BEAM - ELEVATION AT NEW DOCK AREA TO MATCH EXIST. TOP OF MASONRY/JOIST BEARING ELEVATION AT EXISTING DOCK AREA SEALANT ALL SIDES TYP. ObB.O:..LINTEL . 7 —0 S�oP/ •0 WIN Me � z GALV. SHT. MET. HOPPER (05500) TO COMPACTOR (10300) o '� / I 'L 2x2x3/16 STL. ANGLE i ff FRAME AS FLANGE TO RECEIVE HOPPER, TYP. �- atr ROOFING REF. 01/A5.2 ROOF STRUCT., SEE STRUCT. DRAWINGS INSUL., REINF. CMU/REF. STRUC. LINTEL REF. STRUC. SOLID GROUTED H.M. FRAME DOOR & FRAME PROVIDED BY CONTRACTOR (NOT MARATHON EQUIP. CO.) T.O. MASONRY 3 —4 FIN. FL. 0 —0 ALL SIDES. COMPACTED GRAVEL BASE 1 1/2" RIGID PERIMETER INSUL. TOP OF CONC. APRON °d � 4 v FDN. REF. STRUC. TCH T.O. ). BOND —10 1 /E TOP OF BOND BEAM - ELEVATION AT NEW DOCK AREA TO MATCH EXIST. TOP OF MASONRY/JOIST BEARING ELEVATION AT EXISTING DOCK AREA SEALANT PAINT TO MATCH - ADJACENT SURFACE 1 ! too EPDXY BOLT DOCK HOOD (10300) TO CMU TAPERED (DECLINE) DOCK SEAL (10300) STL. JAMB PTD. TO MATCH ADJACENT CMU 3 ROOFING REF. 01/A5.2 ROOF STRUCT., SEE STRUCT. DRAWINGS INSUL. REINF. CMU REF STRUC. OVERHEAD DOOR TRACK BEYOND INSUL, REINF. CMU/REF. STRUC. LINTEL REF. STRUC. HIGH —LIFT SECTIONAL OVERHEAD DOOR (08300) A6,1 BEYOND — L 3"x3"x3/16" CONT. STEEL ANGLES W/ 1/2" DIA.x 61 CONC. ANCHORS SLOPE T.O. CONC. FOUNDATION WALL 12" O.C. TYP. 1/2" DOWN (AWAY FROM BUILDING WALL), BEYOND DOCK BUMPER MEETING PIT MOUNTED DOCK ANGLE (EACH SIDE) LEVELER (10300) PIT SIZE= 85"Wx87"L* IN IN. FL. N .y 0-0 L12-1 /2"x3"x1 /4"x161 00 SLOPE B.O. a DOCK BUMPER MTG. ANGLE - PIT DN. 1/2" 0. W/ (4) 1/2" DIA. x 61 CONC. ANCHORS a . ° ° °.d .d; a DOCK BUMPERS (10300) T JD �° DN. a ��---COMPACTED GRAVEL � �- BASE B.O. TRUCKWELI. ° a d _ `9 _ d v d. �1 1/2" RIGID g PERIMETER INSUL. C A*— V 0) 4J J 4- 0 � 0 z 0 U Q tin < N UJ i A J W N C - v �>-wu- U z cr- 0 w 1O o Q Z m r U) 06 o &j o OU���Lno L- — Qo 00 >- o ��Elf , <wz�Do �Qm �� m�0 00 0) Ln z wC) � Q W m U LL_ DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: RDM CWC Professional of record practi g a an individu _ l a J( FDN. REF. STRUC. 2003 RAL H R. SHAW PROFESSIONAL OF RECORD *VERIFY ALL DOCK LEVELER PHONE: 314-821-1100 DIMENSIONS & LICENSE NO. AR008701 2/28/03 PROVISIONS W/DOCK LEVELER MFR. (10300) DRAWING TITLE: EXTERIOR WALL SECTIONS NOT USED 05 WALL SECTION a@ NEW DOCK AREA 03 WALL SECTION @ COMPACTOR 03 REF.: SOURCE: REF.: 06/A7.1 SOURCE: VER. 1.2003 1/2" = 1'-0" REF.: 06/A7.1 SOURCE: VER. 1.2003 1/2" = V-0" WALL SECTION a@ LOADING DOCK 01 REF.: 06/A7.1 SOURCE: VER. 1.2003 1/2" = 1'-0" A5.3 HVAC ROOFTOP UNIT PROVIDE SECURITY BARS FOR ALL ROOF NOTE: (R.T.U.) (OTHER EQMT. SIM.) OPENINGS LARGER THAN 12" IN EITHER WEATHERHEAD PROVIDE HOSE BIB NEAR _ DIMENSION (EXCEPT ® NEW R.T.U.S SIZE AND LOCATION OF FRAME TO MUZAK ANTENNA HATCH (REF: PLUMBING) ROOF HATCH (07720) ROOFCURB & ROOF HATCH) OPENING TO BE FURNISHED TO STEEL SUBCONTRACTOR BY PREFABRICATED NEW MEMBRANE RADIUS T.O. SIDE RAILS MET. FLASHING OVER MEMB. I CONTRACTOR. D=T — _ — _ — PIPE FLASHING ASBASE FLASHING COUNTERFLASHING 1 �- J 2• FRAME ANGLE SIZES �-SPEC'D. (07720)_ PTD-1 CRICKET AT HIGH ROOF SIDE _ _ _ _ _ _ _ _ _ _ _ a_ I \ / 1 / TYP. 0 TO 2'-0" L3x3x1 /4" EXISTING ROOFING EXISTING OF CURB TYP. �_ rn I \/ 2'-O" TO 5'-0" L4x3 1 /2x5/16" MEMBRANE ! ROOF �, /\ 5'-0" TO 10'-0" L5x3 1/2x3/8" MEMBRANE NEW SECTION OF ROOF �I v~i LtjI I // \\ E OVER 10'-0" CONTACT EXISTING ROOF MEMBRANE SPLICED TO I I LLJ ARCH./ENG. STRUCTURE l 4 x 5 1/2 x 12 GA. EXIST. ROOF MEMBRANE I _ _ _ _ _ _ _ _ - - - - o 1-1/4" RIGID CONDUIT N STL. PL./DECK CLOSURE AT ROOF HATCH — _ --e NEW MEMBRANE ' I I i , 3 16 , L4x4x3/8" CLIP TYP. (4) BY ELEC. CONTR. EXIST. ROOF �' _ OPENING (ALL SIDES) STRUCT. o FLASHING ----------- i VERIFY W/ EQUIP. SUPPLIER SECURED TO BAR I I 5/8" DIA. STL. BARS, MAX. _ JOIST AT TWO POINTS BENT CLIP ANGLE LAG EXIST. ROOF MEMBRANE SPACING 8" O.C. EA. WAY,TO CONCEALED WD. _ _ —_qI — — — WELD ALL CROSS -LAPS AND BLOCKING — — —EXIST. STRUCT. AND AT ANGLE FRAME BUTT JOINT MUZAK CABLE TO MEMB. ROOF INSUL.OFFICE9"REF. STRUC. FOR SIZES OF SLIP JOINT/DEFLECTION EXISTING STEEL WD. NAILER AT PERIMETERS ANGLE FRAME MEMBERS/ LADDER RELOCATED ROOFOPENING A18 GA. METAL DECK REF. MECH. FOR ROOF ROOF JOISTSRUNNER FRAME / REF. DET. 16/A6.1 CLOSURE OPENING SIZES P.O.S./SATELLITE ANTENNA FLASHING 20 ROOF HATCH DETAIL 19 ROOF CURB DETAIL 18 SECURITY BARS PLAN 17 ROOF OPENING FRAME DETAIL 10 REF.: SOURCE: VER. 1.2003 1" = 1'-0" REF.: SOURCE: VER. 1.2003 1 1/2" = V-0" REF.: SOURCE: VER. 1.2003 1 1/2" = 1'-0" REF.: SOURCE: VER. 1.2003 3/4" = 1'-0" REF.: SOURCE: VER. 1.2003 N.T.S. CONT. MEMB. SEALING Vol MEMB. ROOFING UNDER COPING STRIP OVER COPING CONT. MEMB. SEALING TURN EYEBOLTS VERT., TYP. PREFINISHED MET. COPING MEMB. ROOFING UNDER COPING STRIP OVER COPING MEMBRANE FOOR W/O STOP SYSTEM PREFINISHED MTL. MEMBRANE FOOR COPING SYSTEM S. ST. SHOULDER EYEBOLT 1 1/2" WIDE x .050 (05500) EPDXY ANCHORED PREFINISHED MET. STRAP ,r TO SOLID GROUTED CMU SPACER 2'-0" O.C. MAX. (2) 2"x4" TREATED WOOD - (STAGGER W/ BRACKETS)_= -- PLATES FASTENED TO CMU F -- l I TREATED WOOD II oI WITH 1/2"0 ANCHOR BOLTS ® PLATE SECURED TO PREFINISHED MET. GUTTER - 48" O.C. CMU WITH 1 /2"0� i i : I. W/ 1/4 GALV. WIRE I ANCHOR BOLTS �� ROOF STRUCT., SEE REINFORCED CONCRETE SCREEN ® EA. ; ROOF STRUCT., SEE 48" O.C. �- STRUCT. WALL PANEL DOWNSPOUT, NEW GUTTER STRUCT. TO MATCH EXISTING R 10"x10" GUTTER SIZE AND ---- CMU BOND BEAM PROFILE JGROUTED SOLID, SEE STRUCT. 8"x8" PREFINISHED MET. DOWNSPOUT TO MATCH EXIST. —�— DOWNSPOUTS IN SIZE ABD PROFILE i RWC STRAPS 48" O.C. VERT, GUTTER DETAIL 14 COPING DETAIL 13 BANNER EYEBOLT PLAN DETAIL 12 NOT USED 11 REF.: SOURCE: VER. 1.2003 1 1/2" = V-0" REF.: SOURCE: VER. 1.2003 3/4" = 1'-0" REF.: 01/A4.1 SOURCE: VER. 1.2003 1 1/2" = V-0" REF.: SOURCE: VER. 1.2002 NTS LAP NEW ROOF MEMBRANE OVER TILE ON 1 2" GLASS MAT FACED I , / EXIST. ROOF EXT. SHEATHING ON 5/ 8 CD-EXT. MEMBRANE PER EXIST. MEMBRANE i i PLYWD. SHEATHING ROOF MAUF. ROOF SYSTEM NEW ROOF RECOMMENDATIONS MEMBRANE i CONT. SEALANT I I ROOF INSULATION I I 16" O.C. ATTACH — — — — — — — — — � i i T OSSTDUDS I I I 7__ I I I � I I z - --- -- ------ --- CD Q I + + 1 m I I -------------------- B.O. FRAMINGdh w 9 2 1 B NEW. ROOF EXIST. ROOF STRUCT., SEE CONT. STEEL STRUCT. STRUCT. PLATE ¢ 1 1/2" EIFS ON CD-EXT � PLYWD. SHEATHING 00 CONT. V-GROOVE DRIP EDGE ROOFING SPLICE DETAIL 09 NOT USED 08 CANOPY SOFFIT 07 NOT USED 00 REF.: SOURCE: VER. 1.2003 3" = 1'-0" REF.: SOURCE: VER. 1.2003 NTS REF.: A5.2 SOURCE: VER. 1.2003 1" = 1'-0" REF.: SOURCE: VER. 1.2003 NTS INTERIOR F.O.M. DOOR ANGLE GUIDES STUDS 4" L. 1/2"0 w/ 1 "0 HEAD SECTIONAL DOOR FULL WELD TYP. EA. ANGLE GALV. 6% 1/4" CONT. JAMB PLATE GALV. L3 x 3 x 1 /4 W/ 1/2" DIA. x 41. STUDS 8"O.C. NOT USED 05 NOT USED 04 -SECTIONAL DOOR JAMB DETAIL 03 NOT USED 02 NOT USED 01 REF.: 04/A5.2 SOURCE: VER. 1.2003 NTS REF.: A5.2 SOURCE: VER. 1 2003 NTS REF.: SOURCE: VER. 1.2003 3" = 1'-0" REF.: SOURCE: VER. 1.2003 REF.: SOURCE: VER. 1.2003 NTS 4J W 0 Of z U 0 o Q 0= -w Q N N W r Q ~ O i� J—�WN ti �"U-1 C -d Qz® Q C LLJ W 0 0 E— I® U_ � O r z /� W �..J r CO 06 zOLJJ L'<(z)00 o Ln mo�o�� d w Or:-, ao < M 00 O mo—o J C) cc) � Qm [if LU to z 0, : ma x W mmo DISTRIBUTION: DATE: Prototype Ver, 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAM/N: CHECKED: RDM CwC Professional of record proctici as an individual AU,L_; .I 1 0 0 � RA L R. SHAW ROFESSIONAL OF RECORD PHONE: 314-821-1100 LICENSE NO. AR008701 2/28/05 DRAWING TITLE: EXTERIOR DETAILS A6. 1 C V) 4J 4- 0 � z U oN N o w Q z ti -J -� w N _j C p LLJ U i- w LL z �: � � w �00 o < Z m U U) �oi C00 IDDO Q o D M LL- Ln dw� L-I �co �Qm �00 M0 0-o—o 00�% W mo � I I I DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: AMR/RDM CDN Professional of record a ticin dW an individual ALPH R. SHAW PROFESSIONAL OF RECORD PHONE: 314-821-1100 2/28/03 LICENSE NO. AR008701 DRAWING TITLE: ENLARGED PLANS AT EXTERIOR SIDE 1 01 EXIST. 7-1/4" CONCRETE PANEL op, - - - - - - - �_� EXIST. 1 HR. DEMISING WALL 3 4 ® 7/8"x20 GA. METAL FURRING INTERIOR SIDE CHANNELS @ 16" O.C. EXTERIOR SIDE 5/8" GYP. BD. ON 3 5/8" METAL STUDS @ 16" O.C. AT TYPE P3a ONLY P2 01 1 ® 5/8" GYP. BD. TO 4" ABOVE 07, INTERIOR SIDE ACTOR TO BOTTOM OF ROOF Nv DECK WHERE NO CEILING OCCURS ELEVATION 2 1 EXTERIOR SIDE ®SLW-1 W/ ALUMINUM 30'-1 1/2" (HOLD) 1 INSERTS TO 14'-0" A.F.F. 13'-1 1 /4" 4 7/8 4'-3 1 /2" 5'-0° 4 1/4" 20'-9 1 /8" 4 7/8" 8'-7 1/4" 2'-7 1/4" 8'-6 5/8" (SCREWED & GLUED TO P3 SUBSTRATE) REF. 04/A8.1 /" 47/ 8 EXIST. Eg ® 5/8" FR. TR, PLYWD. P5 4 3/4" SLATWALL 3 4 7 SUBSTRATE P1 RETURN SIM. / 9 ® 5/8" GYP. BD. TO P10 P6 [�� I INTERIOR UNDERSIDE OF ROOF DECK 111 P8 CORRIDOR 00 CC-2 114 Eg Q CONT. BOTTOM TRACK �20 -'�J __ BRIDAL I PARTITION IS AN SECURED TO CONC. WITH ----- FRP-1 BREAK II VENDING - REGISTRY co EXISTING WALL OF SIMILAR POWDER ACTUATED TYP. ALL ROOM - II MACI INES -� 112 01 N 91�, CONSTRUCTION AS P3 FASTENERS 16" O.C. c WALLS 0 A5.1 ❑ COAT RACK " ®O© © CONTINUOUS ROOF o 03. P6 VSF-1 ELEVATION 1 P10 SIM. W/ SHELVING $` `, 4 DEFLECTION TRACK SECURED w P2 8'-9 3/4" 4 7/8" 3' 0° 8'-;1 1 /8" 3 2 1 ' P4 TO BOTTOM OF ROOF DECK / \ 4 7/8„ a/ 05 A9.1 _ 7 REF. 19/A8.1 P3 P6 = ____= T T \P6 -- - q. P6 1, P4a v I N SIM. d _ co PARTITION P4a IS AN o7 METAL STUDS 16" O.C. TO P4 ;123 0 0 - ------ - _ STRUCTURE ABOVE. REFER TIME MIST I I - , a T2 FAX/COP 1 co EXISTING WALL OF SIMILAR I = I �,LOCKERS (10300) I I 124 I I TO LARGE SCALE PLANS & DISPENSER (10300) Ln `- I 11 OD! I 16 �, MACHINE CONSTRUCTION AS E P10 SIM. 1 a N � 48 r ; ; $ ,� � LOCATION & QUANITY L - - - J ; ' T2 4 7 8" _ SECTIONS FOR FRAMING SIZE &GAUGE sIM. o I ' PER BBB PROJECT MGR. I I I I � I o �91 _--�I �- _, o CG-1 d ° i 06__ ------- GENERAL GENERAL 4 4B AT 2» P6a 03 I OFFICE i �� SLATWALL ®3-1 / SOUND ATTENUATION _ - __" ___ BATT INSULATION 00 �I P31 sIM _ _ i 205. I l I - - - - I 1 - 1 I I I TORE P5 1115 � - I � � 11 8. N ; CPT-�1 '�,, ,!i ; ; MANAGER P6 � P5a CG-1 +. 'r ., �, >1�-, 7 4 P4a I I 6 I olw I I I 201 05 I $ �;> I P9i 11 ---- ' A5.1 Ln �9 5/8" MOISTURE RESISTANT 1 Iw-'w �° IM• 17 I 06 CPT-1 GYP. BD. PER FINISH DELETE 4 ONE SIDE OF P5a P4 2 4 I. � N , I 8 8. sIM. SCHEDULE EXISTING "HI-LO" Z = 06 8. I P6 O 11 A9.1 2 ASSISTA 8. I I DRINKING 9 � UUI�i MANAGE P9 _ ; FOUNTAINS TO P7a ---- $ I - I P5a REMAIN. DRINKING 2 - ... ,__16 Alf I 2O2r, I P4 CLR. FOUNTAINS TO BE P4a I COUNTERTOP _ �,, ; ----- � COUNTERTOP ________ _______________ ___ 8 10 SECURITY WIRE, MESH SERVICED TO I 2 I CPT=1 P3------------ -- -�' & SHELVES �` P3 ®O 6 (05500) TO 12 -0 A.F.F. ON ENSURE PROPER -- E 7T; 106 I & SHELVES P3 I P3 WORKING CONDITION I ; ! I - �r I I ❑ - BED BATH &BEYOND SIDE l - EXIST. 3 � P3a � < P6a 7 9 J- C� P7a CASH CG-1 0 --__ -- OFFICE r (� 203 PARTITION P6a IS AN _1 — _ EXISTING WALL OF SIMILAR WBB _o WALL FIELD REF. 0 3 TYP. ELEC DWGS. & CONSTRUCTION AS H 3 10 X.. " ; 0C 5 TYP. 17/A8.2 - 09 8' /4„ /4„ r I „„ 14-6 1/4 8 g 2 I 7 1 /4 8'-0 5/8 g -0 -1 3 4 2 - 4 7/8" S 5 < TYP. 4 1/4" 4 7/8„ 4 7/8" 8 P7 Ile P6a P4a 4 $ 41 -7 7/8 (HOLD) P4a - i 1 3 9 P7a OR 2 16 A9.1 7 9 F.; - 113 WOM EN S TILT. ` .: I , SIM. 107 _ v 6 PARTITION E IS AN CC-2 4 i 1 TOILET ROOM(S)ITEMS BOBRICK EXISTING WALL OF SIMILAR 116 EXIST. ..... CONSTRUCTION AS P7 CG-1 ! I 10 SURFACE SOAP DISPENSER EXISTING P4 oO ' 0 d Q SURFACE SOAP DISPENSER B-82216 ------- 20 TOILET TISSUE DISPENSER, SURFACE MOUNTED EXISTING ®05 113 TIME MIST 1a ® TOILET SEAT COVER DISPENSER EXISTING P6a DISPENSER (10300) P2 / J ® SANITARY NAPKIN VENDOR, SURFACE MOUNTED EXISTING P8 P4 w < SANITARY NAPKIN DISPOSAL, SURFACE MOUNTED EXISTING 7 9 4 7/8" 5,_0„ 4 7/8" 18'-0" 60 PAPER TOWEL AND WASTE RECEPTACLE, RECESSED EXISTING EXIST. MIRROR EXISTING 80 COAT HOOK & BUMPER EXISTING NOTE: GYP. BD. TO 6" BELOW Q DIAPER CHANGING STATION 8-2200 CONTRACTOR TO SURVEY EXISTING TOILET ROOM ACCESSORIES FOR MISSING AND/OR DAMAGED ACCESSORIES, PROVIDE A LIST TO BBB CPM ROOF DECK (CASH 10 GRAB BAR, TWO WALL EXISTING FOR REVIEW. OFFICE SIDE) BREAK ROOM._ ITEMS P9 11 PAPER TOWEL ROLL DISPENSER B-253 7 g JANITOR CLOSET ITEMS 0 GENERAL NOTES: MOP HOLDER B-2231 -SEE SHEET A2.3 FOR FLOOR FINISH LEGEND. IN CASE OF SHARED DEMISING WADS: -SEE SHEET A2.3 FOR TRANSITION LEGEND. -PARTITION DIMENSIONS SHOWN ARE TO FACE OF FINISH (GYP. BD. GENERAL NOTES: 60 OR CMU) UNLESS NOTED OTHERWISE. -REF. DETAIL 08/A8.2 FOR LOCATION OF GROMMET CUTOUTS - �� -MEN AND WOMEN TOILET ROOMS ARE EXISTING HANDICAP FOR COUNTERTOPS (TYP). ACCESSIBLE TOILET ROOMS. EXISTING PLUMBING FIXTURES, TOILET R FLOOR FINISH LEGEND. P10 P11 PARTITIONS, ACCESSORIES, & FINISHES ARE TO REMAIN. -SEE SHEET A2.3 FO -EXISITNG CERAMIC TILE AND COUNTER TOPS TO BE THOROUGHLY -SEE SHEET A2.3 FOR TRANSITION LEGEND. -PARTITION DIMENSIONS SHOWN ARE TO FACE OF FINISH (GYP. BD. 8 7 10 8 7 10 CLEANED. OR CMU) UNLESS NOTED OTHERWISE. 1 LAYER OF 5/8" GYP. BD. (EA. 1 LAYER OF 5/8" GYP. BD. (E . SIDE) TO UNDERSIDE OF ROOF DECK. SIDE) TO UNDERSIDE OF ROOF DECK. EXISTING NEW LEGEND: 1 HR. RATED DEMISING WALL 1 HR. RATED DEMISING WAL PLAN NNORTH = WALL BUMPER PLAN NORTH L = CORNER GUARD TOILET ROOM PLAN 04 SERVICE CORE FLOOR PLAN 02 PARTITION TYPES 01 REF.: A2.2 SOURCE: VER. 1.2003 1/4" = 1'-0" REF.: A2.2 SOURCE: VER. 1.2003 N.T.S. REF.: A2.2 SOURCE: VER. 1.2003 1/4" = 1'-0" _ & -6 C +N+ � J 0 � z U 0 o Q 0� u � ti � o Q W M � n- 0 � w L z 0, I- WOO oQZ m RE (D r 06 zow>DODOLn w�Qoc� mw �o0 o�� I 00 �wLj�CcD �. w z .-. Q m C° 00 0 Q [If J Z � � m�omx LLJ 0 Ln Z:a% W m ul LL DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: RDM CDN Professional of record procticilrN as an individuallL RA L R. SHAW ROFESSIONAL OF RECORD PHONE: 314-821-1100 2/28/05 I ICFNSF Nn ARnnR7n1 DRAWING TITLE: ENLARGED PLANS A7.2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: August 22, 2003 Business Address: I11 Towne Center Circle Occ. Ch. #34 New Mercantile Business Name: Bed Bath & Beyond Ph. ( ) Contractor: Kennedy Contractors Ph. (561) 434-1300 xx 1307 Fax. (561) 434-1300.xx16 Architect/Engineer: Casco Ph. (314) 821- 1100 Fax Reviewed [ J Revewed,¢w><th comment [ X a Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner 77 Comment: Plans reviewed as Mercantile Occupancy. Class "B" per L.S.C. Fl) reserves right to require applicable code requirements if occupancy use changes Sprinkler plans to be submitted or review, permitting, and inspections If sebarafe'cert;fiPrl ��„rr��t�,•���I„o� ,;n';a��,�......�-a r a inspect Ions Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with construction plans. Fire Alarm plans to be submitted for review, permitting, and inspections. 1.1 Application —Existing Building Type IV 1.2 Mixed — N/A 1.3 Special Definitions — "Class B Mercantile " more than 27, 032-Sd ft, 1.4 Classification of Occupancy — New Mercantile 1.50assification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 1 SANFORD FIRE DEPARTMENT FIRE PRE VENTION DIVISION 300 N. Park Ave., Sanford, Ft. 32771 / P. . Box 1788, Sanford, Ft. 32772 (407 302-2520 / FAX Pager (407) 918-0395 2.2 Means of Egress Components — Shall be in accordance with Chapter 47 of Florida Fire Prevention Code Three (3) separate exits 2.3 Capacity of Egress —Per L.S.C.-2001 2.4 Number of Exits — O.K. Three (3) separate exits 2.5 Arrangement of Egress — O.K., will field verify 2.6 Travel Distance — O.K., Per 36.2.6 2.7 Discharge from Exits — O.K., will field verify, Ok, PER 36.2.6 2.8 Illumination of Means of Egress — O.K.; will field verify test under battery back up 2.9 Emergency Lighting — Fire Department M11 require 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish —Class "A" "B" ications Systems — "� per NFPA 72, Provide 3.4 Detection, Alarm and Commun monitorsn Q of f ire sprinkler yVste "' and all fire sprinkler valves ,. each exit 3.5 Extinguishing Requirements — as per NFPA 10, provide seven one (7) 4A60BC 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities — as per provisions of section 9.1 5.2 HVAC - rovide duct detectors or all A/C UNITS OVER 2000 C.F.M. 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Required; also see 3.5 above 2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Monitoring: Required by a UL listed Central Station for all mandated fire sprinklered properties Other: NFPA 1 3-5.1 Fire Lanes — Required up date existing lanes in front of store 3-6.1 Key Box — Required; will field verify see application 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify, see blue prints EXIST. ROOF STRUCT. EXIST. ROOF STRUCT.----\ EXIST. MET. F•2 STL. TUBE EXIST. METAL DECK STUD FRAMING I BEYOND (2) L3x3x1 /4 (EACH SIDE OF I f HSS). DO NOT WELD TO HSS. EXIST. E.I.F.S i I 3 5/8" MET. � (� I f B.O. MET. ACK & PLYWD. STUDS @ 16 Lni B.O. MET. D CK 11 f �'l u 1 f I f Fill, 10877 WATSON ROAD - EIS 3x3 SHEATHING. O'C' ST. LOUIS, MO 63127 T.O. MET. STUDS ONT. J-BEAD TYP. 3/16 EA. JOIST REPA R PATCHAE.F.S. - - - - - PROJECT MANAGERS CONT. J-BEAD TYP. T.O. GYP BD. &MET. STUDS ---------------------------------- ___-----------__-___ TOP OF_ STEEL REQ'D 7/8" ME AS T. � ° VARIES � FURRING WHERE PARTITION IS (2) SLIP CLIPS (09260) ® (2) SLIP CLIPS (09260) ® �' I� 2"x4" WOOD CHANNELS @ EACH MET. STUD, SCREW + 16" O.C. PARALLEL TO DECK FLUTES PLATE PROVIDE 20" x 4" x 12 GA. EACH MET. STUD, SCREW TO TO DEEP LEG TRACK ONLY FASTENED TO FIRE TRACK ONLY STL. PL. 24 O.C. (2 PL. S EA. 3x3 MET. STUD BETW. JOIST) 2 TEKS DEFLECTION TRACK/ RATED DEEP LEG TRACK SCREWED I 3/16 EA. SIDE OF HSS FRAMING SCREWS EA. FLUTE CONSTRUCTION JOINT SYSTEM WHERE PARTITION IS PARALLEL TO MET. DECK ONLY EXISTING JOIST I I 5/8" GYP. BD. (09260), SCREW TO MET. TO DECK FLUTES PROVIDED„ 20" TYP. I BACKER ROD CEILING FIRESAFING AS REQ'D TO FILL DECK ONLY x 4 x 12 GA. STL. PL. 24 & SEALANT I PARTITION AS SCHED., DO VOID W/ SMOKE SEAL O.C. (2 PL.'S BETW. JOIST) 2 NOT FASTEN TO DEEP LEG (2) L3x3x1 /4 x 12" I I BACKER ROD & COMPOUND EA. SIDE TEKS SCREWS EA. FLUTE I I TRACK LG. DO NOT WELD CAULK (FULL PARTITION AS SCHED., DO TO HSS. I HEIGHT) NOT FASTEN TO FIRE TRACK INSUL GLAZING Aj (08800) 11" .01 RATED DEFLECTION SECTION 20 DEFLECTION PARTITION SECTION 19 WIND COLUMN SUPPORT 16 STOREFRONT SECTION DETAIL 16 REF.: SOURCE: VER. 1.2003 3" = 1'-0" REF.: SOURCE: VER. 1.2003 3" = 1'-0" REF.: SOURCE: VER. 1.2003 REF.: SOURCE: VER. 1.2003 3" = 1'-0" F.2 1 /2" RISER/CLOSURE BY DOOR UNIT 1 /2" DIA. x 4" ST. SS 6x6x1 /4 BEAM MFR. STL. THRU BOLT , 1 0„ PAINTED PTD-1 EPDM MEMBRANE T.O. FIN. FLR. (2) L6x4x1/4x3" W/ 4 2 ISOLATING PAD FULL WEL TO HSS BETW. STL. & AL. BEAM PAI TED SURFACES TYP. (VESTIBULE SIDE) PT -1 —� 1 SIDELITE EA. SIDE I F§i C•- 1 /2" THRESHOLD, (1: 2 MAX. SLOPE) BY DOOR UNIT MFR. IN SEALANT BED (AT EXTERIOR DOOR UNIT) t1o6 +' I 8. w 4- J 0 U VSF ENTRANCE MAT (IN VESTIBULE) `'� of (10500) ON CONC. 8.0. HSS 3/4 0 0 < 11'-3" T.O. FIN. FLR. N o Q Z ti cV w�unnliiiuiiuuuuuflullnulllul1tL111 HSS COL. C � �' U � (VESTIBULE SIDE) DOOR OPENING BEYOND w i- w u- Q Z BRAKE METAL CLOSURE (BEYOND) @ COL. C '�, Lu O O DETAIL SHOWN AT INTERIOR AUTOMATIC SLIDING z ENTRANCE DOOR / EXTERIOR CONDITION SIMILAR. 0 w C7 (TERMINATE @ B.O. HSS BEAM o Q P ENTRANCE DOOR SECTION DETAILS 15 NOT USED 14 NOT USED 13 NOT USED 12 STOREFRONT SECTION DETAIL 11 0° ° r U) REF.: SOURCE: VER. 1.2003 3" = 1'-0" REF.: SOURCE: VER. 1.2003 3" = 1'-0" REF.: SOURCE: VER. 1.2003 NTS REF.: SOURCE: VER. 1.2003 NTS REF.: SOURCE: VER. 1.2003 3" = 1'-0" x oC,3 co F.2 � C) Do 00 mo>-oo -d Go (D BRAKE METAL CLOSURE 1 000 _ < m DO (BEYOND) @ COL. C7 ¢ � J z ^� (TERMINATE @ B.O. HSS BEAM — Q m a_ CDO ©°: ory zrnx w O co �`.Q 1 /2" DIA. x 4" ST. STL. m u LL_ THRU-BOLT TYP. NOT USED 07 (2) L6x4x1/4x3" W/ FULL WELD TO HSS [PERMIT ISTRIBUTION: DATE: REF.: SOURCE: VER. 1.2003 NTS PTD-1 I i rototype Ver. 1.2003 02/15/03 NOT USED 05 08/11/03 REF.: SOURCE: VER. 1.2003 NTS EPDM MEMBRANE BID 08/11/03 NOT USED 10 NOT USED 09 NOT USED 08 NOT USED Q4 ISOLATING PAD BETW. REF.: SOURCE: VER. 1.2003 REF.: SOURCE: VER. 1.2003 3" = 1'-0" REF.: SOURCE: VER. 1.2003 NTS REF.: SOURCE: VER. 1.2003 NTS STL./AL., TYP. 1-4"x4"x1/4" WELDED TO PAINT STL. TUBE BEAM 1 TUBE COL. & BOLTED TO AND COLUMN TO MATCH EXIST. MET. TUD WALL & 8. EXIST. CONC. FLOOR W/ STOREFRONT COLOR GYP. BD. SHEATHING. PATCH, 3/4"0 EPDXY BOLTS I REPAIR REPLACE GYP. BD. AS HSS 4x4x1/4 BEAM REQ'D. PROVIDE ADDITIONAL HSS 6x6x1 4 BEAM HSS 6x6x1/2 STUDS AS REQ'D. STOREFRONT PLAN DETAIL 06 EXIST. MET. STUD / - - - - - - FRAMING & GYP. BD. ABOVE W/ FULL COLUMN SHEATHING. PATCH & WELD TO STRUC. REF.: SOURCE: VER 1.2003 3" = 1'-0" BACKER ROD & COL. REPAIR GYP. BD. AS CAULK (FULL REQ'D. PROVIDE CF2)1 - - - - '- EXIST. BENT STEEL HEIGHT) ADDITIONAL MET. STUDS PLATE ATTACHED TO ARCH. PROJECT # BBB PROJECT# AS REQ'D. MET. STUD TO BE 1/4 WD. BLKG. I BACKER ROD & REMOVED INTERMEDIATE HORIZONTAL DRAWN: 82 CHECKED: BBBXXX AL. STOREFRONT TYP. - - - CAULK (FULL HEIGHTAL. SECTION AMR/RDM CWC } SEALANT AL. SLIDING INSUL. GLAZING (08800) Professional of record ractic g a ENTRANCE DOOR _ 1/4" WD. BLKG. AL. BASE BED IN SEALANT an individu I, UNIT C) AL. STOREFRONT TYP. - I AL. SLIDING EXIST. MET. STUD WALL ENTRANCE DOOR & PLYWD. SHEATHING FIN. FLR AS SCHED. UNIT I AU ' lE_=J RAL H R. SHAW PROFESSIONAL OF RECORD BACKER ROD & SEALANT HEAD OF FRAME TO PHONE: O. AR0087 ~ BACKER ROD & ALIGN WITH FACE OF I SEALANT CMU VENEER FACE LICENS02/28/OR008701 EXIST. E.I.F.S. ABOVE REINF. CONC. SIDEWALK „ DRAWING TITLE: HEAD OF FRAME TO W/1 /2 E.J. SEALANT & ALIGN WITH FACE OF 10 5/8" COMPR. FILLER INTERIOR EXIST, E.I.F.S. ABOVE � DETAILS M.O. STOREFRONT PLAN DETAIL 03 5.9 REF. A2.2 STOREFRONT PLAN DETAIL 02 STOREFRONT SECTION DETAIL 01 REF.: A7.1, A7.2 SOURCE: VER. 1.2003 3" = V-0" REF.: A7.1, A7.2 SOURCE: VER. 1.2003 3" = 1'-0" REF.: SOURCE: VER. 1.2003 3" = 1'-0" A8.1 NOT USED REF.: 11 V. z >C 15 SOURCE: VER. 1.2003 COL. REF. STRUC. SLATWALL TRIM (10300) SLATWALL (10300) ON 5/8" PLYWD. ON 7/8" X 20 GA. F.C. TO 14'-0" A. F. F. MET. FRAMING W/ MIN. DEPTH REQ'D FOR ELEC. OUTLET, WHERE REQ'D PER ELEC. DWGS. SLATWALL FURRING @ COLUMN 10 REF.: A2.2 SOURCE: VER, 1.2003 1 1/2" = 1'-0" CENTER COLUMN FURRING IN BLDG. COL (MAY VERY) AISLE (AS CLOSELY AS CO 04 POSSIBLE) 8• SLATWALL TRIM (10300) GLUED TO SLATWALL SLATWALL (10300) I ON 5/8" PLYWD. ON 362S162-33 MET. FRAMING TO ~ 14'-0' A.F.F. C� =LEC. OUTLET REF. ELEC. (MOUNT )N OPPOSITE SIDE )F TRAFFIC FLOW) NOTE: COLUMN WRAP SHALL NOT EXCEED DIM'S SHOWN. SLATWALL FURRING @ COLUMN 05 REF.: A2.2 SOURCE: VER. 1.2003 1 1/2" = V-0" NOT USED REF.: NOT USED 18 REF.: 20/A7.1, 13/A8.2 SOURCE: VER. 1.2003 3/4" =1'-0" 14 NOT USED 13 SOURCE: VER. 1.2003 REF.: 20/A7.1 SOURCE: VER. 1.2003 1/4" = V-0" 5/8"x5/8" AL. ANGLE GLUED TO SLATWALL TYP. SEALANT F.O. LF.O. WALL BACKSPLASH 3" DIA. CUT-OUT WITH WHITE PLASTIC GROMMETS � I I I N 1'-0" 1 2'-0" TYP. I 1,_01) MIN.@ END FULL LENGTH MIN.@ EN INTERIOR STOREFRONT DETAIL 09 COUNTERTOP DETAIL 08 REF.: A5.1 SOURCE: VER. 1.2003 3" = 1'-0" REF.: 02/A7.2 SOURCE: VER. 1.2003 3/4" = 1'-0" NOTE PROV IDE SLATWALL TRIM 48" (10300) @ ALL EXPOSED EDGES TYP. 1" FILLER PARTITION SUBSTRATE 16" D WALL--"-, AS SCHEDULED CABINET W/ -' ADJ. SHELVES <'---------------\\;;; SLATWALL SCREWED & GLUED (06200) -' N TO SUBSTRATE; CONCEAL #8 \' I �,�-'� GFI DUPLEX TRUSSHEAD DRYWALL SCREWS z _ 16" DEEP -,,,RECEPTACLES BEHIND INSERT TYP. @EVERY I- MICROWAVE STRUCT. MEMBER (HORIZ.) SHELF 01 '_0" AND EVERY INSERT (VERT.) �' P. LAM. COUNTERTOP/ 5/8"x5/8" AL. ANGLE CAULK 4" BACKSPLASH GLUED INTO CUT EDGE OF �- `fl & SIDEWALL SLATWALL TYP. _.__ RETURN (06200) SINK VB-3 @ COLUMNS (VB-1 @ WALLS) ATTACHED 4" WIRE CAB. - TO SUBSTRATE PULLS (08710) FIN. FLR. 24"D BASE CABINET '� 1" FILLER VD�2 SLATWALL / BASE DETAIL 04 "BREAKROOM" ELEVATION 03 REF.: A5.1 SOURCE: VER. 1.2003 3" = 1'-0" REF.: 02/A7.2 SOURCE: VER. 1.2003 1/2" = V-0" EXTEND WALLFIELD ABOVE DROP CEILING 3" FOR WIRING ACCESS ACT CEILING FLUSH MOUNTED OUTLETS TYPICAL/ REF. ELEC. DWGS. 5/8" B-D INT. PLYWOOD BACKBOARD PAINTED WHITE, ON 3-5/8" x 8'-0" MET. STUD @ 32" O.C. VERT. GYP. BD. ON INSUL. MET. STUD WALL z U FINISH FLOOR SECTION @ WALLFIELD 17 REF.: 02/A7.2, 01/A8.2 SOURCE: VER. 1.2003 1/2" = 1'-0" Fni IAI n'_n" 14" x 3/4" SHELF TYP. EXISTING LAVATORY COUNTER. TO REMAIN EXISITNG COUNTEF & BACK`. EXISTING SUBFRAMI PROVIDE CLEAR SILICONE SEALANT AT ALL DISSIMILAR MATERIALS LAVATORY COUNTER DETAIL 07 REF.: 02/A7.2 SOURCE: VER. 1.2003 3/4" = 1'-0" EXTEND MET. FRAMING ABOVE T.O. SLATWALL PTD. WHITE FR.TR. WOOD BLOCKING 0 (PTD. WHITE) ANCHORED TO MET. FRAMING DOORBELL I 1 9 I I SLATWALL FURRING @ COLUMN TO 14'-0' A.F.F. ELEVATION (ON 5/8" PLYWD. ON 3 5/8" X 20 GA. MET, FRAMING) EXTEND MET. FRAMING (PTD. WHITE) ABOVE T.O. SLATWALL FR.TR. WOOD BLOCKING (PTD. WHITE) ANCHORED TO MET. FRAMING PARTIAL PLAN REFER TO ELEC. DWGS. FOR DOORBELL LOCATION DOORBELL MOUNTING DETAIL 02 REF.: SOURCE: VER. 1.2003 1 1/2" = 1'-0" 3/4" WD./P.LAM SHELF PROVIDE 1-1/4" DIA. WD. ROD SECURE @ END WALLS & THROUGH CENTER PANELS i FINISH FLOOR COAT RACK DETAIL REF.: 02/A7.2 r- l I A I 3/4" WD./P.LAM BACKSPLASH WD. BLKG. 3/4" WD./P.LAM SUPPORTS @ 4'-0" O.C. 10 SOURCE: VER. 1.2003 1/2" = 1'-0" SHELF SUPPORTS 32" O.C. MAX. 4" P.LAM BACKSPLASH 3/4" WD./P.LAM COUNTERTOP 3/4" x 3" WD./P.LAM. 3/4" WD./ P.LAM. SUPPORT @ 4'-0" MAX. O.C. (TYP.) GENERAL OFFICE ELEVATION 11 REF.: 02/A7.2 SOURCE: VER. 1.2003 1/2" = V-0" VERT. SHELF SUPPORT @ 32" O.C. NOTE: 14"x3/4" P.LAM SHELF REF. #01 & 11/A8.2 FOR ADDITIONAL SHELF BRACKET & SHELVING INFO. SUPPORT (TYP.) 0 3" WIREWAY - REF. DET. 08/A8.2 "�' P.LAM COUNTERTOP 2'-6" 3/4" WD./P.LAM BACKSPLASH 3I PTD.TTOxMATCH WALL/ nl Q 6„ L�j\ � `-2" DIA. WIREWAY Q0 CUT-OUT (EXCEPT @ OUTSIDE SUPPORTS) N 3/4" WD./P.LAM FIN. FLR. `o SUPPORT @ 4'-0" O.C. COUNTER WITH SHELVES DETAIL 00 REF.: 02/A7.2, 01/A8.2, 11/A8.2 SOURCE: VER. 1.2003 3/4" = 1'-0" I 14"x3/4" WD./ P.LAM SHELVES L F. ELEC.GS. FOR MET. SHELF BRACKET LLFIELD & SUPPORT (TYP.) LAYOUT 0"D x 3/4" WD./ P.LAM SHELVES W/ ADJ. SIDE STANDARDS & CLIP I BRACKETS STORE SAFE 0 (1030001\\ C�o 4 or �LEAR CLR. CLR. \\ -6 D _C - w 4-- 0 � � z 0 U Q 0� is < N W ti o Wti N n" C �3 o L>- U WLL z �: it w O O m 0 � <z PC/) 06 o V) U U > c) Ln �-Qo m GD o o t o Do �iw�-�oo(0 .wz�� coILALo = m_ -loco J m U mo-o U LLJ0 In z rn Q W m U LL_ DATE: [DISTRIBUTION: rototype Ver. 1 22003 02/15/03 ERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT # BBB PROJECT# 903282 DRAWN: AMR/RDM BBBXXX CHECKED: CWC/CDN M• 3/4" WD./p P.LAM COUNTERTOP & Professional of record ractic an individu I. - BACKSPLASH I 2" DIA. WIREWAY CUTOUT (EXCEPT @ N. � _� � ?_003 OUTSIDE SUPPORTS) iz� RAL H R. SHAW PROFESSIONAL OF RECORD - N PH ONE: 314-821-1100 LICENSE N0. AR008701 02/28/05 N3/4" WD./ M DRAWING TITLE: SUPPORTS INTERIOR DETAILS CASH OFFICE ELEVATION 01 REF.: 02/A7.2 SOURCE: VER. 1.2003 1/2" = 1'-0" A8.2 FINISH NOTES: -ALL INTERIOR SURFACES - WHITE MELAMINE -ALL EXTERIOR SURFACES - WHITE MELAMINE -ALL WORK SURFACES - P.LAM-3 (WILSONART #D354-80 DESIGNER WHITE) -SLATWALL MATERIAL - -BUMPER GUARD - BOSTON BUMPER SERIES 50, BLACK -ALL DRAWER SLIDES - ACCURIDE #7800 -ALL HINGES - GRASS 120 DEG CONCEALED HINGES -ALL PULLS - 96mm WIRE PULLS (BRUSHED ALUMINUM) -SHELF STANDARDS & BRACKETS - K.V. BRAND LOCKS SELF LOCKING TYPE -BAGWELL ARMS - REEVE CO. -CONTRACTOR TO PROVIDE VB-3 AT CUSTOMER SERVICE DESK, REMOTE SERVICE DESK, AND REGISTER BAYS (CASH WRAP STORE FIXTURES) CUSTOMER SERVICE DESK FURNISHED (AS PURCHASED FROM BBB's NATIONAL ACCOUNT VENDOR) AND INSTALLED BY CONTRACTOR. CONTRACTOR RESPONSIBILITIES INCLUDE: 1. TAKE DELIVERY OF CSD COMPONENTS. 2. ASSEMBLE ALL CSD COMPONENTS. 3. INSTALL CSD COUNTERS. 4. INSTALL WALL BUMPER GUARDS (SERIES 50). 5. PROVIDE AND INSTALL VINYL BASE (VB-3). 6. PROVIDE AND INSTALL TELEPHONE/ DATA AND ELETRICAL COMPONENTS (REF: ELECT. DWGS.) 7. CONTRACTOR TO BE RESPONSIBLE FOR FREIGHT. 8. CONTRACTOR TO MAKE SURE THAT THE DESK ARRIVES NO LATER THAN 12 DAYS PRIOR TO DELIVERY DATE. 9. DESKS CANNOT BE ORDERED UNTIL BBB HAS GIVEN SPECIFIC DESK LAYOUTS TO THE NATIONAL ACCOUNT VENDOR AND FINAL DESIGNS WON'T BE AVAILABLE UNTIL 10 WEEKS PRIOR TO SUBSTANTIAL COMPLETION. C.S.D. FINISH NOTES REF.: 01/A8.3 SOURCE: VER. 1.2003 15 N.T.S. S-9 1 /2" 00 z 0 a w J W CU w z m Q U z 0 w J W 2 z_ m U cc c I g'-F" z J a_ U W z m a U 1 w z_ m U a r IJ z m U r- r CD I N Q0 I N 0 CABINET "D" ELEVATION \ CD I CABINET "D" PLAN Q,_7I, CABINET "A" PLAN M CABINET "A" ELEVATION v `, 2'_1" \ \ 0 z a J m W I— w z m U 9°-4" 4' \ 0 0 3'-9 1/2" C ._ w 4- J � z U o ry N � ti A o J W aCO pLLJ ' - }- UJ -0 a Q z p z C W 0 0 ~ LL 0 Q r Z m n (D U) 06 u W W n DO oho > W LLL¢CD OoO� mW DODO >_ pp I co W w ( CO ry=�wz�� o0 �¢m ¢ C)f J Z_CD m C p p �0�¢ W m U L`- DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11/03 ARCH. PROJECT # BBB PROJECT # 903282 BBBXXX DRAWN: CHECKED: FOR INFORMATION ONLY DRAWING TITLE: CUSTOMER SERVICE DESK DETAILS CUSTOMER SERVICE DESK PLAN 01 REF.: A2.1 SOURCE: VER. 1.2003 1/2" = V-0" C L1J 4- J 0 U CK 0 z U 0 Q +� Q N uJ (� U F- r- T o J W m C U v ¢ Z C Z � � L ® O 0 o Q m n 06 o (n `° owwDo00� w�Qo o� m CD 0 00 0 �� i Do �w��0� =<mz00 < _J C) m�000� LLJ < W m U L- DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: BBB FOR INFORMATION ONLY DRAWING TME: REGISTER BAYS FINISH NOTES: -ALL INTERIOR SURFACES - WHITE MELAMINE -ALL EXTERIOR SURFACES - WHITE MELAMINE -ALL WORK SURFACES - (P.LAM-3 (WILSONART #D354-80 DESIGNER WHITE) -SLATWALL MATERIAL - -BUMPER GUARD - BOSTON BUMPER SERIES 50, BLACK -ALL DRAWER SLIDES - ACCURIDE #7800 -ALL HINGES - GRASS 120 DEG CONCEALED HINGES -ALL PULLS - 96mm WIRE PULLS (BRUSHED ALUMINUM) -SHELF STANDARDS & BRACKETS - K.V. BRAND LOCKS SELF LOCKING TYPE -CONTRACTOR TO PROVIDE VB-3 AT CUSTOMER SERVICE DESK, REMOTE SERVICE DESK, AND REGISTER BAYS (CASH WRAP STORE FIXTURES) R.S.D. FURNISHED (AS PURCHASED FROM BBB's NATIONAL ACCOUNT VENDOR) AND INSTALLED BY CONTRACTOR. CONTRACTOR RESPONSIBILITIES INCLUDE: 1. TAKE DELIVERY OF R.S.D. COMPONENTS. 2. ASSEMBLE ALL R.S.D. COMPONENTS. 3. INSTALL R.S.D. COUNTERS. 4. INSTALL WALL BUMPER GUARDS (SERIES 50). 5. PROVIDE AND INSTALL VINYL BASE (VB-3). 6. PROVIDE AND INSTALL TELEPHONE/ DATA AND ELETRICAL COMPONENTS (REF: ELECT. DWGS.) 7. CONTRACTOR TO BE RESPONSIBLE FOR FREIGHT. 8. CONTRACTOR TO MAKE SURE THAT THE DESK ARRIVE NO LATER THAN 12 DAYS PRIOR TO DELIVERY DATE. 9. DESKS CANNOT BE ORDERED UNTIL BBB HAS GIVEN SPECIFIC DESK LAYOUTS TO THE NATIONAL ACCOUNT VENDOR AND FINAL DESIGNS WON'T BE AVAILABLE UNTIL 10 WEEKS PRIOR TO SUBSTANTIAL COMPLETION. R.S.D. FINISH NOTES 15 REF.: SOURCE: VER. 1.2003 N.T.S. 4'-1 1/2" "INSIDE" _ELEVATION 4'-1 1/2" PLAN 1'-7" 11 SIDE ELEVATION "INSIDE" ISOMETRIC S-1 1/2" "INSIDE" ELEVATION 3'-1 1/2" PLAN 1'-7 1 /4" SIDE ELEVATION FRONT ISOMETRIC 3-FOOT SERVICE DESK WITH 2 DRAWER REF.: SOURCE: VER. 1.2003 4'-1 1/2" 1'-7 1 /8t-- i "INSIDE" ELEVATION Q ❑ i 4'-1 1/2" PLAN Lll'-4"j SIDE ELEVATION FRONT ISOMETRIC 11 N.T.S. Ask -6 C 41 W 0 � z U o N 0 N � ti T W M C V °QazLL °, ° o Q�z m �UrU) 0 pwl'Irqao000 > w�QCD o��n o Do m0>-o I cc -dw�z�co =�mz(D o <� J z^o rn m�o�00 o� ooflnzmx w o C° Q Wm " `` m DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: BBB FOR INFORMATION ONLY DRAWING TITLE: REMOTE SERVICE DESKS 4-FOOT SERVICE DESK WITH 3 DRAWER REF.: SOURCE: VER. 1.2003 03 N.T.S. "INSIDE" ISOMETRIC 4-FOOT SERVICE DESK WITH 2 DRAWERS 01 REF.: SOURCE: VER. 1.2003 N.T.S. • 36" MAX. LrF,Lv X O m co Q 1- CD CD Z F m N ELECTRIC URINAL TOILET SEAT SANITARY WATER COVER NAPKIN COOLER DISPENSER DISPOSAL EA. STALL (WOMEN'S TLT. ONLY) EA. STALL RM RATH & RFYOND STANDARD ACCESSORIES LOCATIONS NOTE: PROVIDE WOOD BLOCKING PER MANUFACTURER RECOMMENDATIONS FOR ALL NEW ACCESSORIES. L-WALL BUMPERS TYP. (10300) WB-1 ELEVATION 1 NOTE: ELEVATION 1 ELEVATIONS 3 & 4 ARE SIMILAR TO ELEVATION 1 WDC-1. OPEN 0 i GYP-PTD-2 VB-1 WDB-1' (RETURN) ELEVATION 2 O� TOILET TISSUE DISPENSER EA. STALL B.O. SOFFITA& 7'—On BRIDAL REGISTRY ELEVATIONS 05 REF.: A7.2 SOURCE: VER. 1.2003 1/4" = V-0" X U Q Q W CIL' O L'-J � c) O� X Q cv Q [�� 'I — I cn < C 7 ,"] TOWEL DISPENSER & WASTE RECEPTACLE (LIMITED TO SIDE REACH ONLY - FROM WHEELCHAIR) N MIRROR BABY CHANGING STATION WASHROOM ACCESSORIES 10 REF.: SOURCE: VER. 1.2003 1/4" = 1'-0" TYP. (10300) WB-1 ELEVATION 2 EXIST. ROI STEEL GRI VEST. 1 B'-0 PAY PHONE DOOR BELL NOTE: DOOR BELL TO BE INSTALLED ON OPPOSITE WALL. DOOR BELL IS SHOWN FOR GENERAL INFORMATION EXISTING WALL TILE TO REMAIN. PATCH, REPAIR & CLEAN AS REQUIRED. o EXISTING ACCESSORIES ELEVATION 1 EXISTING TILE FLOORS & WALLS TO BE CLEANED. EXISTING ACCESSORIES TO BE PROPERLY CLEANED AND INSPECTED TO ENSURE PROPER OPERATION. REPLACED DAMAGED ACCESSORIES ELEVATION .1 tJUJI I INU L/-\VM I VR I COUNTER ELEVATION 2 NOTE: TOILET PARTITIONS ARE EXISTING CORNER GUARDS TYP. OPEN VB-2 WALL BUMPERS TYP. (10300) WB-1 ELEVATION 3 NG CONCEALED BLKG. PER MFR. PATCH & REPAIR WALL/TILE AS REQUIRED -1 EXIST. EXISTING TOWEL L—NEW BABY SOAP DISP. & WASTE CHANGING STATION DISP. RECEPTACLE TO TYP. FOR BOTH REMAIN WASHROOMS. ELEVATION 3 PATCH & REPAIR WALL/TILE AS REQUIRED. EXISTING WALL TILE TO REMAIN. PATCH, REPAIR & CLEAN AS REQUIRED. CORNER GUARDS TYP. a LEXISTING ACCESSIBLE URINAL ELEVATION 4 EXISTING ACCESSIBLE LAVATORY EXISTING GRAB BARS TO REMAIN EXISTING ACCESSIBLE TOILET FLUSH LEVER ON OPEN/WIDE SIDE TYP. WASHROOM ELEVATIONS 10 REF.: A7.2 SOURCE: VER. 1.2003 1/4" = 1'-0" VYdC-1 i EWC EWC \ VB-2 VB-2 EXISTING ELECTRIC TERMINATE WALL WALL BUMPERS WATER COOLERS BUMPERS ® WALL BUMPERS TYP. (10300) TO REMAIN CORNER GUARDS, TYP. (10300) WB-1 TYP. (10300) ELEVATION 4 ELEVATION 2 CORRIDOR ELEVATIONS 11 REF.: A7.2 SOURCE: VER. 1.2003 1/4" = 1'-0" SERVICE CORE ELEVATION 01 REF.: A7.2 SOURCE: VER. 1.2003 1/4" = V-0" C uJ 0 U � z U 0 �= +j fn Q V N w Q O LU co c: U_j QQzu- c : �� �- ® 0 0 d M a'- c) 06 ocn ww00opo�o 00 op ln wl<CD mLL- 00 I"000 oho 1 00 �0� �wz03^ �Qm CO00 Q 0:� m J Z — CD O O (�i 0— C) c o(c) Q DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBBXXX DRAWN: CHECKED: AMR/RDM CWC/CDN Professional of record ractic g as on individu AU[ 112003 RAL H R. SHAW PROFESSIONAL OF RECORD PHONE: 314-821-1100 LICENSE NO. AR008701 02/28/05 DRAWING TITLE: INTERIOR ELEVATIONS A9. 1 0 co 24'-11" 2'-4 3 8' 34-0" I I _4 6'_9" MAN OL DOOR 0 DOCK 6 7 108'-0 3/4' I 30-0" 30-6" I I I I 0 I I 37'-3" 0 • RECEIVING PHONE I o FlR� RISER RECEMNG LQCATION o 0 o N I ® I DUMPSTER II o O A RECEIVING TERMINAL/ REMOTE SERVICE D SK RTV AREA STOWI I I I DRAPES COVER EIS P S !/ 8' 0° 4'-(Y' j - — L J DUVET _ 1 0 QUIL S �o 4'-0' ❑ a 1 li - A I TOSS IIEHI EHI o 31'-5',. M I I 4t' PRINTS CD N , I DOWN L - 18'-7 3/8' Ell ---- ---- DINNERWARE FRAMES _ o 1 --- Pt RINTS } E---�-— i SOLIDS I b l z , 5'-6" 1 ; 03 � - I - REMOTE SERVICE DESK EEIHOME DES R FLANNEL raA I --- _ +— � --- — e SOFT KITCHEN I BLANKETS I — — --_ -- _ — — — � — I o _ ; 0 I zo I O N N PADS h o wewo+� I Z N u - 3 CIGFANING o N "• F Z CLOSETS'- ''-0" PILLOWS N I KIDDY REMOTE SERVICE DESK a N N 5'-g 6 21'-10 1/2" i ---- — I — - -- —co — LIGHTING ELECTRICS HARDWARE PROMO --- I- - --- E � ---- I I N O FURNITURE N ' C '—o" EE ---t--, - - - --� 01 1 5'-6" 3'- 0" -- N N -_ RUG - I ---- J - --- F �- REMOTE SERVICE DESK COOKWARE CD ETI SHOWERCMD o I o I KITCHEN BASICS � _g° -10 1 2 TYPICAL BANNER CONDO EHI __-- i ---- - - --- _ --- - (LENGTH MAY VARY BASED D 0 0 � t0 t C SSORIES ON AISLE WIDTH) N N __-_ i TOWELS4'-0 3/8`�? SEASONAL N O 1 Y-10 1/2" —� --- E SEAS SWING to 1/2" SCENT 3'-10 1/2" ao I I ( I 02 F1 / 9'-8 7 � 17'-7 3 8" _ 16 -- --❑ 8'-0" - , - � i I I Cd i tl WL."' SALES AREA I I t I o -- E I I ® I -= - ----- - =F 4 -0 FRAMED ART N ' 4' --- �-------- i � I r--1----f--T--L—'-j� REGISTER I I CUSTOMER BAYS (TYP.) I I SERVICE DESK -_ -- _--_- --- _------- _ -__ _-_ _- - - - - - -_-� — - ----- --------- 3/47 DIA. BANNER CONDUIT FURNISHED & INSTALLED WITH THREADED RODS & CONDUIT HANGERS BY CONTRACTOR, 126'-6 1/2" CLEAR INTERIOR DIMENSION ALL BANNER CONDUIT SHALL BE PTD. WHITE & MTG. f ABV. LIGHT FIXTURE HOUSING, TYP. AISLE CONDUIT TO BE BANNER CONDUIT CENTERED INSTALLED 3'-0" PAST FLOORING TRANSITION LINE & 3'-O" AND EXTENDED TO END OF PAST CENTERLINE OF AISLE. SEE ARCH. DWGS. CUSTOMER SERVICE DESK BUILDING SQUARE FOOTAGE CHART SALES FLOOR STOCK ROOM STAGING SQ. FT. AUXILIARY BUILDING SQ MEZZANINE TOTAL BUILDING SQ. FT, SQ. FT. ( INCLUDED_ IN STOCK RM. SO. FT.) SQ' _- (FOOTPRINT) SQ' �' SQ FT. THIS PLAN 21,350' 2,884' (10.7%) 1,037' _ -- - 2,782' 27,016' - - - - 27,016' MERCHANDISE HEIGHT CLEAR HEIGHTS —STRUCTURE GENERAL FIXTURE NOTES AT FRONT = 16'-6' t AT FRONT = 18'-0° f -_ 1. FIXTURE TO FIXTURE AISLES ARE 4'-O", UNLESS OTHERWISE NOTED. AT REAR = 16'-U,± AT REAR ON STOCK MEZZ. = N/A ON STOCK MEZZ. = N/A BELOW STOCK MEZZ. = N/A BELOW STOCK MEZZ. = N/A FIXTURE PLAN SCALE: 1 /16" = V-0" LO Cn ® LiJ z W Q n CD _ Q U � z h-- Li.l LLJ w w PRINTS CD 4'-3 1/2° PRINTS c 11 II z Li 5 II O C II I� MEN —EXISTING TO REMAIN A F10fl 0 0 KIDDY — WOMEN —EXISTING TO REMAIN 107 II OOC REMOTE SERVE FLOOR PLAN - RESTROOMS i SEASONA 30-1 1/2" 20' 8 5/8" g 0" COAT RACK W/ b - 3'-4" HIGH SHELVING (SEE 3'-7 3/4" WALL W/ ARCH. DWGS.) 30" a'; 1 i�a wooD CAP BRIDAL oBRWi REGISTRY 'CD co LOCKkRS ��OM 112 I MNco GR, COPIER/FAX c j ST I I CDMACHINE W/ I co N I 202 =_- , STAND GENERAL CAS I OFFlCE � f®R z o N i OFFICE _1 i 205 MN 2 I 203 I SHLVNG ABOVE 201 I (SEE PROTOTYPE I j FOR REFERENCE) IGo I g _ " 9 -0° 14'-6 1/4" I 8'-1 3/4" I I 41'-7 7/8" WALLFIELD Cub I i j SERVICE DESK --t I I ----------------------- 01 FLOOR PLAN - OFFICE 02 _IIm­TSCALE: 1 /8" = 1'-0" Revisions_ I No Date Description PROTOTYPE DETAIL FOR REFERENCE ONLY. ARCHITECT TO VERIFY FINAL COLUMN SIZES FOR BBB APPROVAL. (n Lu -J Qm V)V) z cn LL :::) m = _j l� 0Q U COLUMN DETAIL SCALE: 1 1 /2" = 1'-0" PROTOTYPE DETAIL FOR REFERENCE ONLY. ARCHITECT CO TO VERIFY FINAL COLUMN SIZES FOR BBB APPROVAL. I I I LJ I I � I I U) w II II II II I I O I I I N Z II II � II II X II II o u SEE PLAN COLUMN DETAIL SCALE: 1 1 /2" = 1'-0" COLUMN REFER TO STRUCTURAL PLAN - SLATWALL TRIM (10300) GLUED TO SLATWALL 0 SLATWALL (10300) ON 5/8" PLYWD. Q ON 7/8" X 20 GA. F.C. TO 14'-0" A.F.F. MET. FRAMING W/ MIN. DEPTH REQ'D FOR ELEC. OUTLET WHERE REQ'D PER ELEC. DWGS. 05 Rev. 08/24/02 COLUMN REFER TO STRUCTURAL PLAN SLATWALL TRIM (10300) GLUED TO SLATWALL SLAT WALL (10300) ON 5/8" PLYWD. ON 3 5/8" X 20 GA. MET. FRAMING TO 14'-0" A.F.F. CI V-- I U I I L.� I Q I � ITT I I ELEC. OUTLET REF. ELEC. (MOUNT TO OPPOSITE SIDE OF TRAFFIC FLOW) 04 Rev. 08/24/02 RECEIVING TERMINAL/ RTV AREA -� COLUMNS NOT COVERED BY SLATWALL TO BE PAINTED TO MATCH WALLS 5 I I MAN DOOR 0 2'-0" PHONE PATH OF EGRESS 6 7 I I I I I I 0 ° I 9 I STARTING DINT OF FL00 ° FINISH LA UT DIMENSIO FROM C /FINISHED ° INSIDE FAdE OF WALL FIR RISER L CATION I i--DUMPSTER I NS 8 I I I I R I 0 0 0 p I ■■■IIIIIIIIIIv■vliill■ � Q �' n�■IIIIIIII■■■�11►� � ' ' _ 11--�► � 11� � � 11 ,,• � 1 r I =mm9mm MOM /' it ,► �� , -11 ___■■�■��n ! ■ill .,- , � - ,- ,. . . ill = ��''�� al � �\� • ■III 1 " 1 ■i� ��1 I�IC ��..r ---■ III �. 1 �1■i ■Ifii �, iiili{iiiYll•III / :CI ■■1 ■N� n� ■/ ��II Icy. WAll MMMIMMIM-1 VA. ■�_��� ���� ` ON 1 ml IAM �IQ _� 11 al �C�1 III �1 1 �L W.El Me 1�����.� !::��=�■ t«i I�IC la 1 II 1 � 11 mil ■ 1. No WE1 Iml 1� 1■ WE1 ■ IArmuul L I -6. ---- 12'� 1/4' 0 = E �' (HOLD) H ---- -- - — I mIC MIN 1� -0 ® I - - - - - -- DC 1 �lm11"l"ME I I I I I I I I I FL. FINISH PLAN - SCALE: 1 /8" = 1'-0" J CC-2 MEN -EXISTING TO REMAIN �1 106 WOMEN -EXISTING TO REMAIN 1.0E _ _ � __ _ STARTING POINT OF ET]FLOOR FINISH LAYOUT 24'-6° 24'-6' --- - DIMENSIONS FROM STARTING POINT OF FLOOR I -lunLD) -- - I C FACE OF WALL, FINISHED INSIDE FINISH LAYOUT DIMENSIONS - =--- __- FROM CLEAR/FlNISHED CC-1 0 F2 INSIDE FACE OF WALL. —I o_ 5° 0,_, ---- LJ 02 ® 0 m -00 - y -- I - "' ---- ---- __ I Wall SALES AAA R VIDE N WHITE PRES LAMI E SLATWALL WITH - I ® SHED IN SERTS G AND 4 A.F.F. TO 14'-0• A.F.F. _ - I --- L.------- ULr � I F-T-T-T-T-T-T-T-T- -T-T- , ----- — INAT-1 r� -UF — - - _ ---- _ ---- - - - - ----_-----_ - - - - - - ROOM ' BRIDAL BREAK REGISTRY 1+ 12 -- 1 CURB RAMP REF. 02/A1.1 STARTING POINT OF FLOOR T2 LEGEND: REV' 08/24/02 (SEE ARCHITECTURAL DINGS FINISH LAYOUT DIMENSIONS i 202 --__- GENERAL FROM CLEAR/FINISHED I - INSIDE FACE OF WALL I CPT-1 CAS I OFFI ] R� FLOOR FINISH: TRANSITION STRIPS: I OF6iCE I 205 ' MN R 201 CC-1 CONC. COATING (TREATMENT) 0 CARPET TO CONCRETE 1 ____________ ___ CPT-1 I CC-2 CONC. COATING (SEALER) T2 VCT/VSF TO CARPET I L OR VSF TO MAT-1 I CPT-1 CARPET I T3 VCT/VSF TO CONCRETE CERAMIC TILE I I T4 VSF TO CERAMIC TILE MAT-1 ENTRANCE MAT I I I I I I I I SLW-1 ---- WHITE SLATWALL SLW-2 MAPLE SLATWALL VCT-1 VINYL TILE VSF-1 VINYL STRIP FLOORING FLOOR FINISH PLAN 01 FL. FINISH PLAN - OFFICE 02 45• ANGLE VSF-2 VINYL STRIP FLOORING SCALE: 1/16" = 1'-0" SCALE: 1/8" = 1'-0" Revisions No I Date Description POWER PLAN NOTES Rev.11/20/02 NO. DESCRIPTION ❑Junction box with dedicated circuit mounted at 16 —6 AFF or deck or joist for specialty lighting. After BBB fixturing is installed, electrical subcontractor to provide duplex receptical on display unit within 12'-0" of junction box and 6'-0" AFF as directed by tenant and make final connection using white SJ cord. Electrical contractor is responsible for all electrical connections as directed by BBB and per code. If required by loco code the electrical contractor must hardwire in EMT from the J—Box at the ceiling to the specialty lighting. Refer to Detail 14/E3.3. Electrical subcontractor to provide plugmold in location designated by BBB. After BBB fixturing is installed, electrical contractor to provide duplex outlet in location as per BBB final layout, using white SJ cord. Electrical contractol to provide and install plugmold — Wiremold no.09043, Catalog no. V20—C2. ❑Provide power as shown at joist for future register location. Provide one IG circuit and a regular circuit. ❑Electrical subcontractor to provide duplex outlets mounted on unistrut (height of unistrut AFF noted below in note #7). All outlets to be Novar controlled. Receptacles shall be mounted on the bottom of the unistrut facing the floor. Unistrut shall be mounted such that the channel is facing the ceiling. Unistrut shall be painted to match the ceiling. Junction box mounted at bar joist for connection to display fixture. After BBB fixturing is installed, electrical subcontractor to provide duplex outlet in location as per BBB final layout, using SJ cord or hard wire with EMT if required by local code. For all Register Bays, Remote and Customer Service Desks: Provide J—box at joist for power. J—box should include (1) I.G. circuit for each I.G. duplex outlet and (1) circuit for every (2) regular duplex outlets. Provide a pull box and 2" conduit to joist above. Circuiting should run through the 2" conduit. All desks are furnished with outlets already installed as shown in detail 5/E3.1 (Note: Data/Telephone outlet supplied, installed and powered by BBB). Electrical contractor to run circuits to all outlets. Also refer to details 3,5 and 11 E3.4. 7 Electrical contractor to provide and install unistrut mounted at 6 above lighting throughout the store as shown on BBB plans. Unistrut shall extend 2'-0" post edge of aisle. Junction box mounted at 16 —6 AFF on deck or joist for future use with sgcialty lighting. Provide 2ower as shown. 9 Electrical sub contractor to provide track In location designated by Electrical subcontractor to provide and install single circuit track heads, 90 Par 38 spot lamps, mounting hardware, pendants and all required parts to mount the track above the sales floor lights such that the bottom of the track is at 15'-6" AFF. Location as per BBB final plan. 10 8'H X 3/4" unistrut—supported plywood backboard, the full lenght of wall, where the safe is located in the Cash office for a wiring wallfield, mounted 3" A.F.F. The plywood must be painted fire —retardant white prior to the installation of any equipment. There should be approximately 3" clearance between the plywood and sheetrock wall. All power receptacles must be mounted flush with the front of the p1nood. Refer to Detail 14 E3.1. 11 Provide 4" conduit for telephone service entrance into electric room "A' 12 56K Digital circuit to be extend from D—mark in electric room "A" to Cash office in mezzanine office area. 56K circuit supplied by local Telco. If Wallfield is not com leted leave wiring coiled in ceilin . [1]Roof penetration for satellite installation. Cable to terminate in Cash office. Weatherproof GFI duplex outlet to be installed at satellite site on roof. 14 Provide (2)-2" conduit in ceiling for telephone service from Telco D—Mark in electric room "A" to Cash office in Mezzanine office as shown. (1) Conduit for tele hone service 1 conduit for--.56K di ital circuit...___.__.__.___:._ 15 Electrical subcontractor to provide exterior weather proof disconnect per code) for compactor, and to provide controls inside the building for compactor. Electrical subcontractor to make final connection to com actor. 16 Provide 4 conduit from 12 x 12 pullbox where indicated on plans, to wallfield in Cash office. Provide 4 conduit (raceway) at joist from pull box in office to register locations as shown for phone/data service. Provide a 6" square pull box at each register location tied into the raceway above, and a 6" square pull box attached to the register bay. The pull box at the register bay should be mounted under the fixture per Detail 11/E3,4. Provide 2" conduit from pull box at joist to the pull box at register bay for hone data. Provide pull strip s throughout. Refer to Detail sheet E3.4. [1]Provide door bell mounted at 14'-6" A.F.F. unless otherwise noted. 18 Unistrut located above Cookware displays does not require power. Provide support 4 —0 on center. 19 Outlet for close circuit T.V. monitor mounted on 6'-0" unistrut (height of unistrut A.F.F. noted in note 7 . Astation.Duplex outlet mounted ® 14 —6 A.F.F. to the left hand side of HUB See 10 E3.1 for details on mountin2 HUB. 21 Provide push button for door bell mounted ® 4'-6" A.F.F. 22 Recessed J—Box ® 170 A.F.F. to power transformed for door bell push button. 23 Provide 3 4 conduit from Panel LA in Electric Room B, drop conduit in wal to below slab. Provide circuiting to LA-29 and pull string. Run in floor to primary Sensormatic and/or Checkpoint pedestal. E24 Provide 1 2 conduit w pulls ring in slab for interconnecting cables between primarand secondar Sensomatic and or Check oint pedestals. SYMBOL LEGEND Rev. 2/01/02 DUPLEX RECEPTACLE, 20A, 120V — 18" AFF HUBELL #53621. DUPLEX RECEPTACLE, 20A, 120V — 18 11 AFF HUBELL #53621, MOUNTED ABOVE COUNTER GROUND FAULT INTERRUPTING RECEPTACLE, 20A, GROUND 120V — 18' GFI AFF Ic ORANGE CL UNISTRUT MOUNTED RECEPTACLE, 20V, 120V �cL2 DUPLEX OUTLET MOUNTED TO COLUMN @ 14'-6" A.F.F. THIS SYMBOL REPRESENTS A MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S — DETAIL .05 E3.1 QUAD OUTLET — 18" A.F.F. t TELEPHONE OUTLET— 18" AFF 44 DOUBLE TELEPHONE OUTLET— 18" AFF 4 DATA OUTLET —18" AFF INTERCOM — 48" AFF JUNCTION BOX 0 PLUGMOLD 0 PUSH BUTTON DOOR BELL DISCONNECT © OVERHEAD POWER AND DATA SUPPLY REF. DRAWING E3.4 ® PULLBOX -1 15" DOUBLE CONNECTOR (LIGHTING GROUP E) — WIRE AS PER CODE P-2 40" DOUBLE CONNECTOR (LIGHTING GROUP E) — WIRE AS PER CODE 40" PLUG ADAPTER (LIGHTING GROUP E) — WIRE AS PER CODE n 760. ADAPTER (LIGHTING GROUP E) — WIRE AS PER CODE RECEIVING TERMINAL/ RTV AREA 5 I I MAN DOOR 6 I I I to 7 I I I I I FIR RISER I I I I I O O O POWER & SPECIALTY LIGHTING PLAN SCALE: 1/16" = 1'-0" I ' I I n i n PRINTS c 4� LL11_U K SCALE:: 1 MEN —EXISTING TO REMAIN I A lO WOMEN —EXISTING a TO REMAIN 107 24'-0" �7I 10 I � I i -------------------- 01 POWER PLAN - OFFICE 02 SCALE: 1 /8" = 1'-0" Revisions No I Date Description LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION MOUNTING 8'-0" FIXTURE FLUORESCENT ROD HUNG 15-6" AFF 4'-0" FIXTURE ROD HUNG FLUORESCENT 15'-6" AFF 3'—O" FIXTURE UNDERSIDE OF FLUORESCENT DECKING 3'-0" FIXTURE WINDOW DISPLAY CEILING FLUORESCENT 6" FROM GLASS FRAME ® 2x4 FIXTURE RECESSED OR MOUNTED FLUORESCENT SURFACE DINNERWARE HUTCH STORE (LIGHTING GROUP E) RACKING FLATWARE DISPLAY STORE =E= (LIGHTING GROUP E) RACKING STEMWARE DISPLAY STORE ® (LIGHTING GROUP E) RACKING :E= SINGLE SIGN BAND STORE RACKING (LIGHTING GROUP E) DOUBLE SIGN BAND STORE RACKING (LIGHTING GROUP E) BATH VIGNETTE STORE (LIGHTING GROUP E) RACKING INCANDESCENT TRACK tea- (LIGHTING GROUP E) LIGHTING CONTROL SCHEDULE CHANNEL DESCRIPTION FUNCTION_ O STAFF LIGHTS STAFF (SHOWN SHADED) © STAFF LIGHTS STAFF SHOWN SHADED © CUSTOMER LIGHTS PUBLIC O CUSTOMER LIGHTS PUBLIC DE SPECIALTY LIGHTING PUBLIC Rev. 03/12/03 START LIGHT] FROM INSIDE Inalur- FrWt vl lyn— NOTE: SEE MECHANICAL PLANS FOR SUPPLY/RETURN AIR. LIGHTING PLAN SCALE: 1/16" = 1'-0" DESIGNER NOTE: ALL OFFICE LIGHTS TO BE CONTROLLED BY GROUP "A" EXCEPT FOR BRIDAL REGISTRY TO BE ON GROUP "C". co 00 0 I o u —u 0 I EXPOSED CEILING EXISTING ACT CEILING CEILING TO REMAIN EXISTING CEILING TO REMAIN I i� I LIGHTING PLAN - RESTRIVIS 03 SCALE: 1 /8" = 1'-0" DESIGNER NOTE: ALL OFFICE LIGHTS TO BE CONTROLLED BY GROUP "A" EXCEPT FOR BRIDAL REGISTRY TO BE ON GROUP "CIs. 0 0 I O 1 GYP. BD. SOFFIT 0 7'A* A.F.F. i ACT CEILING (T)P) 01 LIGHTING PLAN - OFFICE 1012 SCALE: 1 /8" = 1'-0" \\ A FJ i x I I X I I / / \ \ TOP SHELF I / WIRE METAL FRAME SIDES (TYP.) SOLID SHELVES (TYP) SPACING VARIES DETAIL 11All (SALES FLOOR GABLES) SCALE: NTS I 1/8" POLYMERIC COATED / X \ II / XFIBER BOARD BETWEEN SHELF BACKS I D SHELVES SPACING .S DETAIL" B" (SALES FLOOR BACK TO BACK) SCALE: NTS SOLID SHEL (TYP) SPAC VARIES DETAIL 11CIIII (STOCK ROOM RACKS) SCALE: NTS DETAIL "D" (SALES FLOOR DIVIDERWALL) SCALE: NTS E E ONLY FOR R FER NC GENERAL NOTES 1. SOLID SHELVES ARE 3/4' THICK POLYMERIC COATED PARTICLE BOARD 24" DEEP 48" LONG 2. EACH SHELF IS SUSPENDED ON WIRE UPRIGHTS WITH METAL REBAR LEGEND DENOTES DETAIL "A" & "B" DENOTES DETAIL "C" DENOTES DETAIL "D" RECEIVING TERMINAL/ RTV AREA 4 5 6 7 8 I I I I I I MAN I DOOR ° a I I I I DOCK,. LEVE RECEIVING PHONE FIR RISER ECEMNG L CATION 0 0 0 I ® I DUMPSTER I o ❑ I 0 SfOCw DRAPES COVERLETS ETS L J PRI TS I I DUVET- i! / QUIL S i P— TOSS e low IN i DINNERWARE P10. IN IN Im PRINTS Of IHOME DECOR FLANNEL .y BLAAJNKETSSOFT KITCHEN i 020 • r�/�///i/�/✓///.�//��ij�//i///�///.�//ice///�; � ; • � + ��• PAD //// l Do CLOSET ! �1 CQiI i//.//%%/%////✓� LIGHTING ELECTRICS 'RD • • Ell EA 0 FURNITU VZZ,., RUGS i I OOKWARE SHOWER KITCHEN BASICS Eil �I�1 3 1 I•!�l HIGH PILE STORAGE AREA IS 4,099 SQ. FT. c�a EEI o -- -- ---- ACCESSORIES B ____ I TOWELS V ;EASONAL H E- � SEAS SWING SCENT �m o D o SAM AM I r FRAMED ART - - T - T - T - T - T - T - T - T - T - T - T - T - T - T - r Now" — — ---- — ------ ---- —� _ ---_ -----_ — — — — — — — ---- HIGH PILE STORAGE PLAN 01 SCALE: 1 /16" = V-0' Re -visions No I Date Description GENERAL NOTES DESIGN: 1. BUILDING CODE - 20D1 FLORIDA BUILDING CODE 2. GROUND SNOW LOAD - N/A 3. WIND - 110 MPH, EXP. B (3-SECOND WIND GUST) 4. SEISMIC - N/A FOUNDATIONS: 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH RECOMMENDED MINIMUM VALUES SPECIFIED BY CODE. 2. SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE BEARING PRESSURE OF 1.5 KSF FOR INDIVIDUAL COLUMN FOOTINGS AND 1.5 KSF FOR CONTINUOUS WALL FOOTINGS UNDER FULL SERVICE LIVE AND DEAD LOAD. 3 ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. HE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL, FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. 4. BOTTOM OF EXTERIOR FOOTINGS SHAH BEAR A MINIMUM OF 18" BELOW FINAL EXTERIOR GRADE. 5. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACK FILING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. CONCRETE: 1. CNCRETE H HE A OWING; COMPRESSIVE STRENGTH AND DENSITY, IN STRENGTH DENSITY PSI PCF INTERIOR SLABS 3000 145 EXTERIOR SLABS, CURBS, SIDEWALKS 4000 145 ALL OTHER CONCRETE (U.N.O..) 3000 145 2. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH , RANGE WATER -REDUCING ADMIXTURE IS USED. HE SLUMP OF CONCRETE PRIOR TO ADDITION OF A HIGH RANGE WATER -REDUCING ADMIXTURE SHAL NOT EXCEED 4". HE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 10". 3. CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 8 PERCENT. 4. THE COARSE AGGREGATE SIZE SHALL BE # 57 OR LARGER. 5. THE MINIMUM N ETABLENTENT (FLY(ASHMC150) OF ALL NOT PERMITTED) SHALL CONFORMTO HE FOLLOWING SPECIFIED MINIMUM CEMENT CONTENT (POUNDS PER CUBIC YARD) COMPRESSIVE STRENGTH TH NON -AIR ENTRAINED AIR ENTRAINED CONCRETE CONCRETE 3000 470 517 4000 564 611 6. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW WELL IN EMENT. CONCRETE MIX SADVANCE OF TRENGTH DATA NECESSARY SHOW COMPLIANCE WITH DESIGN THESHALL PROJECT INCLODE AH SPECIFICATIONS FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD AND SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE STRUCTURE IS LOCATED. 7. REINFORCING SHALL CONFORM TO ASTM A615, GR60, UNLESS NOTED OTHERWISE. 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 9. AALL CCORDANCE IWIH ACI DETAILINGNG SHALL BE ILEDMANUA FABRI19 �TED AND PLACED, IN 10. AL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE° (1997). 11. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: UNFORMED SURFACE IN CONTACT WITH THE GROUND. 3 IN. FORMED SURFACES EXPOSED TO EARTH OR WEATHER. 6 BARS AND LARGER 2 IN. 5 BARS AND SMALLER 1-1/2 IN. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: BEAMS, GIRDERS, AND COLUMNS 1-1/2 IN. SLABS, WALLS, AND JOISTS v111 BARS AND SMALLER 3/4 IN. 4 AND #18 BARS 1-1/2 IN. 12. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B" SPLICES. TENSION SPLICES (INCHES) COMPREI SION SPLICES (HESBAR IZE TAP BEARS OTHER BBARS 21 28 16 21 15 27 35 21 27 19 35 46 27 35 23 48 62 37 48 26 63 82 48 63 30 80 104 61 80 34 0 101 131 78 101 38 11 125 162 96 125 42 COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2". 13. BASE COVERED WITH A MINIMUM BOLTS, 3 ANCHOR SUPPORT OF CONCRETE. ANGLES, ETC., BELOW GRADE SHALL BE COLUMN SCHEDULE MK SIZE BASE PLATE ANCHOR BOLTS 1.2 Cl HSS 6 X 6 X 1/4" 12" X 12" X 3/4" (4) 3/4"0 HILTI HIT ROD STRUCTURAL STEEL: I. STEEL SHALL CONFORM TO HE FOLLOWING GRADES: WIDE FLANGE SHAPES A992 Fy=50 CHANNELS, ANGLES, PLATES, ETC. (UNO) A36 Fy=36 STRUCTURAL TUBE A500 Fy--46 STEEL PIPE A53 IFy-351 ANCHOR BOLTS A307 BOLTS A325 WELDING ELECTRODES E70XX 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE ODIIFIED N IN THETHE AISC SE NOTES AND THE HE PROJECT SPECIFICATIONS966)' EXCEPT AS 3. THE STEEL STRUCTURE IS A NON -SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE METAL ROOF DECK. AND ATTACHMENT TO HE MASONRY WALLS FOR STABILITY AND FOR RESISTANCE TO. WIND AND SEISMIC FORCES. PROVIDE. -AL TEMPORARY SUPPORTS REQUIRED_ FOR STABILITY AND FORUTILTHES ELEMENTS ARE COMP ESTE AND EARE CAPABLE OF TO WIND ANDISMIC PROVIDINGCTHIS ES SUPP RTE O. 4. THE FABRICATOR IS CONNECTIONS SHOWN ON RESPONSIBLE STRUCTURAL DRAWINGS ARE SCHEMATIC ANDARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. CONNECTION DETAILS INDICATED ON THE DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S CONNECTION DESIGN. SEE SPECIFICATIONS. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE FABRICATOR'S ENGINEER WITH THE ENGINEER'S ESEAL SMAY BEAL FOER QUALIFIED "FORTHE STATE EDESI NRE E OF CONNECTIONS UCTURE IS LOCATED. CTIONSONLY. 5. SPLW HICING OF STEEL OUT WRITTEN APPROVAL MEMBERS, OFNHESENG SHONEER OF RECORDON THE WINGS, IS PROHIBITED 6. UNLESS NOTED OTHERWISE, BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR MASONRY. UNLESS NOTED OTHERWISE, ANCHOR BEAMS TO MASONRY_ WITH TWO (2) 3/4" DIAMETER ANCHOR BOLTS WITH 4" HOOK AND V-4" EMBEDMENT. MISCELLANEOUS:- 1. GENERAL NOTES REQUIREMENTS,PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL 2. TYPICAL DETAILS SHOWN ON SHEET 82.0 ARE APPLICABLE. THROUGHOUT THE DESIGN DRAWINGS. THESE DETAILS ARE DEFINED AS GENERAL_ STANDARDS THAT ARE USUALLY NOT SPECIFIC REFERENCWITHINDR. THESE BE MODIFIEDIEORBSUPERSEDED BY SPECIFIC DETAI SE THATWINGSARE REFERENDCEDAILS WIHIN Y THE DRAWINGS. 3. STRUCTURAL DRAWINGS ARE INTENDED TO BEUSED WITH ,ARCHITECTURAL AND REQUIREMENTSMECHANICAL RINTO THEIR SH PACTOR IS .POIBLE DRAWINGS AND WORK; FOR COORDINATING SUCH 4. WNO OPENINGS APPROVALLOFEMADE IN ANY STRUCTURAL THE MEMBER WITHOUT THE PROFESSIONAL OF RECORD. 5. WIITHOUTNHEI WRITTEN APPROVAL OFTHEPROTFESSI MEMBERS RECORD, BE MADE 6. OPENINGS 1'-4" AND LESS ON A SIDE -ARE GENERALLY NOT SHOWN ON HE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. OF TION 7 LOAD C IMPOSED UPON STRUCTURAL FRAMING, CONSTRUCTION ONTRACTOR IS RESPONSIBLE FOR LIMITING,THE T LOADS SHALL CNOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME HE LOADS ARE IMPOSED. 8, THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. HE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF AL EXISTING ELEMENTS AND STRUCTURE TO REMAIN: TEMPORARY SHORING AN BRACING SHALL BE ADEQUATE TO RESIST AL APPLIED LOADS INCLUDING DEAD LOADS, LIVE LOADS AND CONSTRUCTION LOADS,_ TO PROVIDE STABILITY,- AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL NY REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETE, 9. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 10. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER CONSTRUCTION EFFECTS PERIOD. F THERMAL MOVEMENTS OF STRUCTURAL ELEMENT DURING S 11. ANY DEVIA11ONOFROMATHE INFORM MRACT OCUMENTS ALHE RECORD NTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH RECORDHASON AT THE TIME OF GIVEN WRITTEN APPROVAL I TOIOTHE SPECIFIC AND T'HE PDEVIATION.AL OF 12. FIELD VERIFY ALL DIDIMENSIONS NOAND EXISTING CONDITIONS, NOTIFY PROFESSIONAL OF NY 13. HOLESCONNECTISTEEL ONS JOIST BEARRING END OF OFOT BE THE PERMITTED, JOIST EXCEPT FOR BOLTED 14. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK,. PIPES, CEILING, FIXTURES, ETC. THAT ARE TO BE SUPPORTED ORHUNG HUNG FROM HE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINTS OF HE STEEL JOIST. THAT ENDING TO THE STEEL JOIST CHORDSOR WEB MEMBERS WILL NOT BEPERMITTED. 15. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK. 16. SEE SPECIFICATIONS FOR QUALITY CONTROL/INSPECTION REQUIREMENTS. 4 18'-1 1/2" / ^ IL 1. ANCHOR BOLTS SHALL BE HILTI HAS STANDARD THREADED RODS ANCHORED W/HILTI HIT HY 150 INJECTION ADHESIVE. 2. EXTEND COLUMN TO UNDERSIDE OF WF BEAM, FOOTING SCHEDULE SIZE REINF. E.W. TOP & BOTTOM n MARK N F1 5'-0"x5'-0'x1'-0" (7) #5 A I. CENTER FOOTINGS ON COLUMN GRIDS U.N.O. SLAB SCHEDULE LOCATION THICKNESS & REINF. SUBBASE SIDEWALK 4 CONC. SLAB ON GRADE REINF. 4" GRANULAR SUBBASE W/ 6x6-W1.4 x W1.4 W.W.F. INTERIOR SLAB ON GRADE 4" CONC. SLAB ON GRADE 4" GRANULAR SUBBASE w/ 6x6 - W1.4 x W1.4 W.W.F. TRUCK SLAB 6" CONC. SLAB ON GRADE REINF. 4" GRANULAR SUBBASE COMPACTOR PAD w/ #4 C 18" ox. E.W. ROOFPLAN NOTES 1. SEE HIS SHEET FOR STRUCTURAL NOTES AND S2.0 FOR TYPICAL DETAILS. 2. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILINGS, FIXTURES, ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM HE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINTS OF THE JOIST (SEE TYPICAL JOIST STRUT DETAIL). METHODS OF FRAMING THAT INDUCE BENDING TO THE JOIST CHORD OR WEB MEMBERS WILL NOT BE PERMITTED. COORDINATE BRIDGING LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EQUIPMENT. 3. NEW METAL ROOF DECK (0 REVISED STOREFRONT OR REPLACEMENT FOR DAMAGED DECK) SHALE:, BE 22 GAGE, _36" WIDE; 1 1 /2" DEEP, WIDE RIB , ROOF DECK. ATTACHMENT AS FOLLOWS: A. TO AL TRANSVERSE SUPPORTS #12=24 SCREWS 0 6" O.C. B. TO AL SUPPORTS PARALLEL TO FLUTES, #12-24 SCREWS 0 6" O.C. C. SIDE SEAMS #10 TEK SCREWS (BUILDEX), (3) PER SPAN. LOADS NEW CONSTRUCTION HAS BEEN DESIGNED AND DETAILED , BASED ON HE FOLLOWING ROOF LOADS. ROOF DEAD LOAD = 20.0 PSF ROOF LIVE LOAD = 20.0 PSF ROOF NET UPLIFT LOAD = 17.0 PSF ROOF FRAMING PLAN NOTES_ 1. EXISTING JOISTS SHALL BEAR A MINIMUM OF 2 1/2" ON NEW W15 BEAM, AND SHALL BE.,FASTENED BY A MINIMUM OF 2" OF 1 /8" FILET WELD, EACH END. STEEL LINTEL SCHEDULE CLEAR SPAN 12" BLOCK OR B BLOCK B" BLK do 4" ®RICK . 6'-4" OR LESS (3) L3 1/20 1/2x1/4 (2) L3 1/20 1/2x1/4 OVER 6'-4" TO 10'-4" WSx10 W/ 11 x1 /4 PLATE W8x10 W/ 7x1 /4 PLATE LINTEL NOTES: 1. LINTEL SIZES SHOWN ARE DESIGNED TO SUPPORT MASONRY WALL ONLY ASSUMING ARCHING ACTION (AT 45 DEGREES) WITHOUT SUPERIMPOSED FLOOR OR ROOF LOADS. 2. LINTELS SHALL BE SHORED DURING CONSTRUCTION UNTIL THE MASONRY HAS ATTAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT (24 HOURS MINIMUM). 3. LINTEL SIZES SHOWN APPLY WHERE LINTEL SIZES ARE NOT OTHERWISE SHOWN ON THE DRAWINGS. 4. WHERE W8 BEAMS WITH PLATES ARE USED, PLATE SHALL BE CENTERED ON BEAM AND SHALL EXTEND FULL LENGTH OF BEAM. WELD PLATE TO BEAM WITH 3/16" FILLET WELDS 1 1/2" LONG SPACED AT 10 O.C. EACH SIDE. 5. SEE "TYPICAL LINTEL BEARING" DETAIL (04/S3.3) FOR END BEARING AND WALL ANCHORS. 6. ANGLE UNTELS WHICH OCCUR IN EXTERIOR WALLS SHALL BE GALVANIZED. WHERE W8 BEAMS WITH PLATES ARE USED PLATES SHALL BE GALVANIZED. NOTE: THE CONTRACTOR SHALL ENSURE THAT THE SUBGRADE BE COMPACTED TO 95% DRY DENSITY AND TO PROVIDE A MINIMUM NET ALLOWABLE BEARING VALUE OF 1500 PSF AND SUBGRADE MODULUS OF 150 PC[ TO BE VERIFIED BY A TESTING AGENCY PRIOR TO PLACEMENT OF NEW SLAB/FOUNDATIONS. j Il S2.4 NEW TRUCK SLAB / TYP. I I S2. T / E IST. CONTINUOUS F G TO REMAIN NEW INTERIOR SLAB- SEE DEMISING WALL TYP. NEW/EXIST. SLAB TRANSITION DETAIL ON S2.0 PARTIAL FOUNDATION PLAN 2 REF.: SOURCE: VER. 1.2001 1l8" = 1'-0" EXISTING Wt 6x31 - (CANT. OVER NEW COLUMN Cl) 5 -4 3/8" i 6 7 i NOTE: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL APPLIED LOADS INCLUDING DEAD LOADS, UVE LOADS, SNOW LOADS AND CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETE. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY PROFESSIONAL OF RECORD OF ANY DISCREPANCIES. 8 i 0 ROOF FRAMING PLAN 1 REF.: SOURCE_VER. 1.2001 1/8" = V-0" C 0 � � L o U N >1 W CN ® : z Q Z O 11 0 w ~ Z r m rQrnn � V r pLtJLdM00DO w I<CD 00 �o m0>a 1 DO LLJ � mLO 00, �< l000 oq L� x oZ W Lu0cco m U < LL- DISTRIBUTION: DATE: Prototype Ver.1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBB # DRAWN: CHECKED: MJP IA Professional of record pr cticin an individua YAVG 11200 LIC. NO. 49900 J MES C. TEGETHOFF ESSIONAL OF RECORD FPOF FIONE: 314-821_ 1100 DRAM -NO TITLE: GENERAL NOTES AND PLANS mol 8" CMU GROUT SOLID EACH CELL BELOW GRADE. SLAB z <V) w z N O I � i; r (2) #4 CONT.- VARIES- SEE ARCH. BOND BEAM W/ (1) #5 CONE 8" CONC. BLOCK — SEE FDN. PLAN FOR WALL REINF. 8" CMU (BEYOND) w wo o w i-- v) (3) #4 CONT. (3 SIDES) wzz 3'-0" o 1 #4 x 0 12" o.c. o NGTH & WIDTH OF DOCK LEVELER (3 SIDES) o m SHA!_I BE COORDINATED WITH SLAB ON GRADE - ¢ EQUIP. PURCHASED SEE SLAB SCHEDULE c CD AND PLAN 2 3/8" e 2 /8 I I IT(2) LA. #5 VERT. -. ., 0 16.� O.C. I � - — RE _ REFAB PIT KIT Q z I Qo SLOPE - SEE SPECIFICATIONS LAB ON GRADE -SEE _ a. SLAB SCHEDULE y v �. 4 4 e .a. 8 a (2) #5 CONT. 1/2" PREMOLDED SLAB ON GRADE - TRUCK SLAB 4 a . 3 SIDES _ X FILLER SEE SLAB SCHEDULE -SEE SCHEDUL °4 V - oo 0 o SIDEWALK OR SLAB 2'-6" _._ 1—� 8" #5 DWL.S. 0 48" o ? Y ON GRADE. SEE SLAB SCHEDULE 2._0, ,: a a° #4 ® 12" O.C. EA. WAY TOP & BOT. O.C. WHERE "H" IS o _ TYP. GREATER THAN 2'-O" — 4= a.. d #4 BENT BAR 12" O.C. oO � _.. �° .00 000�000 CD . #5 CCNT. TYP. �. #4 DWLS. TO #4 OWL. #4 DWL. (3) #5 CONT. 8" 1'-7 5/8' #5 DOWEL ®12" O.C. W/STANDARD ALTERNATING HOOKS _ �:• MATCH VERT. " ® 16 O.C. 16" O.C. 8 I GROUT SOLID 8" CMU FOUNDATION WALL 3'-0" 2 0 BELOW GRADE. I® INSIDE FACE OF CMU FDN. WALL 1 ECTION 2 ECTI r - CTION, S2.0 SCALE: 374 = 1 -0 S2.0 SCALE: 3 4 = 1 -0 .-. S2.0 SCALE: 3 4 = 70 5° L4x3x3/8x 12' LG. EACH SIDE OF BEAM VERIFY IN FIELD 1/2" STIFFENER EXISTING W16x31 W2104 - PLATES- EACH BEYOND- SEE PLAN ! SEE PLAN WI6x31 - METAL DECK - WELD TO JOIST AND SIDE OF BEAM SEE PLAN ANGLE L6x4x1/4x CONT. (LLV) W/3/4"� 3 87 III II� 3/'g I' i1 /4 _.►: ANCHOR BOLTS ®24" O.C. r5`*�SECTIQN S2.0 SCALE: 37 = 1 -0 EXISTING JOIST GIRDER CAP PLATE N'3"' 0A. SIDE I CAP PLATE 3/18 OF PLATE I EA. SIDE COL Cl- I I 3 6 OF PLATE COL Cl- SEE PLAN SEE PLAN 6" /""6- taff `E C T lu"N �-l SCAL E:N.T.S. CAUL OF RIU CURB _T7 - - /_ T] C I C L _J II AL J LxI A L3x3x1/4 I — L3x3x1/4 AS REQ D. TO AS REQ'D. TO FRAME OPENINGS I FRAME OPENINGS 0 RTU CU/RBU TTE C C PROVIDE JOST STRUT AS REQ'D. L _j - SEE TYP. JOIST LOAD STRUT DETAIL 3/18 A - A 5T (2) L4x4 EDGE OF EXIST. TILT PANEL EXIST., 7,1/4" - - TILT PANEL I A. SIDE20x20x5/8" THK PLATE W/(8) *)XC F PLATE 5/8*0 HILT] HY 150 ADHESIVE ANCHORS EMBEDDED 5" INTO EXIST. CONC. PANEL. INSTALL 3 6 OF PLATE PER MANUF. RECOMMENDATIONS C -C L3x3x1/4 x CONT. 5x8x1/2 EMBED PLATE 0 24" O.C. W/(2) 1/2°P HEADED . • STUDS 5" LG. LOCATE 1 1/2' and P' FROM EACH END 3 t/2" METAL DECK - T.O.M. = 23'-10° A.F.F. WELD TO ANGLE GROUT SOLID .�.� P= 3.OK BOND BEAM W/ (1) #5 CONT. L4x3x3/8x 12" LG. 16x16x5/8° THK EACH SIDE OF BEAM PLATE W/5/8"0 HEADED STUDS W/6" EMBEDMENT EXIST. 7 1/4" ( NEW 8° CMU TILT PANEL 4" 1 1/2' TYP. EDGE OF EXIST. TILT PANEL 0 0 0 I 0 I 0 0 I 0 D -D P= UK SEE 4/S2.0 FOR ATTACHMENT (2�SECTIION _ S2.0 SCALE: 3 4 = 1 -0 NEW OR EXISTING JOIST NEW OR EXISTING JOIS' A I A NOTE: TYP. ROOF OPENING DETAIL SHOWN APPLIES TO ALL ROOF OPENINGS WHERE LEAST DIMENSION IS 13" OR LARGER. REINFORCE ROOF OPENINGS LESS THAN 13" BY WELDING 16 GAGE SHEET METAL 1'-0" WIDER THAN OPENING TO METAL ROOF DECK. WHERE DIMENSION "E" IS LESS THAN 6" ANGLE MAY BE OMITTED. NOTE: ADD L2x2x1/4 LOAD STRUT PER TYPICAL DETAIL FOR CURB AT EXISTING JOIST. I I 10" MAX. SPACE BETWEEN NEW JOIST AND EXISTING JOIST. ALIGN NEW JOIST AS CLOSE AS POSSIBLE TO — — EXISTING JOIST. L3x3x1/4 (TYP.) PROVIDE ANGLES AS B B REQ'D TO FRAME OPENING. PROVIDE JOIST STRUT AS REQ'D. SEE TYP. JOIST LOAD STRUT DETAIL. ROOF OPENING DETAIL 4ECT10- N S2.0 SCALE: 374 = 1'-0" EXISTING JOIST- W18- SEE PLAN — SEE PLAN 2 1/2" MIN. (FIELD VERIFY) - - � T W16- SEE PLAN 8 ECTION S2.0 SCALE: SAW CUT CONTROL JOINTS SLAB ON GRADE SAW CUT SLAB WITHIN 12 HOURS AFTER SLAB HAS BEEN PLACED, CONTROL JOINT SLAB nN rannp ,.A C-1 PAD[' _E kJ/4 MIN.) CONSTRUCTION JOINT LAB JOINT DETAILS- #4 REBAR ®12" O.C. W/ HILTI 2 o EMBEYj DMENT AD NTOSIEXIS VE WITH BLAB a a NEW SLAB - SEE SLAB SCHEDULE EXISTING SLAB TYPICAL NEW SLAB TO - EXISTING SATTACHMENT WHERE DIM. 'A' IS EQUAL TO OR GREATER THAN 6' FIELD INSTAL' - AM wial I A , I x A ink I I COLUMN I I FINISH FLOOR BASE PLATE BOTTOM OF BASE PLATE i i 1/4' LEVELING PLATE (OPTIONAL) GROUT D G TOP OF FOOLING ANCHOR RODS - EXIST. OR NEW- a SEE SCHEDULE SEE PLAN a 4L IF LEVELING PLATE IS USED, GROUT IS TO BE PLACED AFTER STEEL COL HAS BEEN PLUMBED. TYR COLUMN BASE— 1. SEE COLUMN SCHEDULE FOR COLUMN BASE PLATE AND ANCHOR ROD SIZES. SEE TYPICAL COLUMN BASE DETAIL FOR ANCHOR ROD LENGTHS. EQ. EQ. ! r 0 0 r u 0 I TYP. 4 ANCHOR ROD BASE PLATE c In LL1 0 C� C Z U O 0 z� z --I N C a. W CO W LLi Z �: [� %0 wLL 0 Q r Z ry �r-Q m 0 f!3 06 Z DO Do ?-U�1O00 m��r- ODo 00 a~D0 EDO wZ:OM DO W 0 0 00 IL O — O Lo 0 Of x m 0 li rn DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 F 82 BBBM : CHECKED: MJP �A, Professional of record pr cticing a an individual r A,U l (� fLIC. N0, 49900 PROF:ESS S C. TEGETHOFF IONAL OF RECORD ONE: 314-821-1100 DRAWING TITLE: FOUNDATION/ ROOF FRAMING DETAILS REFER TO DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. INTRODUCTION A. PURPOSE 1) THIS SHEET PROVIDES SOME BACKGROUND INFORMATION ON WHAT INFLUENCED THE DESIGN SHOWN ON THESE DOCUMENTS. 2) ALTHOUGH SOME INFORMATION CONTAINED HEREIN APPLIES TO A SPECIFIC TRADE, IT MAY PROVIDE SOME INSIGHT TO OTHER TRADES. B. DISTRIBUTION 1) THE PME SHEET SHOULD BE DUPLICATED AND ISSUED TO THE PLUMBING, HVAC AND ELECTRICAL SUBCONTRACTORS ALONG WITH THEIR RESPECTIVE SPECIFIC TRADE DRAWINGS. 2) SOME BBB VENDORS MAY ALSO BENEFIT FROM THIS INFORMATION. SPECIAL EMPHASIS, CONCERNS, AND LIMITATIONS A. CONSTRUCTION 1) CIRCUITING - THE BUILDING CIRCUITING AND WIRING INCLUDES SOME SUBTLE YET IMPORTANT FEATURES. DO NOT DEVIATE FROM THE WIRING SHOWN WITHOUT SPECIFIC PERMISSION FROM THE BBB PROJECT MANAGER. 2) MOUNTING - NO EQUIPMENT SHALL BE MOUNTED DIRECTLY TO THE UNDERSIDE OF THE ROOF 3) EQUIPMENT - LONG LEAD ITEMS MUST BE ORDERED PROMPTLY TO ENSURE TIMELY DELIVERIES B. COMMUNICATION 1) NOTIFICATION - THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY UPON DISCOVERY OF A PROBLEM OR CONFLICT. THE CONTRACTOR SHALL PROMPTLY IDENTIFY ONE OR MORE PROPOSED SOLUTIONS BUT SHALL NOT PROCEED UNTIL SO AUTHORIZED. 2) COORDINATION - COORDINATE THE LOCATIONS AND ORIENTATIONS OF ALL EQUIPMENT WITH OTHER TRADES. C. LIMITATIONS 1) PENETRATIONS - ROOF AND WALL PENETRATIONS SHALL BE LIMITED TO AREAS IDENTIFIED ON THE DRAWINGS. NO DEVIATIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 2) LOCATIONS - EQUIPMENT SHALL BE LOCATED WITHIN A REASONABLE DISTANCE OF THE LOCATIONS SHOWN. 3) INTERRUPTIONS - IF APPLICABLE, COORDINATE ALL DISCONNECTIONS AND INTERRUPTIONS OF PLUMBING, HVAC, FIRE SUPPRESSION, ELECTRIC AND FIRE ALARM SYSTEMS WITH THE BUILDING OWNER, A SCHEDULE OF INTERRUPTIONS AND SHUTDOWNS SHALL BE SUBMITTED TO THE OWNER AND APPROVAL RECEIVED TWO WEEKS PRIOR TO ANY ANTICIPATED INTERRUPTION. PROVIDE BUILDING -WIDE FIRE WATCH DURING ANY FIRE ALARM SERVICE INTERRUPTION. REACTIVATE FIRE ALARM SYSTEM AT THE END OF EACH WORKING DAY. D. CONTRACTORS' RESPONSIBILITIES 1) EXISTING CONDITIONS - ALL CONTRACTORS SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH CONDITIONS PRIOR TO SUBMITTING BID. 2) COORDINATION - EACH CONTRACTOR/SUBCONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS AND FIELD CONDITIONS. COORDINATE ALL ROOF PENETRATIONS WITH ROOFING SUBCONTRACTOR, MAINTAINING ROOF WARRANTY IF APPLICABLE. 3) OWNER -SUPPLIED ITEMS (OSI) - ALL CONTRACTORS/SUBCONTRACTORS SHALL VERIFY REQUIREMENTS BEFORE PROCEEDING WITH THE WORK. 4) SIGNS - FINAL SIGN LOCATIONS AND CONNECTIONS SHALL BE COORDINATED WITH THE SIGN CONTRACTOR. 5) FIXTURE PLAN - VERIFY LATEST FIXTURE PLAN PRIOR TO INSTALLATION OF LIGHTING, DEVICES, ETC., WHICH DEPEND ON EXACT LOCATIONS OF STORE FIXTURES. 6) SUBSTANTIAL COMPLETION - MAKE FINAL CONNECTIONS AND PERFORM STARTUP OF EQUIPMENT FOR COMPLETE AND OPERATIONAL BUILDING UPON COMPLETION. REFER TO ARCHITECTURAL PLANS FOR RESPONSIBILITIES MATRIX. E. STANDARDIZATION 1) PROTOTYPE - THIS PROJECT IS NOT ONE OF A KIND. IT IS APPLYING SOME CHARACTERISTICS OF A PROTOTYPE DESIGN TO THIS SITE IN ORDER TO MAINTAIN STANDARDIZATION. ALSO, SOME DESIGN DECISIONS WERE BASED ON THE OWNER'S PAST EXPERIENCE. THEREFORE IN SOME WAYS THIS PROJECT REQUIRES STRICTER ADHERENCE TO THE DOCUMENTS THAN NORMAL PROJECTS. 2) PRODUCT STANDARDIZATION INCLUDES: A) LIGHTING FIXTURES AND LAMPS B) POINT -OF -SALE SYSTEM C) FIRE ALARM SYSTEM D) HVAC ROOFTOP UNITS E) LIGHTING CONTROI S F) TELEPHONE SYSTEM G) PLUMBING FIXTURES H) SWITCH GEAR 3) FUNCTIONAL STANDARDIZATION INCLUDES: A) AUTOMATIC INDIVIDUAL CONTROL OF HVAC UNITS B) AUTOMATIC GROUP CONTROL OF INTERIOR LIGHTING C) AUTOMATIC GROUP CONTROL OF OUTDOOR LIGHTING D) AUTOMATIC GROUP CONTROL OF CERTAIN POWER F. SPECIAL PURCHASING OR CONTRACTS 1) CONTRACTOR PROVIDED / CONTRACTOR INSTALLED A) THE FOLLOWING SYSTEMS REQUIRE INFRASTRUCTURE PROVISKNS BY THE CONTRACTOR SUCH AS CONDUIT AND JUNCTION BOXES AND THE SYSTEM COMPONENTS AND WIRING ARE PROVIDED BY BBB THROUGH A NATIONAL ACCOUNT VENDOR: (1) SECURITY SYSTEM AND WIRING B) THE FOLLOWING ITEMS ARE FURNISHED BY THE CONTRACTOR THROUGH A NATIONAL ACCOUNT AGREEMENT BETWEEN THE OWNER AND THE VENDOR AND INSTALLED BY THE CONTRACTOR: (1) HVAC ROOFTOP UNITS (2) AIR CURTAIN (3) PLUMBING FIXTURES (4) LIGHTING FIXTURES (5) LIGHTING CONTROL SYSTEM (6) SWITCH GEAR 2) CONTRACTOR PROVISIONS - THE FOLLOWING SYSTEMS REQUIRE INFRASTRUCTURE PROVISIONS BY THE CONTRACTOR SUCH AS CONDUIT, JUNCTION BOXES, POWER AND WIRING BUT THE OVERALL SYSTEM EQUIPMENT IS FURNISHED, WIRED AND CONNECTED BY AN OWNER'S SPECIALIST: A) TELEPHONE SYSTEM AND WIRING B) SOUND SYSTEM AND WIRING SOME CODE, AGENCY, + REFERENCE STANDARDS INFORMATION A. GENERAL 1) ENTIRE INSTALLATION SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND OTHER AUTHORITIES HAVING JURISDICTION. 2) THE INSTALLATION SHALL BE IN ACCORDANCE WITH ALL SEISMIC REQUIREMENTS. B. APPLICABLE CODES AND REFERENCES: 1) ALL STATE AND LOCAL CODES AND ORDINANCES, APPLICABLE EDITION 2) NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 3) NFPA 54 - NATIONAL FUEL GAS CODE 4) NFPA 70 - NATIONAL ELECTRICAL CODE 5) NFPA 90A - AIR CONDITIONING AND VENTILATING SYSTEMS 6) ASHRAE HANDBOOKS - AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS 7) SMACNA HANDBOOK FOR DUCT CONSTRUCTION C. ACCESSIBILITY 1) APPLICATION - THESE DOCUMENTS REFLECT THE DESIGN PROFESSIONALS' INTERPRETATION OF THE APPLICABLE ADA REQUIREMENTS AND OTHER KNOWN FEDERAL, STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THIS PROJECT. 2) EXISTING CONDITIONS - ALL NEW WORK SHALL BE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT OR THE APPLICABLE BARRIER FREE CODE, WHICHEVER IS MORE STRINGENT. D. ELECTRICAL 1) ELECTRICAL WIRING: A) IN GENERAL, BRANCH CIRCUIT WIRING IS NOT SHOWN ON THE PLAN DRAWINGS, NUMERALS ADJACENT TO ITEM SYMBOLS FOR LIGHTING FIXTURES, RECEPTACLES, MOTORS, APPLIANCES, ETC. INDICATE THE CIRCUIT NUMBER TO WHICH THE ITEM IS TO BE CONNECTED. PROVIDE BRANCH CIRCUIT WIRING FOR ALL ITEMS SHOWN IN ACCORDANCE WITH THESE GENERAL NOTES AND THE ELECTRICAL SPECIFICATIONS. B) LIGHTING BRANCH CIRCUIT WIRING, WHERE SHOWN, IS INTENDED TO SHOW SWITCHING ARRANGEMENT OF FIXTURES. C) ALL 1 POLE, 15 AND 20 AMPERE BRANCH CIRCUITS SERVING RECEPTACLES OR LIGHTING SHALL BE 2 WIRE CIRCUITS PROVIDING AN INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH UNDERGROUND (HOT) CIRCUIT CONDUCTOR. DO NOT SHARE NEUTRAL CONDUCTORS. BRANCH CIRCUIT WIRING SHALL BE 2#12, #12G IN 3/4" CONDUIT UNLESS NOTED OTHERWISE. 2) EQUIPMENT GROUNDING: A) HATCH MARKS, IF SHOWN, DO NOT INDICATE GROUND WIRES. GROUND WIRES SHALL BE PROVIDED AS FOLLOWS: B) EQUIPMENT GROUND WIRES SHALL BE PROVIDED IN ALL FEEDERS AND ALL BRANCH CIRCUITS. C) ALL FLEXIBLE METAL OR LIQUIDTIGHT CONDUIT CONNECTIONS TO EQUIPMENT MOTORS, TRANSFORMERS, LIGHTING FIXTURES, ETC. SHALL CONTAIN EQUIPMENT GROUND WIRES. FLEXIBLE METAL CONDUIT SHALL NOT BE USED AS AN EQUIPMENT GROUND CONDUCTOR. D) WHERE TYPE 'MC' METAL CLAD CABLE IS SPECIFIED, THE CABLE SHALL BE EQUIPPED WITH AN INSULATED (GREEN) COPPER EQUIPMENT GROUND WIRE EQUAL IN SIZE TO THE INSULATED CIRCUIT CONDUCTORS. E) ISOLATED GROUND WIRE INSULATION SHALL BE COLORED GREEN WITH A YELLOW STRIPE TO DIFFERENTIATE IT FROM EQUIPMENT OR SYSTEM GROUND WIRES. 3) WIRING METHODS: A) GENERAL * IN FINISHED AREAS, CONCEAL ALL WIRING IN BUILDING WALLS, FLOORS, AND ABOVE CEILINGS. CONDUITS MAY BE RUN EXPOSED ONLY WHERE SHOWN SPECIFICALLY ON THE DRAWINGS OR WHERE EXISTING CONDITIONS PRECLUDE CONCEALING. * NO WIRING SHALL BE INSTALLED EXPOSED ON THE OUTSIDE SURFACES OF THE BUILDING(S). * FINAL CONNECTIONS TO MECHANICAL EQUIPMENT, FIXTURES, MOTORS, TRANSFORMERS, INSTRUMENTS, AND CONTROL DEVICES SHALL BE FLEXIBLE CONDUIT. B) BELOW GRADE (UNDERGROUND IN EARTH OR FILL): * SERVICE TRANSFORMER SECONDARY LATERAL AND ALL FEEDERS SHALL CONSIST OF PULLED CONDUCTORS IN CONCRETE ENCASED SCHEDULE 40 PVC CONDUITS. PROVIDE MAGNETIC MARKER TAPE 6" BELOW GRADE. CONCRETE ENCASEMENT SHALL BE 3" MINIMUM ALL AROUND AND BETWEEN CONDUITS. * BRANCH CIRCUITS SHALL CONSIST OF PULLED CONDUCTORS IN DIRECT BURIED SCHEDULE 40 PVC CONDUITS. * MINIMUM BURIAL DEPTH SHALL BE 24". * ALL ELBOWS USED WITH PVC CONDUIT SHALL BE RGS. * REFER TO SITE PLANS FOR ADDITIONAL SITE UNDERGROUND WIRING REQUIREMENTS. C) INDOORS (UNCLASSIFIED): *EXPOSED: RGS CONDUIT. * IN DRY WALLS/ABOVE CEILINGS: EMT CONDUIT. (TYPE MC METAL CLAD CABLE MAY BE USED FOR LIGHTING BRANCH CIRCUITS ABOVE SUSPENDED CEILINGS OR WHEN CONCEALED IN STUD WALLS ONLY). IN CONCRETE WALLS/FLOORS: RGS CONDUIT. * FINAL CONNECTIONS: FLEXIBLE METAL CONDUIT (LIQUID -TIGHT FLEXIBLE CONDUIT IN DAMP OR WET AREAS). D) INDOORS CLASSIFIED 'DAMP' OR 'WET' LOCATIONS: * ALL AREAS: FEEDERS AND BRANCH CIRCUITS SHALL CONSIST OF PULLED CONDUCTORS IN RGS CONDUIT. CONNECTIONS TO VIBRATING EQUIPMENT SHALL BE LIQUID TIGHT FLEXIBLE CONDUIT, MAXIMUM 18" IN LENGTH. E) OUTDOORS: * EXPOSED: RGS CONDUIT. * UNDERGROUND: CONCRETE ENCASED SCHEDULE 40 PVC CONDUIT. * FINAL CONNECTIONS: LIQUID -TIGHT FLEXIBLE CONDUIT, MAXIMUM 18" IN LENGTH. F) ALL EXPOSED WIRING AND WIRING ABOVE SUSPENDED CEILINGS SHALL BE PLENUM RATED, ALL EXPOSED WIRING WITH THE EXCEPTION OF FIRE ALARM SYSTEM WIRING SHALL BE WHITE. G) ALL LOW VOLTAGE WIRING SHALL BE RATED FOR ITS SPECIFIC USE. 4) SWITCHES, BOXES AND ENCLOSURES A) DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE WITH LOCKABLE HANDLE. ONE MANUFACTURER SHALL BE USED THROUGHOUT THE PROJECT. ACCEPTABLE MANUFACTURERS ARE SQUARE D, GENERAL ELECTRIC, SIEMENS AND WESTINGHOUSE, B) CAST OUTLET BOXES SHALL BE USED IN AREAS WHERE CONDUIT IS RUN EXPOSED. C) ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE PROVIDED AS LISTED BELOW UNLESS NOTED OTHERWISE. * INDOORS UNCLASSIFIED AREAS NEMA 1 * INDOORS CLASSIFIED 'DAMP' NEMA 1 * INDOORS CLASSIFIED 'WET' NEMA 4 * OUTDOORS NEMA 3R 5) MISCELLANEOUS A) TERMINATIONS (LUGS, TERMINALS, ETC.) ON ALL EQUIPMENT SHALL BE RATED FOR USE WITH 75(C CONDUCTORS. B) CONTINUITY OF EXISTING SYSTEMS AND CIRCUITS TO REMAIN SHALL REMAIN INTACT DURING AND AFTER CONSTRUCTION. ANY INTERRUPTION OF SERVICE OF ANY KIND SHALL BE COORDINATED WITH THE OWNER, ARCHITECT, AND OTHER TRADES, C) CONDUIT SYSTEMS FOR DATA SYSTEM SHALL BE 3/4" CONDUIT FOR UP TO SIX CATS CABLES AND/OR FOR THE EQUIVALENT OF A SINGLE GANG OUTLET BOX. D) PROVIDE CONDUIT BUSHINGS FOR ALL CONDUIT NIPPLES, SLEEVES AND RUNS FROM WALL BOXES TO ABOVE CEILING. E) THE ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL LOW VOLTAGE REQUIREMENTS WITH BBB VENDORS. THE ELECTRICAL SUBCONTRACTOR SHAL I PROVIDE CONDUIT WITH PULL STRINGS AS REQUIRED. THE DOCUMENTS A. DRAWING ORGANIZATION AND PRESENTATION: 1) DRAWING LIST - REFER TO ARCHITECTURAL DRAWINGS FOR DRAWING LIST 2) HOW NOTES ARE USED A) GENERAL NOTES - ONE OR MORE IN LIST FORM WHICH ARE NOT INDICATED SPECIFICALLY ON A PLAN, SECTION, ELEVATION OR DETAIL. B) NOTES FOR THIS DRAWING - GENERAL NOTES LOCATED ONLY ON THE DRAWING THAT APPLIES. C) KEY NOTES - USED IN LIEU OF STANDARD NOTES WHERE THEY IMPROVE READABILITY, KEY NOTES ARE GATHERED TOGETHER AND LISTED COLLECTIVELY ON THE DRAWINGS ON WHICH THEY ARE LOCATED. 3) MISCELLANEOUS A) TERMS - THE TERMS 'SHEET', 'DRAWING' AND 'PLAN' ARE USED INTERCHANGEABLY. THE TERM 'PROVIDE' MEANS 'FURNISH AND INSTALL'. B) SCALE - PRINTING OF THE PLANS IS OFTEN REDUCED, SO A GRAPHIC SCALE IS PROVIDED ON EACH SHEET. DO NOT SCALE ANY DRAWINGS. C) ORDER - EACH SHEET IS SET UP IN A GRID OF BLOCKS. THE NUMBER OF THE DETAIL BLOCK IS DERIVED FROM ITS POSITION ON THE SHEET, DETAIL 1 IS ALWAYS IN THE LOWER RIGHT CORNER OF THE SHEET. THE NUMBER OF THE DETAIL BLOCK IS INCREASED INCREMENTALLY FROM RIGHT TO LEFT AND FROM BOTTOM TO TOP. B. SPECIFICATIONS 1) TECHNICAL SPECIFICATIONS ARE INCLUDED IN THE PROJECT MANUAL. PROJECT GENERAL NOTES A. ALL TRADES 1) RESPONSIBILITIES + COORDINATION A) REFER TO PROJECT MANUAL FOR RESPONSIBILITIES REGARDING LOCAL PERMITTING AND UTILITY COMPANY REQUIREMENTS, FEES AND INSPECTIONS. B) SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION & DETAILS REGARDING ROOF CURBS AND PENETRATIONS, INCLUDING INSULATING, FLASHING, COUNTERFLASHING & SEALING, AND COORDINATE WITH THE ROOFING SUBCONTRACTOR. C) ALL EQUIPMENT SHALL BE FURNISHED WITH SHOP DRAWINGS, INSTALLATION GUIDELINES, MAINTENANCE MANUALS, SCHEDULES, TAGS, AND LETTER OF GUARANTEE IN A BINDER (THREE-RING) WITH TABS. ALL EQUIPMENT SHALL BE INSTALLED IN CONFORMANCE WITH THESE DOCUMENTS AND THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS D) EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF ANY WALLS, ROOF, OR FLOOR DURING CONSTRUCTION REQUIRED BY HIS TRADE. OPENINGS WHERE PIPING, DUCTS, CONDUITS, ETC. PASS THROUGH WALLS, FLOORS, OR CEILINGS SHALL BE CLOSED OFF AND SEALED, E) ALL FIELD CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED PRIOR TO SUBMITTING BIDS & PRIOR TO COMMENCEMENT OF WORK (INCLUDING UNIT ORIENTATION). NO ALLOWANCE WILL BE MADE FOR NOT COMPLYING WITH THIS REQUIREMENT. F) MAKE FINAL CONNECTIONS TO OWNER'S EQUIPMENT. G) HVAC SUBCONTRACTOR SHALL FURNISH ALL HVAC CONTROLS AS REQUIRED. LOW VOLTAGE CONTROLS SHALL BE WIRED BY THE HVAC SUBCONTRACTOR. LINE VOLTAGE CONTROLS SHALL BE WIRED BY THE ELECTRICAL SUBCONTRACTOR. 2) CONSTRUCTION A) PROPER FIRE PROTECTION MEASURES, SATISFACTORY TO THE LOCAL FIRE DEPARTMENT SHALL BE TAKEN WHEN WELDING OR CUTTING WITH TORCHES OR ELECTRIC ARC. B) REMOVE ALL MATERIAL MADE OBSOLETE BY THIS WORK. ALL REMOVED EQUIPMENT, MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF OF SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, RULES AND REGULATIONS. C) THERE SHALL BE NO RIGID CONTACT BETWEEN CONDUIT, PIPES, CEILING WIRES, AND DUCTWORK. 3) DOCUMENTATION A) DUCTWORK AND PIPING LAYOUTS ARE SCHEMATIC DIAGRAMS AND ARE INTENDED TO SHOW GENERAL ARRANGEMENT, SIZE AND CAPACITY AND DO NOT INDICATE WHICH DUCT OR PIPE IS ABOVE OR BELOW THE OTHER. ALL OFFSETS ARE NOT NECESSARILY SHOWN. CONTRACTOR SHALL ARRANGE AND COORDINATE THE WORK, FURNISH NECESSARY OFFSETS AND FITTINGS TO AVOID CONFLICT WITH OTHER MECHANICAL AND ELECTRICAL SERVICES AND STRUCTURAL AND ARCHITECTURAL ELEMENTS WITHOUT ADDITIONAL COST TO THE OWNER, B) IF AREAS OF CONFLICT ARE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED AND CONTRACTOR'S RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE WORK HAS BEGUN. B. PLUMBING 1) COORDINATE LOCATIONS OF ALL PLUMBING PIPING AND SPRINKLER PIPING TO CLEAR INTAKE LOUVERS. PROVIDE 10'-0" CLEARANCE IN ALL DIRECTIONS FROM VENTS THROUGH ROOF TO OUTSIDE AIR INTAKES. 2) THE FLOOR PLANS AND RISERS DO NOT SHOW ALL VALVES. PROVIDE ISOLATION VALVES AT ALL FIXTURES AND VALVES FOR EACH WATER PIPE SUPPLYING A FIXTURE GROUP FOR EASE OF SERVICE AND MAINTENANCE. PROVIDE ISOLATION VALVE ON EACH UNDERSLAB PIPE BRANCH, AND AT EACH SIDE OF OWNER -SUPPLIED EQUIPMENT, IF APPLICABLE. 3) CONTRACTOR SHALL COORDINATE THE LOCATIONS OF FLOOR DRAINS IN ALL MECHANICAL ROOMS AND STORAGE ROOMS WITH MECHANICAL EQUIPMENT LAYOUT PRIOR TO INSTALLATION OF THE DRAINAGE PIPING. C. HVAC 1) DUCTWORK A) FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE". B) PROVIDE VIBRATION ISOLATION ON ALL DUCT CONNECTIONS TO FANS AND OTHER EQUIPMENT. C) DUCT SIZES SHOWN ARE ACTUAL SHEETMETAL DIMENSIONS. INTERNALLY DUCT LINER IS INCLUDED IN DUCT SIZE. D) PROVIDE TURNING VANES IN ALL SQUARE ELBOWS, UNLESS OTHERWISE NOTED. E) PROVIDE VOLUME DAMPER ON EACH BRANCH TAKE OFF FROM DUCT MAIN AND ON EACH DIFFUSER TAKE OFF FROM BRANCH DUCT OR MAIN. F) FLEXIBLE DUCT CONNECTIONS TO REGISTERS, DIFFUSERS, ETC. SHALL NOT EXCEED 6'-0,. IN LENGTH, G) COVER OPEN ENDED DUCTWORK WITH 1 /2" X 1 /2" WOVEN WIRE MESH. 2) EQUIPMENT A) ALL AIR MOVING DEVICES, INCLUDING BUT NOT LIMITED TO, AIR HANDLING UNITS, AIR CONDITIONING UNITS, AND UNIT VENTILATORS MUST COMPLY WITH AMCA STANDARD 210 AND ASHRAE STANDARD 62-1989. B) UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL MECHANICAL EQUIPMENT WITHIN THE CONTRACT LIMITS SHALL BE MOUNTED ON VIBRATION ISOLATORS TO PREVENT THE TRANSMISSION OF SOUND _TO THE BUILDING STRUCTURE, VIBRATION ISOLATORS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND ON ACTUAL WEIGHT DISTRIBUTION OF THE EQUIPMENT FURNISHED. DEFLECTIONS SHALL BE AS NOTED ON THE EQUIPMENT SHOP DRAWING SUBMITTALS C) HVAC UNITS IN EXCESS OF 2,000 CFM SHALL BE FURNISHED WITH A SMOKE DETECTOR WITH SAMPLING TUBE TO BE INSTALLED IN THE RETURN AIR STREAM, WHERE SUPPLY AIR STREAM DETECTORS ARE REO KD BY CODE, PROVIDE SMOKE DETECTOR AND SAMPLING TUBE. HVAC SUBCONTRACTOR SHALL INSTALL AND ELECTRICAL SUBCONTRACTOR SHALL WIRE SAME. D) GAS -FIRED EQUIPMENT SELECTIONS ARE BASED ON ALTITUDES UP TO 2000 FEET ABOVE SEA LEVEL, EQUIPMENT SELECTIONS FOR ALTITUDES OVER 2000 FEET ABOVE SEA LEVEL SHALL BE CHECKED AND ADJUSTED IF REQUIRED. E) PROVIDE DECAL FOR EACH ROOFTOP UNIT, WITH MINIMUM 4" HIGH REFLECTIVE LETTERS, TO IDENTIFY EACH UNIT FOR MAINTENANCE PURPOSES. DECAL SHALL BE PLACED ON EACH UNIT ADJACENT TO THE UNIT POWER DISCONNECT SWITCH. F) ROOFTOP HVAC UNITS SHALL BE SUPPLIED WITH COASTAL PACKAGE (COIL COATING, PAINTED RAILS, ETC.) WHEN SITE IS LOCATED WITHIN FIVE (5) MILES OF THE COAST. G) PROVIDE ONE (1) SET OF FARR 30/30 2" DISPOSABLE PLEATED FILTERS IN EACH UNIT FOLLOWING SYSTEM STARTUP AND AFTER PROJECT COMPLETION. 3) CLOSEOUT A) SUBMIT ONE SIGNED AND SEALED TESTING AND BALANCING REPORT TO THE REVIEWING AGENCY AND ONE SIGNED AND SEALED TESTING AND BALANCING REPORT TO THE LOCAL BUILDING OFFICIAL PRIOR TO PROJECT COMPLETION. B) START UP EQUIPMENT AND TEST FOR ALL FUNCTIONALITY (HEATING, COOLING, VENTILATION, ETC.) AND ALL STAGES AS A CONDITION OF FINAL ACCEPTANCE OF THE SYSTEMS. SYMBOL LIST REF.: IDENTIFIER DESCRIPTION Ot KEYNOTE SYMBOL - KEYNOTE WITH LEADER 2 3 MULTIPLE KEYNOTES APPLYING TO THE SAME ITEM _Q5 CONNECT TO EXISTING DETAIL IDENTIFIER E4 DRAWING # (WHERE DETAIL IS FOUND) 01 DETAIL # SECTION IDENTIFIER E4 DRAWING # (WHERE DETAIL IS FOUND) 02 DETAIL # ELEVATION IDENTIFIER E4 DRAWING # (WHERE DETAIL IS FOUND) 03 DETAIL # A REVISION NUMBER FOR ADDENDUM O REVISION NUMBER FOR CONSTRUCTION BULLETIN 0 AREA OF CHANGE ABBREVIATIONS LIST REF.: IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION AFF ABOVE FINISHED FLOOR MFR MANUFACTURER AFC ABOVE FINISHED GRADE MH MOUNTING HEIGHT BBB BED, BATH AND BEYOND MIN MINIMUM BFG BELOW FINISHED GRADE MOD MOTOR OPERATED DAMPER Cl G CEILING MTD MOUNTED DN DOWN NIC NOT IN CONTRACT DWG(S) DRAWINGS) NTS NOT TO SCALE EM EMERGENCY OC ON CENTER ETR EXISTING TO REMAIN PSI POUNDS PER EWC ELECTRIC WATER COOLER SQUARE INCH EX EXISTING PSIG POUNDS PER SQUARE INCH GAUGE 'F DEGREES FAHRENHEIT PVC POLYVINYL CHLORIDE FI_A FULL LOAD AMPS RLA RUNNING LOAD AMPS FS FLOW SWITCH RPM REVOLUTIONS PER GPH GALLONS PER HOUR MINUTE GPM GALLONS PER MINUTE RTU ROOFTOP HP HORSEPOWER SDD DUCT SMOKE DETECTOR MAX MAXIMUM SQ. FT. SQUARE FEET MCA MINIMUM CIRCUIT AMPS TYP TYPICAL UH UNIT HEATER PLAN KEY PLAN REF.: t —(D SERVICE CORE —© -O ADJACENT TENANT 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS AlIll C A +j ._ LLl � J o � z U � O U N � CO i O z J LLI M C U EL QQz O LLL O Q Q P m 'n v r o 00 00 O W �J '� DO DO }-O>C Q w � Q o CO� O � C:)oIco 00 �wzQ0^ � < M m oo cjl�J MOODOM IZ O — o olz'nzmx Q WO CO U L m DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 903282 BBB # DRAWN: CHECKED: DYG JGG Professional of record practicin<� as an individual. lL J� HUILB-5R PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 LICENSE NO. 30767 F DRAWING TITLE: G �O PLUMBING, MECHANICAL AND ELECTRICAL GENERAL INFORMATION 01 PME1.1 NO SCALE1 GENERAL NOTES HORIZONTAL PIPING SUPPORT SYMBOL LIST REF.: ABBR'E_WTIONS LIST REF.: REF REF.: HORIZONTAL PIPE OF THE F01 L OWING MATERIALS SHALL BE SUPPORTED IDENTIFIER DESCRIPTION GENERAL NOTES ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS BUT NOT LESS THAN THE IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION 1. THE PLUMBING SUBCONTRACTOR'S SCOPE OF WORK INCLUDES ALL WORK WITHIN DISTANCES LISTED BEI OW. NO PIPING IS TO BE SUPPORTED DIRECTLY FROM THE ROOF DECK. BFP FLOW PREVENTER BUILDING AND 5'-0" OUTSIDE BUILDING UNLESS OTHERWISE NOTED. ALSO, IT GATE VALVE/BALL VALVE SANITARY SEWER PIPING BELOW GRADE CO CLEANOUT MAKE CONNECTIONS TO SERVICE PROVIDED BY SITE WORK CONTRACTOR. REFER 1, CAST IRON SOIL PIPE UTILITY CIVIL ENGINEERING DOCUMENTS FOR EXTERIOR WORK, TO SITETRENCHING, * TRENCHING, BACK FILLING, ETC. - FIVE FOOT (5') INTERVALS EXCEPT WHERE TEN FOOT (10') LENGTHS �wl� OS&Y GATE VALVE SANITARY SEWER PIPING CODP CLEANOUT DECK PLATE OF CAST IRON SOIL PIPE ARE USED. TEN FOOT (10') INTERVALS 2. ALL PIPING THAT PENETRATES WALLS SHALL BE SLEEVED AND HAVE BETWEEN SUPPORTS ARE ACCEPTABLE. FCO CLEANOUT FLOOR MOUNTED ESCUTCHEONS. ANY PENETRATIONS THRU FIRE RATED PARTITIONS SHALL BE GLOBE VALVE - - S - STORM SEWER PIPING BELOW GRADE BALED WITH SCOTCH-3M #FS195 WRAP AND #CP25 CAULK AS PER COG CLEANOUT TO GRADE MANUFACTURER'S RECOMMENDATIONS. 2. STEEL THREADED PIPE CHECK VALVE S `�' - 1-1/4" IN DIAMETER OR LESS - EIGHT FOOT (8') INTERVALS STORM SEWER R PIPING WCO CLEANOUT WALL MOUNTED 3. SLOPE ALL 3" AND 4" SANITARY SEWER PIPING BELOW FLOOR AT 1% - 1-1/2" AND OVER - TEN FOOT (10') INTERVALS. MINIMUM. VENT PIPING CW COLD WATER Ibl 1/4" TURN BAIL VALVE 4. THE PLUMBING SUBCONTRACTOR SHALL COORDINATE LOCATIONS OF ALL 3. COPPER TUBE EWC ELECTRIC WATER COOLER PLUMBING PIPING TO CLEAR INTAKE LOUVERS. PROVIDE 10'-0" CLEARANCE - 1-1/4" OR LESS - SIX FOOT (6') INTERVALS. i GAS COCK - COLD WATER PIPING IN ALL DIRECTIONS FROM VENTS THROUGH ROOF TO OUTSIDE AIR INTAKES. - 1-1/2" OR OVER - TEN FOOT (10') INTERVALS. DFU DRAINAGE FIXTURE UNITS 5. THE PLUMBING SUBCONTRACTOR SHALL REFER TO THE FIXTURING PLAN FOR 4. PLASTIC (PVC AND ABS) PIPE SV ® CAS SOLENOID VALVE - - HOT WATER PIPING FD FLOOR DRAIN COORDINATION OF ALL PIPING, EQUIPMENT, DUCTS, VALVING, AND SERVICE RISERS WITH THE BBB STORE FIXTURING. ALL SYSTEMS SHALL BE ROUTED AND/OR - 1-1/2" OR LESS - THREE FOOT (3') INTERVALS. III G NEW GAS PIPING G GAS LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES, - 2" OR OVER - FOUR FOOT (4') INTERVALS. UNION - - - - - G - EXISTING GAS PIPING SHELVING, AND RACKING. INSTALLATIONS MADE WITHOUT REGARD TO STORE FIXTURING SHAIL BE CORRECTED AT NO ADDITIONAL COST TO BBB. SPECIAL CONSIDERATION SHALL BE GIVEN 5. EXPOSED FCOO DENOTES FLOOR MOUNTED CLEANOUT GPH GALLONS PER HOUR TO THE STORAGE AND PRODUCT HANDLING ASPECTS OF THE SALES AND RECEIVING DOCK AREAS. SEE STRUCTURAL AND - ALL PIPING IN EXPOSED LOCATIONS TO ROUTE ALONG WAIII IS XX EQUIPMENT DESIGNATION HB HOSE BIBB ARCHITECTURAL PLANS FOR MINIMUM MOUNTING HEIGHTS. OR STRUCTURE. NIC01P7 DENOTES CLEANOUT IN WALL 1 HW HOT WATER 6. THE PLUMBING SUBCONTRACTOR SHALL VERIFY UTILITY LOCATIONS AT SITE AND PX PLUMBING FIXTURE NUMBER SHALT MAKE CONNECTION TO STUBS ON SITE, IF REQUIRED. M WATER METER HWH HOT WATER HEATER 7. HE PLUMBING SUBCONTRACTOR SHALL FILL FLOOR DRAINS WITH WATER UPON HWR HOT WATER RETURN COMPLETION OF WORK AND TESTING. -�- GAS METER 8. ONE WEEK PRIOR TO SUBSTANTIAL COMPLETION THE PLUMBING I INV INVERT SHALL SNAKE THE SANITARY LINE WITH A VIDEO RECORDING THERMOMETER DEVICE. THE PLUMBING SUBCONTRACTOR SHALL NOTIFY THE BBB CONSTRUCTION IN/ INDIRECT WASTE PROJECT MANAGER OF ANY PROBLEMS AND CORRECT AS REQUIRED. THE �- PLUMBING SUBCONTRACTOR SHALL SUBMIT ONE COPY OF THE VIDEO TAPE TO WALL HYDRANT LAV AVATORY THE BBB CONSTRUCTION PROJECT MANAGER. FD 0 FLOOR DRAIN ORD OVERFLOW ROOF DRAIN 9. ONCE THE CONCRETE FLOOR SLAB IS POURED, IT MUST BE KEPT CLEAN, O GAS REGULATOR FREE OF DUST, DIRT, PAINTS, STAINS AND TIRE MARKS, UP UNTIL RD ROOF DRAIN PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH TREATMENT. ALL LIFTS TO BE DIAPERED (TO PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR) AND USE NON -MARKING TIRES. PLUMBING FIXTURE SCHEDULE NO. FIXTURE MFG. TYPE AND TRIM NO. SUPPLY TRAP NO. SUPPORT PIPE SIZES REMARKS MODEL NO, PIPE NO. NO. TRAP WASTE VENT CW HW P1 WATER CLOSET EXSITING - - - - - - - - - SEE NOTE #3 P2 URINAL EXISTING - - - - - - - - - - SEE NOTE #3 P3 LAVATORY EXISTING - - - - - - - - - - SFF NOTE #3 P4 MOP RECEPTOR FIAT MODEL No. AMERICAN - P'-TRAP FLOOR 3" 3" 2" 3/4" 3/4" 889-CC MOP HANGER, 832-AA HOSE/HANGER STANDARD MSB-2424 8340,235.002 MOUNTED QDC-3XH 3" QUICK DRAIN CONNECTOR ELECTRIC WATER P5 EXISTING COOLER _ - - - - - - SEE NOTE #3 P6 SINK ELKAY LRAD AMERICAN STANDARD MCGUIRE COUNTER 1-1/2"X 1-1/2" 1-1/2" 1/2" 1/2" SINK DRAIN, P-TRAP WITH CLEANOUT 2219.602 7500.170.002 8912 TOP 1-1/2" CRUMB -CUP STRAINER P7 WATER HEATER A.O.SMITH ELSE-10 3/4" 3/4" 10 GALLON, 2 KW, 208/1 PHASE, ENERGY SAVER ELECTRIC P8 INSTANTANEOUS PVI INDUSTRIES 3.01-120V CONTRACTOR TO VERIFY COMPLIANCE WITH WATER HEATER 3/8" 3/8" APPLICABLE CODES AND ORDINANCES BEFORE ELECTRIC OR EQUIVALENT ORDERING. INSULATE ALL EXPOSED HW PIPES MOUNTED BELOW SINK. FD FLOOR DRAIN EXISTING - - - - SEE NOTE #3 HB HOSE BIBB WATTS SC8-4 CAST IRON BODY & HANDWHEEL, I.P. REGULAR - - - 3/4" - PATTERN CONNECTION. PROVIDE WITH TAMPER PROOF VACUUM BREAKER, NOTES: 1 PROVIDE MCGUIRE PRO -WRAP INSULATING KIT ON TRAPS AND HOT AND COLD WATER SUPPLIES TO ALL HANDICAPPED LAVATORIES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF HANDICAPPED FIXTURES. 2 ALL PLUMBING FIXTURES MANUFACTURED BY AMERICAN STANDARD ARE TO BE PROVIDED THROUGH A NATIONAL ACCOUNT AGREEMENT. REFER TO THE PROJECT MANUAL FOR CONTACT INFORMATION. 3 EXISTING TO REMAIN. REPAIR/REPLACE ANY COMPONENT TO ENSURE PROPER OPERATION AND TO MEET ADA REQUIREMENTS. FIELD VERIFY CONDITION AND OPERATION OF EXISTING FIXTURE. VERIFY WITH BBB C.M. IF REPLACEMENT WITH NEW FIXTURES IS REQUIRED. RPZ REDUCED PRESSURE ZONE BFP SAN SANITARY SS SERVICE SINK ST STORM UR URINAL V VF_NT VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WFU WATER SUPPLY FIXTURE UNITS WH WALL HYDRANT T 7 8 I I I I RECEIVING n I AT0 I I I I � I - O B I I I I I F I o _ � G x :— SAL ESI SERVICE CORE I I — `D I z EI TIRE TEN,FNT SPACO Q Q I FULLY SPRINKLE RE W Z I I W F Q � U Z — Q) 2<LU oz- Q� I L- _ Jv _IF - F. f G � I I H 4.1 5.1 03 9 6.1 0 PLAN®NORTH PLUMBING FIXTURE SCHEDULE 02 KEY PLAN 01 REF.: NONE REF,: NO SCALE SQ�SO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS co LU z �_ z 0 0 o Q C� - < N w Ohm Q F �, o -� W N LU 0 10O F— LL z CD (nn D_ V �- U) o 0wwrr)cCD LJO>CoDO 00 n W Lj < CD co M LL O F- CDCO I co a j w co�o I%�1( ll - Q_m 00 W z 'D 00 J mO 0-o O 00 0 - o � z B 6, Q0 X WmU O m DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11 /03 ARCH. PROJECT # BBB PROJECT # 903282 BBB # DRAWN: CHECKED: DYG JGG Professional of record pra ticing s an individual. �A AUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 2/28/05 LICENSE NO. 30767 DRAWING TITLE: PLUMBING GENERAL INFORMATION AND SCHEDULES P�.1 GAS LOAD SUMMARY ITEM MBH NEW ROOF TOP UNIT RTU-1 260 NEW ROOF TOP UNIT RTU-2 260 NEW ROOF TOP UNIT RTU-3 260 NEW ROOF TOP UNIT RTU-4 260 NEW ROOF TOP UNIT RTU-5 260 NEW ROOF TOP UNIT RTU-6 125 NEW UNIT HEATER UH-1 100 TOTAL 1,525 GAS LOAD SUMMARY REF.: R6U RTU RTU R1U R3U 9I1 AAMU opn KAPH 260 MBH 260 MBH 260 MBH RTU 0 250 MBH GAS RISER DIAGRAM REF.: 04 NONE AS EX TO EXISTING V.T.R. TO REMAIN J(L2"V, T.R. iL Roo 1RO 0� I SANITARY RISER DIAGRAM 02 REF.: NONE R00� Roof Roof 3/4"To Hose Bib At Roof Hatch —{T _ _ _ - - - - - - - - EXISTING CW--"*' EXISTING CW-,-**' TO REMAIN. FIELD TO REMAIN. FIELD I 1 VERIFY LOCATION VERIFY LOCATION I & SIZE. & SIZE. I I I I I 3/4„ 1 /2" I I I I P7 I I I n n I n n n n n n n I 3/4" 3/4" P6 P1 P3 P1 P1 P3 P3 P1 P1 I P2 P1 P2 P1 P5 I P3 P3 I P3 P3 P3 i I - I P3 — P8 - - _ _ _ P4 Borst Roor RrO Roor Mr�ilr�Y�� rlic•�1vL LAID 111NU GAS LINE WATER RISER DIAGRAM 03 REF.: NONE 01 NONE F -F-A W 4— 0 J � z z U 0 0 Q Q= -I--J Q N uw (� O >1 Jhm C CM U 0 Q Q Z ty- C: WOO >1 Lj f— ~ u- m o 00 �W LJ I") DO 0000 0� W�Qo03 Q mI. o 0O00 � o I � =`—mzQ0a0 DOQ0 <��z�CD moo - CD � � 0 L z 0-)x (0 � < Wm ul LL- DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11 /03 ARCH. PROJECT 4 BBB PROJECT 003282 DRAWN: CHECKED: DYG JGG Professional of record practicing as an individual. Y K. HUBER AL OF RECORD PHONE: 314-821-1100 02/28/05 LICENSE NO. 30767 DRAWING TITLE: PLUMBING RISER DIAGRAMS P1.2 Li W I -- 0 � z U o N LU o Q ~ ti J J W CV a. U J LL Qz® Q W 0 0 0, LL mm Q Q 01 C7 n U) 046 V) C) C00 uLLQCDCO m 0 CD DO >— O O I 00 LLJ m -, CO � _ ~ 00 m zQ0 o H— Q < ct — z CD CC)m0-Qoo� om`nz °�'x Q WO m O LL- M L� DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT## I BBB PROJECT# 903282 DRAWN: CHECKED: DYG JGG Professional of record p actici as an individual XJ. d HUBER PROFESSIONAL OF RECORD It PHONE: 314-821-1100 02/28/05 LICENSE NO. 30767 DRAWING TITLE: PLUMBING FLOOR PLAN P2.1 NOTES PLUGGED 1/8" NPT TEST REF.: GAUGE CONNECTION SINK P6 AS COCK WITH PLUGGED SEE SHEET P2.1 NOTE: S NPT TEST GAUGE C�FOR CONTINUATION IIc�-1/2" NOTES FOR THIS DRAWING CONTRACTOR SHALL VERIFY ALL MECHANICAL ONNECTION RTU SECURE TO 2 1. ALL ABOVE GRADE PIPING SHALL 9E RUN CONCEALED IN ALL ROOMS AND AREAS N CEILING I GAS FIRED EQUIPMENT CONNECTION LOCATIONS WALL WITH IN THE FIELD PRIOR TO INSTALLING ANY G,, AAO D JOINT UNION TOGGLE 1 APPLIED. PIPE MAINS OR BRANCHES. BOLTS 2. FLUSH CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET m AREAS, ELECTRICAL ; I P 8 _e 3. ALL HOT AND COLD WATER PIPING SHALL BE INSULATED PER THE PROJECT MANUAL. 3-WAY STOP CONNECTION 3/4" COLD WATER NPT 6' WITH ACCESS 3/8" TO SINK P6 4. SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4" PER FOOT (MINIMUM AND TYPICAL). DOOR --�` CONNECT TO UNIT GAS 3/8" TO HEATER 5, ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL ROOMS AND AREAS WITH HUNG CEILINGS. PIPE ADAPTOR CONTROLS WITH GROUND JOINT UNION PROVIDE WH GROMMET FOR WATER- INSTANT -FLOW HEATER ROOF DIRT POCKET TIGHT SEAL 3/8" FPT INLET &OUTLET NION FLOOR �-__--_- EW 1-1/2" ftLRPPEAD SEWERKEY NOTES (SYMBOLS O O ETC.} Nl€�R-0M- UPM UNDER 1. 1/2" HW TO P6 FROM INSTANTINUOS WATER HEATER. WATER HEATER IS MOUNTED ON THE WALL BELOW kE__SU/_.TC UTED ABOVE THE SINK. BOTTOM OF JOIST AND CONNECTED INSTANT —FLOW WATER HEATER 0 I I I INTO SEWER LINE WITHIN THE WALL. 2, 1/2" CW FROM MAIN LINE TO SINK (P6). SEE SHEET P2.1 FOR CONTINUATION. 3. 1 -1/2" SANITARY UP FROM P6 (BREAK ROOM SINK) TO BE ROUTED ABOVE BOTTOM REF.: NONE 3 OF JOIST TO DISCHARGE INTO THE SEWER LINE FROM THE MOP RECEPTOR (P4). DIELECTRIC UNION Z 4. 1-1/2" SEWER DOWN FROM P6. ROUTE AND DROP THRU THE WALL TO CONNECT INTO SANITARY LINE. TYPICAL I 5. EXTEND NEW 2" VENT PIPE FOR P4 AND CONNECT INTO AN EXISTING LINE. FIELD VERIFY STEEL SLEEVE WELD TO STRUCTURE AND 1 2"VTR LOCATION AND SIZE OF EXISTING VENT I INE. ATTACH B2400 STRUT FILL WITH WATER PROOF MASTIC 1 ' \ U 6. CONNECT NEW 1" CW INTO EXISTING LINE AND EXTEND TO P4 & P7. FIELD VERIFY LOCATION OF TO BAR JOIST, SECURE P 6 EXISTING WATER LINE. GAS PIPING - RUN PIPE WITH PIPE CLAMP /O 7. EXTEND NEW 3" SANITARY PIPE FROM P4 AND CONNECT INTO AN EXISTING LINE. FIELD VERIFY BELOW ROOF ABOVE GAS PIPING TH R U ROOF DETAIL 0 9 \ LOCATION AND SIZE OF EXISTING LINE. BOTTOM CHORD OF NONE R HEATER WITH 3/4" DRAIN BAR JOIST TYPICAI REF.: U T & P RELIEF 8. PROVIDE 20"X20"X9" DEEP GALVANIZED SHEET METAL PAN UNDER NEW WATER WATTS #DET=5 THERMAL n VALVE TO PIPE ROUTED TIGHT TO WALL AND EXPOSED IN JANITOR'S CLOSET TO MOP SERVICE SINK, TERMINATE DRAIN EXPANSION TANK. INSTALL 1, DISCHARGE PIPING AT 6" ABOVE FLOOD LEVEL OF MOP SERVICE SINK. PER MFR'S INSTRUCTIONS INTO DRAIN PAN. 9. REPLACE EXISTING WH WITH NEW ONE AND INSTALL ABOVE P4 AS SHOWN ON THE WH DETAIL. 1" HW SUPPLY ELECTRIC -_____= RECONNECT PIPING TO SERVE EXISTING FIXTURES AND NEW MOP SINK (P4). WATER HEATER 10. CAP EXISTING CW LINE AND REMOVE PIPING BEHIND THIS POINT. FIELD VERIFY LOCATION. I I I I C DRAIN PAN ROUTE 1 1/2" PIPE ABOVE SPECIFICATIONS. NOTE: INSULATE C- I L I N G TO DISCHARGE WATER R PIPING LL HOT &COLD DISCHARGE AT PLAN NORTH SEE I CONTAINED 6" ABOVE MOP INTO THE SEWER LINE IN EJECTION PUMP(EP-1 SINK (MS-1). THE BATHROOM CHASE. SEE BY LITTLE GIANT, WATER HEATER PIPING DETAIL 05 FIRST FLOOR PLAN — WATER& SAN 04 r F n REF.: NONE REF.: 1 /8„=1'-0„ SH��T 02/P2.1. r OR MODEL WRS-8E,115V, CONTINUATION. SLOPE 11.5 AMPS, 1 /3 HP, PIPE AS REQUIRED. 138OW OR EQUAL, 8c 5 GALLONS TANK. SEE SHEET I I FOR CONTINUATION 2" VENT WITHIN THE PUMP TO 21� MAX. FOR CONTINUATION WALL -- ROM P6 &SP-1 I I I I BELOW SINK DISCHARGE THE WALL I EXISTING DOMESTIC n WITHIN WATER LINE TO REMAIN. -___- (WH B ) COUNTER ----- FIELD VERIFY LOCATION 1-1 /2" PIPE 2" VENT WALL I AND SIZE. P FROM SINK (P6) — OFF VALVE P4 8 T SHUT 0 6 CHECK VALVE - -— - - - UNION I — I � I I I I 4 5 SP I I I I 10 E--I El O 0 • • 0 � 4 4. 5 "7 8 0� II T 0 I I I P3 P3 P3 ;; P3 P3 P3 I Rel eiving I I I I I I I I I II II o I I I I EXISTING SA TO REMAIN. FIELD VERIFY LOCATION a AND SIZE. A I - 0 ED 0 7 0 ED I I I EJECTION PUMP DETAIL 08 H P5 P5 o REF.: NONE L 1 P1 P3 P3 P2 P2 I o 0 o I Service Core P2 P2 � _ � O _ ■ OF 0 • • uo • • (SQUARE SHELF) O • O P3 Adjacent 1 Adjacent WATER HEATER I P - - - Tenant I I I Tenant DIA. + 3" (MIN.) [( I I 1- I y ) -A 1 I I I I O D OED I 3/4" PLYWOOD z I I I I (4)ANGLES E 8'-0" (MIN.) A.F.F. �I II 1 1/2" X 1 1/2" X 1/8" P3 P3 P3 P3 P3 P3 F I I 00 ALL -WELDED STEEL ANGLE 30 I I L- _-' - MOUNTING SHELF PRIMED \ I I I I I & PAINTED WHITE GLOSS ENAMEL. FbilO O O _ H ----- Entr I Vest bule (2) VERTICAL & `�' C (2) DIAGONAL ANGLES SEE SHEET P2.1 SEE SHEET P2.1 I NORTH SECURELY ANCHOR TO WALL STUDS FOR CONTINUATION FOR CONTINUATION PLAN NORTH PLAN A N W/MIN. OF FOUR (4) 1/4"0 STEEL FASTENERS. WATER HTR SUPPORT DETAIL 07 FIRST FLOOR PLAN - WATER 03 FIRST FLOOR PLAN - SANITARY 02 KEY PLAN 01 REF.: NONE REF.: 1/8"=1'-0" REF.: 1/8"=1'-0" REF.: NO SCALE 00000 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS w 4-- o � z C) -d o N w cn o < -J w N C U J Q Q z W O O >' L_LJ ~ Z 0 <�¢ m C� � r cn 0000 �U>000 00 WLL_QODo Q m0oO 0>-o�I coo -,caQ0 CK LLJ = r m z00 00 I— Q — zr`CD m�O QOQ>% L-Li 0 Q W m L DISTRIBUTION: FATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11/03 ARCH. PROJECT # I BBB PROJECT # 903282 DRAWN: CHECKED: DYG JGG Professional of record practici g as an individual (\ /1 ( _k 2003 A J. HUBER PROFESSIONAL OF RECORD PHONE: 314-521-1100 02/28/05 LICENSE NO. 30767 DRAVANG TITLE: PLUMBING ENLARGED PLANS AND DETAILS P3.1 r Ism E I"-- --Ti UNE 141, 1 ( i 1 �� I ��' i 36 —13/8 - ��" EXISTING U.G. f-----_-----—_------.._-- PUBLIC WATER MAIN i 07'-5 3 $+ ' --18 , 4„ - 3; t I ----- -- -- ------ --- — 1ExIST. I DOCK: �I DOCK ADDIi"ION I EXISTING 8" U.G. !FIRE �---------"" -' i SERVICE LEAD-IN i --- _ - --- - _------- - -- - --- ----- F ---. _T ---I co - i EXISTING FIRE i I DEPARTMENT EXISTING 8" ABO CONNEC110 GROUND DCDA i I BACKFLOW PREVE TER 0) i EXISTING BRANCH LINES TO ADJACENT TENANT n a ti ip ,0 N 0 co 0 r 0 0 0 m t I FPD .0 77 , t ( L- r' T` �,- -.-i / J,�-._/ I �;/—r _.�_ r _ { TT.1.. — r,> --, _ I _.X-- /\T ��� �. If —_ --_ -T - - tie-T1}- i t --tom it t 1 III ' ja t F'- EXISTING I RA NCI �I I z/� LINES TO ADJACENT . �I I ! ' ! , �' b ' i; /G { i TENANT r �' I - 4- 46'-6' REMOVE ALL EXISTI G SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES & MAINS LOCATED IN HATCHED AREA EXISTING BRi NCH LINES TO ADJACEN TENANT iT, /' I C I I,' I ' I ? / t it EXISTING BRNCH % , - r i f LINES TO AD ACENTI I TENANT j - �d ` L I fi _ 1 i I L ',.JL- J i I I I I I RE SPRINKLER DEMOLITION PLAN 14 o; SCALE: 1 /16" = 1'-0" LEASE EXTERIOR LINE `eti 1 FACE OF r' 3 J LI EXISTING FLOW SWITCH EXISTING 6' ALARM CHECK VALVE ' ray E� 1 �! EXISTING PRESSURE ------GAUGE (TYP.) _ IL_� r -— I NI 1 I I 1 I I 1 FINISHED FLOOR I JELEVATION @EXISTING AFIRE SPRINKLER RIDER NOT TO SCALE SYMBOL KEY EXISTING PIPING TO BE DEMOLISHED — — —t EXISTING PIPING TO REMAIN 1----� NEW PIPING TIE INTO EXISTING PIPE �T� • CHROME RECESSED 165`F 1 /2" ORIFICE O BRASS UPRIGHT 286'F K-17 231 APPROXIMATE CENTER LINE ELEVATION /^ /O OF EXISTING PIPE ABOVE FINISHED FLOOR o APPROXIMATE CENTER LINE ELEVATION OF o' NEW PIPE ABOVE FINISHED FLOOR AND/ OR BELOW METAL DECK —o— RISE FROM LEFT TO RIGHT AND DROP FROM RIGHT TO LEFT. �-- CAPPED PIPE. XX HYDRAULIC REFERENCE POINT REMOVE ALL EXISTING SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES & MAINS LOCATED IN HATCHED AREA DEMOLITION NOTES 1. REMOVE ALL EXISTING SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES & MAINS LOCATED IN HATCHED AREA SEE FP1.0 FOR DESIGN CRITERIA, GENERAL NOTES AND DETAILS CD w z v z U o ¢ < z } o _ �i o ¢ z I-) ora_ oww N w z o O a- J I, = r w w o w o aw o W w CDw a ¢ � o w F_ X t- ¢J LIJ ¢� v,� _ 0 0 ck-- af v�ww(D CD¢ w o w LLJ Q m c,LA O U CL � ~Q ==WV)w¢ H w a� CL 1 OC��OO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS z 1— z H J y z O L) W G O 0 UD to v 8 CO U � c O wj r E5 J in In 3 (n -1--J W 0 UN�/ z U can o N w Q ~ ~ � O J W N 9 a— c� C G � W.,..� , Q Q Z 0 W00 Z O V cD U6 C9 co O U < CD � DD Q� CO LjL- C°o>-ooi Co =Qm LLJa CO `°00 Q O z O � c° cr o�z�x O Lc) w Q DISTRIBUTION: DATE: PERMIT/BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 64165-0 DRAWN: CHECKED: WBS DJB �� /11lo GATE. PROFESSIONAL. OF RECORD: DAVID SURKHART, F.E. LICENSE N9.46796 CODE CONSULTANTS, INC. 1564 EDR11AN CIRCLE DR. Sr. L OUIS, MD, R3146-4126 PRONE: 314-991-2633 CERTIFICATE OF AU111ORILAUN NO.76BB DRAWING TITLE: FIRE SPRINKLER DEMOLITION PLAN F P D 1 - 1 I Li ( 5 LEA SE -.,_ ' .�� LINE I O ! I IEXISTDOCK DG^i. I nDOf(101`1 I�I AUX- DRAIN V�LVE i ! W/ 3/4 DOSE END I I ADAPTER (RYR.) I ( 10,-0!, r,.10'-0' 1 (� 12 11 2" ( 2 1/2" �I 1 O III ( I ( I I AD t - Ili 1211 2 t 2 1/2" A 1ITT I � I I � — I, I EXISTING BRANCH ! 1 Oo I I I n LINES TO ADJACENT F11:11 TENANT '- 3 $ 2 11 21 ! i'21/2", � 1,8,-5,. I. -4„� 4„ 8'-., — "-- I i ! i 316 I I I ! ( I I I ' �4 I I! I EXISTING BRANCH II 2 1/2" 1 I 1 LINES TOIADJACENT TENANT I � I I I a- 2 1/2" h:) I I i I I 31 - — —----- — -- _;{ EXISTING U.G. 10 ! - PUBLIC WATER MAIN ----I----i—� ! SRC EXISTING 8" U.G. FIRE I SERVICE LEAD-INII I II ' EXISTING FIRE I it DEPARTMENn`T EXISTING 8" ABOVE CONNECHO GROUND DCDA it FP BACKFLOW PREVE, TER Ilk i I` FP1.0 BOR BFPt II �O ^ -2 1/2"! i I i 2 1/2" i 0" 2 2 6, cn ^i I 60 a 6 i i I ! --SPRINKLER IN CLOSET (AS REQUIRED) _,;-F> - 13. — -- I 2 1 /2"1 ! IL J I 12 1 /2 ! I I 12 1 /2�i 49 ! 1 2 1/2" I I I I ( 48 1 4 3 I I I I I ! I I I I I I f I I 2� 9 ! ) /2„ 2 1 /2» I I 12 1/2" I 2 1 /2" 47 2 1 /2" F n � I I EXISTING BRANCH LINES I li i 29 TO ADJACEN�TENANT I ! 2 1/2 I 2 1/2- 2 1/2 2 1 /2', O 2 1 /2" 3 5 r 3' 9„I1I 3-�I I 018'-4"3,i 7' "!7'4" 7'-8"T-9 7r678'-0 8' I"8'-0 0N I d i I I — 917 -- --� - -- i _ I F. �4 —I-- - 1 III 1�2,1 I O L 1/2�� I 2 1/2I I I 12 1/2,.! 43 12 1 j2" 1 I I 16 17 I 18 ( 19 20 21 ! 22 ! 23 i 26 OI Q O O 11 lj O ! I I EXISTING BR�NCH � LINES TO ADJACENT;II--I5 -,� TENANT 1i5j '����i"j�� 10 11 112 II,,; 13 ! 14 1 I'�I 1 i 42 � 2I i 2 i 131 ! ! ! I 37'.-65 EN RY VESTIBULE, WA O ( i Ir- L to DO NOT GO TO DECK, .AND :.4 ' '' _ I 1 HATS NO CEILING o I to I o f1� _I I I l iJ I I 59 3 4 5 Iz-;6 17 41 1 2 1 /2 2 2' — — - 2 1 2— - IF I" INSPECTOR'S TEST 91 r"( 1 CONNECTION WITH i �_ I I AUX. DRAIN VALVE I W/ 3/4" HQSE END I.. ADAPTER (TYP.) I �M1 I ! LINEEXTERIOR I I I � � FACE OF I eg PANEL 01 FIRE SPRINKLER NEW PLAN SCALE: 1/16" = 1'-0" NEW FLOW SWI TCH 13'-0" NEW 6" ALARM CHECK VALVE NEW PRESSURE GAUGES NEW 6" BUTTERFLY VALVE 2-PIECE ADJUSTABLE ESCUTCHEON (LISTED FOR USE W/ SPECIFIED SPRINKLER) FINISHED CEILING 1/4" MINIMUM DISTANCE - MANUFACTURER'S REQUIRED MAXIMUM DISTANCE VERTICAL TOLERANCES FOR RECESSED SPRINKLERS NOT TO SCALE TO NEW BBBY SYSTEM ,e176 �I EXISTING FLOW SWITCH r� I "A EXISTING 6" ALARM CHECK VALVE I (a'k EXISTING PRESSURE -'—GAUGE (TYP-) I/ \L- —_ 1 NI I I I I 1 I 1 I I I FINISHED FLOOR j ELEVATION @EXISTING AFIRE SPRINKLER RISER NOT TO SCALE DESIGN CRITERIA SALES AND PRE -SALES AREAS PROVIDE PROTECTION OF SOLID SHELF STORAGE OF CLASS I THROUGH CLASS IV COMMODITIES UP TO 16'-6" IN HEIGHT. CURRENTLY, NFPA 231 DOES NOT PROVIDE PROTECTION CRITERIA FOR SOLID SHELF STORAGE OVER 15'-0". THEREFORE, BBBY REFERS TO NFPA 231C (1998) FOR RACK STORAGE PROTECTION CRITERIA. A DESIGN DENSITY IS OBTAINED IN SECTION 6-11, TABLE 6-11, FIGURE 6-11(D) CURVE 0, FOR UNENCAPSULATED CLASS IV COMMODITIES, 20-FT STORAGE HEIGHT, 4-FT AISLES, WITH NO SOLID SHELVES AND NO IN -RACK SPRINKLERS, USING HIGH TEMPERATURE SPRINKLERS AT THE CEILING. THE DENSITY IS ADJUSTED IN ACCORDANCE WITH FIGUIRE 5-9.2 FOR A STORAGE HEIGHT OF 16'-6". THE DENSITY IS FURTHER ADJUSTED FOR THE USE OF SOLID SHELVES BY APPLYING SECTION 6-9.10, CORRELATING SOLID SHELVES ON SHELF STORAGE WITH SOLID, FLAT -BOTTOM, COMBUSTIBLE PALLETS ON RACK STORAGE. THE RESULTING DESIGN CRITERIA SHALL BE AS FOLLOWS: DENSITY - 0.49 GPM/SO FT OPERATING AREA - 2,000 SO FT TEMPERATURE CLASSIFICATION / NOMINAL K-FACTOR / RESPONSE TYPE - 286-F / 16.8 / SR HOSE STREAM ALLOWANCE - 500 GPM OFFICE BREAKROOM AND VESTIBULE AREAS PROVIDE PROTECTION IN ACCORDANCE WITH NFPA 13 FOR AN ORDINARY HAZARD GROUP I. DESIGN CRITERIA SHALL BE AS FOLLOWS: DENSITY - 0.15 GPM/SO FT OPERATING AREA - 1,500 SO FT TEMPERATURE CLASSIFICATION / NOMINAL K-FACTOR / RESPONSE TYPE - 165-F / 5.6 / SR HOSE STREAM ALLOWANCE - 250 GPM FINISHED CEILING AREAS - IT IS INTENDED THAT THE GREATEST ACCURACY BE PROVIDED TO LOCATE SPRINKLER IN ACCORDANCE WITH THE DIMENSIONS SHOWN ON THE DRAWINGS WITHOUT THE EXPENSE OF "RETURN BEND". IT IS UNDERSTOOD THAT NO MORE THAN A 3-INCH RADIUS TOLERANCE ABOUT THE POINT IDENTIFIED BY DIMENSION WILL BE ACCEPTED. WHERE ROWS OF SPRINKLERS ARE PROVIDED WITHIN THE SAME CEILING PLANE, ANY PART OF THE TOLERANCE USED FOR ONE SPRINKLER SHALL BE THE SAME FOR ALL OTHERS IN THAT SAME ROW. COORDINATE CLOSELY WITH THE ELECTRICIAN INSTALLING LIGHTS AND SPEAKERS. THE INTENDED EFFECT IS THAT SPRINKLERS BE IN LINE WITH EACH OTHER AND WITH OTHER SYSTEMS (I. E. LIGHTS AND SPEAKERS). A WATERFLOW TEST CONDUCTED NEAR THE SITE OF THIS PROJECT INDICATES THAT THE COORDINATES OF 58 PSI STATIC, 48 PSI RESIDUAL, WHILE FLOWING 1,137 GPM WOULD BEST DESCRIBE THE PUBLIC WATER SUPPLY TO THE SITE. THE EFFECTIVE POINT OF THIS FLOW TEST SHALL BE CONSIDERED TO BE AT THE CONNECTION TO THE EXISTING PUBLIC WATER MAIN, FIRE DEPARTMENT CONNECTION TO REMAIN HOUSEKEEPING NOTE, THE CONCRETE FLOOR SLAB MUST BE KEPT CLEAN FREE OF DUST, DIRT, PAINT, STAINS AND TIRE MARKS, UP UNTIL PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FLASH TREATMENT. ALL LIFTS TO BE DIAPERED AND USE NON -MARKING TIRES. PIPE CUTTUIG MACHINES TO BE KEPT OFF THE CONCRETE FLOORS IN AREAS TO RECEIVE CONCRETE FINISH TREATMENT. SYMBOL KEY �E EXISTING PIPING TO BE DEMOLISHED L- — — —� EXISTING PIPING TO REMAIN �-- NEW PIPING TIE INTO EXISTING PIPE • CHROME RECESSED 165-F 1/2" ORIFICE O BRASS UPRIGHT 286'F K-17 231 0 APPROXIMATE CENTER LINE ELEVATION �• OF EXISTING PIPE ABOVE FINISHED o FLOOR o APPROXIMATE CENTER LINE ELEVATION OF o NEW PIPE ABOVE FINISHED FLOOR AND/ OR BELOW METAL DECK —G RISE FROM LEFT TO RIGHT AND DROP FROM RIGHT TO LEFT. f --- CAPPED PIPE. XX HYDRAULIC REFERENCE POINT REMOVE ALL EXISTING SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES & MAINS LOCATED IN HATCHED AREA DEMOLITION NOTES 1. REMOVE ALL EXISTING SPRINKLERS AND ASSOCIATED DROPS, RISER NIPPLES, ARM-OVERS, HANGERS, BRANCH LINES & MAINS LOCATED IN HATCHED AREA GENERAL NOTES 1. PROVIDE ALL NECESSARY OFFSETS, RAISES OR DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS. 2. EXAMINE THE JOB CONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS, CLEARANCES ETC. 3. ARCHITECTURAL, AND ELECTRICAL BACKGROUND INFORMATION IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO THE PROPER DRAWINGS FOR EXACT LOCATIONS, SIZES AND QUANTITIES OF OTHER TRADES' WORK. 4. IT IS UNDERSTOOD, UNLESS SPECIFICALLY INDICATED OTHERWISE, THAT THE PIPE SIZES AS SHOWN ON THE BID DOCUMENTS WILL BE USED. 5. THE ENGINEERING DRAWINGS HAVE BEEN PREPARED USING AUTOCAD. THE DRAWINGS ARE 100% CAD. THE HYDRAULIC CALCULATIONS HAVE BEEN PREPARED USING HASS. THESE DOCUMENTS WILL BE MADE AVAILABLE TO THE SUCCESSFUL FIRE SPRINKLER CONTRACTOR IN EITHER THE FORM OF K DISKETTE OR HARD COPY. HANGER NOTES 1. 6-INCH AND LARGER PIPES RUNNING PARALLEL TO BAR JOIST SHALL BE HUNG FROM TRAPEZE HANGERS SUPPORTED NEARLY EQUALLY BY TWO JOISTS. 2. ONLY ONE PIPE SHALL BE SUPPORTED FROM A SINGLE TRAPEZE HANGER UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD. 3. HANGERS WITH MORE THAN 150 POUNDS OF LOAD SHOULD BE ATTACHED TO THE JOIST AT A PANEL POINT. 4. COORDINATE ALL HANGER TYPES AND LOCATIONS WITH THE STRUCTURAL ENGINEER OF RECORD. TYPICAL SPRINKLER LOCATIONS E'NcoU­N10' nLf- SPRINKLER (TYP.) 3" RADIUS TOLERANCE (TYP.) NOTE: SPRINKLERS SHALL BE POSITIONED AS SHOWN WITH A 3" TOLERANCE. HOWEVER, SHOULD ANY PART OF THE TOLERANCE BE USED, THEN ALL THE SPRINKLERS IN THE ROW SHALL BE OFFSET BY THE SAME DISTANCE IN THE SAME DIRECTION. ROOF/FLOOR DECK _--- BRANCH LINE — — 1" MIN. 12" MAX. P �A>3B JOIST B TYPICAL JOIST CLEARANCE REQUIREMENTS FOR UPRIGHT SPRINKLERS NOT TO SCALE ROOF/FLOOR DECK ---------------------- 1 MIN. 12 MAX. ICI � o BRANCH LINE JOIST GIRDER 4� Az3B `B TYPICAL JOIST GIRDER CLEARANCE REQUIREMENTS FOR UPRIGHT SPRINKLERS NOT TO SCALE o ,,, z w O Ldw z2 U O � a O o � � 6 <az;— w U ia:� - O F= 0 0 0 Q Z o a- � ow w z z o 0- ¢ o w r w a- c w w O O o � U X O w a cn w o Q o Q w O w Q 1 w m Co 4 N H O O vwi = 0 < z— V) _ = w v w r 11� w er-, w C 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS V) L11 z 0 -I L_ z _0� U 0 V) < o N Lu Z N c: ®- U co w_,L»- Z Q Zz ❑ w O I Q) O LL Q T m � Q V r W m 00 o�<CD�� Q o Q LLI m�I o__ o CO CO LL, z �� m � Q� O m m �zo o 0 0 0) m�z0, dx DISTRIBUTION: DATE: PERMIT/BID 08/11/03 ARCH. PROJECT# CCI PROJECT# 903282 64165-0 DRAWN: CHECKED: WBS ^ DJB 3 F'aOFtSS ONA! f OF HECOW DAVID J. SURKHART, F,E. LICENSS NO.46796 CDCE CONSULTANTS, INC. 1804 86RYAN CIRCLE DR. ST. LOUIMMO. 63146-4123 PHONE: 314-991-2633 CERTIFICATE OF AUTHuniZA71ON NO.7588 DRAWING TITLE: FIRE SPRINKLER PLAN, NOTES AND DETAILS FP1.0 GENERAL NOTES REF: 1. COORDINATE ALL SUPPLY AIR OUTLETS, EXHAUST GRILLES, AND RETURN AIR GRILLES WITH ARCHITECTURAL PLANS AND WITH THE ELECTRICAL FIXTURES. 2. ALL TRANSVERSE JOINTS SHALL BE SEALED WITH TAPE OR MASTIC. 3. TEMPERATURE CONTROLS EXCEPT AS SPECIFIED HEREIN SHALL BE FURNISHED BY MECHANICAL SUBCONTRACTOR AND INSTALLED AND WIRED BY ELECTRICAL SUBCONTRACTOR. EACH ROOFTOP UNIT WILL BE CONTROLLED BY A LENNOX 2051 LOGIC MODULE, FACTORY INSTALLED, AND A REMOTE ZONE SENSOR. THE LOGIC MODULE WILL BE WIRED TO NOVAR ENERGY MANAGEMENT SYSTEM. THE UNIT HEATER WILL BE CONTROLLED BY A WALL MOUNTED THERMOSTAT, BUT WILL BE ENERGIZED AND DEENERGIZED BY NOVAR ENERGY MANAGEMENT SYSTEM. 4. ALL GAS FIRED HEATING EQUIPMENT SHALL BE "I.I.D" (PILOTLESS) TYPE. MECHANICAL SUBCONTRACTOR SHALL PROVIDE PRESSURE REGULATING EQUIPMENT AS REQUIRED. 5. SMOKE DETECTORS ARE FACTORY INSTALLED IN THE ROOFTOP UNITS, THE FACTORY DEFAULT IS TO SHUT THE UNITS DOWN UPON SENSING SMOKE. THE ELECTRICAL SUBCONTRACTOR SHALL MAKE ALL FINAL POWER CONNECTIONS. FIRE ALARM CONNECTIONS SHALL BE COORDINATED WITH ADT. IONIZATION DETECTORS SHALL BE WIRED BY ELECTRICAL SUBCONTRACTOR. DETECTOR SHALL BE SYSTEM SENSOR #DH400ACDC-4 WIRE WITH SAMPLE TUBE AND ONE (1) NORMALLY OPEN (N.O.) AND (1) NORMALLY CLOSED (N.C.) CONTACTS. EACH IONIZATION DETECTOR SHALL BE SUPPLIED WITH AUDIO AND VISUAL DEVICE IF REQUIRED BY LOCAL FIRE MARSHAL. 6. EACH ROOF MOUNTED UNIT SHALL BE PROVIDED WITH FACTORY SUPPLIED ROOF CURB, WHICH SHALL BE PITCHED, AS REQUIRED, TO PROVIDE DEAD LEVEL MOUNTING IN ALL DIRECTIONS. ROOFTOP UNIT MANUFACTURER AND THE MECHANICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL DETAILS OF ROOF CURB WITH ROOF CONSTRUCTION. REFER TO STRUCTURAL PLANS FOR SUPPORT AT ROOF OPENINGS. 7. ALL HVAC EQUIPMENT SHALL BE UL LISTED. 8. ALL EXPOSED DUCTWORK DIFFUSERS, GRILLES, HANGERS, ETC. SHALL BE PAINTED BY GENERAL CONTRACTOR. PAINT SHALL NOT EXCEED A FLAME SPREAD OF 25 AND SMOKE DEVELOPMENT OF 50. 9. HOLD ALL SUPPLY AIR DUCTWORK IN THE SALES AREA TIGHT TO UNDERSIDE OF JOIST. 10. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED TO CONFORM TO SMACNA STANDARDS. 11. VENTILATION REQUIREMENTS: * RETAIL AREA - 0.30 CFM/SQ FT * OFFICE AREAS - 15 CFM/OCCUPANT * TOILET ROOMS - 75 CFM PER WATER CLOSET OR URINAL * BASED ON ASHRAE STANDARD 62-1989 12. THE TOTAL SYSTEM CAPACITY IS BASED ON HISTORICAL DATA FROM BBB. 13. THE HVAC SYSTEM CONSISTS OF ROOFTOP GAS -FIRED HEATING, DX COOLING PACKAGED UNITS. EACH UNIT WILL HAVE A 100 % ECONOMIZER WITH ENTHALPY CONTROLLER. UNITS 10 TONS AND ABOVE SHALL BE EQUIPPED WITH POWER EXHAUST. UNITS 7.5 TONS AND BELOW WILL BE EQUIPPED WITH BAROMETRIC RELIEF. 14. EXHAUST FANS ARE CONTROLLED AUTOMATICALLY. 15. SUPPLE -MENTAL ELECTRIC OR GAS HEAT IS PROVIDED IN CERTAIN AREAS. 16, RETURN DUCTWORK SHALL BE PROTECTED DURING CONSTRUCTION. COVER THE RETURN AIR OPENING WITH CHEESECLOTH DURING CONSTRUCTION. 17. DUCTWORK SHALL BE MOUNTED AT A MINIMUM OF 17'-0" AFF TO BOTTOM OF DUCT, 18. ONCE THE CONCRETE FLOOR SLAB IS POURED, IT MUST BE KEPT CLEAN, FREE OF DUST, PAINTS, STAINS, AND TIRE MARKS, UP UNTIL PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECIEVE THE CONCRETE FINISH TREATMENT. ALL LIFTS SHALL BE DIAPERED ( TO PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR) AND USE NON -MARKING TIRES. RTU HVAC ZONING PLAN REF: 02/M2.1 R1U RTU RTU RTU R3U R6TU 7500 CFM SUPPLY 6770 CFM SUPPLY 6770 CFM SUPPLY 2000 CFM SUPPLY 7500 CFM RETURN 6770 CFM RETURN 6770 CFM RETURN 2000 CFM RETURN 20 NOM. TONS 17.5 NOM. TONS 17.5 NOM. TONS 5 NOM. TONS EF 2 700 CFM EXHAUST �J SYMBOL LIST REF.: IDENTIFIER 1711.`1411114M 1011 DIRECTION OF FLOW PIPE DROP ON DIRECTION OF FLOW PIPE RISER NEW DUCTWORK INSULATED FLEXIBLE DUCT VOLUME DAMPER - FD FIRE DAMPER AND ACCESS DOOR - SD SMOKE DAMPER AND ACCESS DOOR v MOTOR OPERATED DAMPER XXX EQUIPMENT TYPE XX EQUIPMENT NUMBER DIFFUSER IDENTIFICATION A 250 CFM QUANTITY CFM, CUBIC FEET PER MINUTE O N ROETURN AIRR�UCOTU MOUNTED TO THERMOSTAT ® CONNECT NEW TO EXISTING SUPPLY AIR FLOW ® EXHAUST AIR -6 UNDERCUT DOOR Fire Dept, SDD DUCT SMOKE DETECTOR Final Inspe�,�,�;,�'' Date? - -a- , 4 WAY CEILING DIFFUSER 3 WAY CEILING DIFFUSER 2 WAY CEILING DIFFUSER 1 — ��� EXHAUST GRILLE/RETURN REGISTER SYMBOL LIST NOTES: 1. Symbol List Shown Is For General Reference Only, The Presence Of A Symbol Does Not Imply Its Use On This G� Project. Refer To Drawings For Specific Symbols Used. �4 k x 13 NONE HVAC OCCUPIED/UNOCCUPIED SCHEDULE EF 1 DAY UNIT OCC UNOCC 965 CFM MON.-SAT, RTU-1 7:OOA 11:OOP EXISTING EXHAUST RTU-2 7:OOA 11:OOP RTU-3 7:OOA 11:OOP RTU-4 7:OOA 11:OOP RTU-5 7:OOA 11:OOP RTU-6 7:OOA 11:OOP ROOF F RETAIL AREA RETAIL AREA RETAIL AREA TOILET AREA OFFICE AREA CASH OFFICE JANITOR CLOSE T BREAK ROOM BREAK ROOM TOILET ROOMS RRSIT FLOOR MRST FLOOR DAY UNIT OCC UNOCC SUN. RTU-1 8:OOA 9:OOP RTU-2 8:OOA 9:OOP RTU-3 8:OOA 9:OOP RTU-4 8:OOA 9:OOP RTU-5 8:OOA 9:OOP RTU-6 8:OOA 9:OOP TEMPERATURE SETPOINTS (ALL UNITS): HEAT COOL OCC: 68 74 UNOCC: 58 84 THE SUPPLY FAN IN EACH ROOFTOP UNIT SHALL RUN CONSTANTLY DURING OCCUPIED MODE AND UPON DEMAND DURING UNOCCUPIED MODE. NOVAR IS RESPONSIBLE TO COORDINATE ACTUAL STORE OPENING AND CLOSING HOURS. OCCUPIED AND UNOCCUPIED HOURS WILL BE 2 HOURS BEFORE AND 2 HOURS AFTER STORE OPENING AND CLOSING. THE STORE MUST CONTACT THE CORPORATE OFFICE IN ORDER TO CHANGE THE OCCUPIED/UNOCCUPIED TIMES, ABBREVIATIONS LIST REF: IDENTIFIER DESCRIPTION APD AIR PRESSURE DROP BTU BRITISH THERMAL UNITS CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE COND CONDENSATE CR CEILING REGISTER CU CONDENSING UNIT DB DRY BULB EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EER ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB EF EXHAUST FAN °F DEGREES FAHRENHEIT FD FIRE DAMPER FPM FEET PER MINUTE G GAS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE LAT LEAVING AIR TEMPERATURE MBH THOUSAND BTU PER HOUR OA OUTSIDE AIR OAI OUTSIDE AIR INTAKE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE RA RETURN AIR RTU ROOFTOP UNIT SEER SEASONAL ENERGY EFFICIENCY RATIO T THERMOSTAT UH UNIT HEATER VIC VIBRATION ISOLATION CONNECTION WB WET BULB WC WATER COLUMN WG WATER GAUGE T `f T 'i T T OLQO00 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS W 4— J o U� � z U o 4J N LU U) Ohm v Q Ii - r~ o N '�d a_ U O Q Q Z O O wLL MCO Cn o 00 00 oU>LLI coDoLn LLJQoDC) Mo� oi oo I— w � 00 LL w z 00, Q m �° DO I= Q � = z ^ CD mo o�°; �(D-o Q oC1'_LC) 2: x Q Wwoc9=D Mu w M W DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11 /03 PROJECT # BBB PROJECT # 82 LRA N: CHECKED: MCG Professional of record procti(�ing as an individual. 1i PAUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314—B21-1100 02/28/05 LIC.NO. 30767 DRAWING TITLE: MECHANICAL GENERAL INFORMATION M 1.1 AIRFLOW RISER DIAGRAM 03 THERMOSTAT SETTINGS 02 KEYPLAN 01 REF: NONE REF: NONE REF: NONE 4 4. 5 6 7 8 I I I I I I I I I I NOTES REF.: NOTES FOR THIS DRAWING 1. DUCTWORK SHALL BE INSTALLED SUCH THAT BOTTOM OF THE DUCT WILL REMAIN AT A CONSTANT ELEVATION. ALL TRANSITIONS WILL OCCUR AT THE TOP OF THE DUCT. 2. DUCTWORK SHALL BE MOUNTED AT A MINIMUM OF 17'-0" AFF TO BOTTOM OF DUCT. 3. BBB HAS ENTERED INTO A NATIONAL ACCOUNT WITH LENNOX. ROOF TOP UNITS SHALL BE AS MANUFACTURED BY LENNOX, NO OTHERS WILL BE ACCEPTED. 4. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE INSULATED ABOVE OFFICE AREA CEILING AND IN ALL VERTICAL CHASES. 5. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE -OFFS AND SUPPLY DIFFUSERS, 6. CUT ROOF DECK THE SIZE OF THE SUPPLY AND RETURN DUCT OPENINGS ONLY, THE ROOF DECK AND INSULATION SHALL REMAIN BENEATH THE RTU, WITHIN THE CONFINE OF THE RTU CURB. 7. ALL RECTANGULAR DUCTWORK FROM ROOFTOP UNITS SHALL HAVE 1" INTERNAL DUCT LINER. RETURN AIR DUCTWORK UP BETWEEN JOIST. 8. DUCT SIZES SHOWN ON DRAWING ARE CLEAR INTERNAL SIZES, ALLOW AN ADDITIONAL 2" FOR INTERNAL DUCT LINER. REFER TO PROJECT MANUAL FOR INSULATION MANUFACTURER. 9. REFER TO DRAWING M3.1 FOR DUCT BRANCH TAKE -OFF DETAILS. 10. THE SPACE TEMPERATURE SENSOR SHALL BE LOCATED IN THE RETURN AIR DUCTWORK, REFER TO DRAWING M3.1/09. 11. CONTRACTOR SHALL COORDINATE DIFFUSERS WITH LIGHTS, DIFFUSERS SHALL NOT BE MOUNTED DIRECTLY OVER LIGHTS. 12. CONTRACTOR SHALL SUBMIT AN AIR BALANCE REPORT BASED ON THE RTU DESIGNATIONS. SEE PROJECT MANUAL SECTION 15500. KEY NOTES (SYMBOLS 01 , O2 ETC.) 1. PROVIDE 1" DIAMETER DWV COPPER CONDENSATE DRAIN WITH MINIMUM 2" DEEP SEAL TRAP, ONLY IF EQUIPMENT IS NOT SUPPLIED WITH BUILT-IN TRAP SYSTEM. EXTEND DRAIN TO CONNECT TO EXISTING CONDENSATE PIPING. CAP ALL UNUSED CONDENSATE DRAIN FITTINGS. TYPICAL ALL UNITS. 2. 4" DIAMETER TYPE "B" GAS FLUE UP THRU ROOF. PROVIDE ROOF THIMBLE, TALL FLASHING CONE, STORM COLLAR AND UL STORM PROOF CAP. FLUE BY SELKIRK METALBESTOS OR EQUAL. OFFSET FLUE TO RISE MINIMUM OF 10' FROM ROOF EDGE. 3. THERMOSTAT FOR UH-1. MOUNT ON WALL WHERE SHOWN AT 48" AFF. PROVIDE 2" X 4" STEEL CONTROL BOX AND 1/2" EMT CONDUIT FOR THERMOSTAT WIRING EXPOSED ON WALL. ROUTE HORIZONTAL PORTION OF CONTROL WIRING CONDUIT AS HIGH AS POSSIBLE TO UNIT HEATER. 4. MOUNT BOTTOM OF UH AND ACCESSORIES AT 14'-0" A.F.F. MINIMUM CLEARANCE. 5. PROVIDE EXPANDED METAL MESH SCREEN WITH MINIMUM OF 80% FREE AREA IN RETURN AIR DUCT OPENING. 6. PROVIDE DUCT DROPS FULL SIZE FROM UNIT CURB OPENING. TRANSITION AS REQUIRED TO DUCT SIZE SHOWN ON PLANS. TRANSITIONS SHALL BE MADE IN ACCORDANCE WITH SMACNA STANDARDS. VERIFY RTU CURB OPENING SIZES AND CONFIGURATION WITH RTU MANUFACTURER. 7. MECHANICAL SUBCONTRACTOR SHALL PROVIDE A LAMINATED PLAN OF RTU LOCATIONS AND MOUNT ON WALL ADJACENT TO NOVAR. 8. NOVAR INDOOR SENSOR ASSEMBLY TO BE LOCATED IN THIS AREA 6'-0" A.F.F. OR AS REQUIRED BY NOVAR. 9. ROUTE NEW DUCT TO SERVE EXISTING BATHROOMS AND CONNECT TO EXISTING DUCT. FIELD VERIFY LOCATION AND SIZE OF EXISTING DUCTS. 10, EXISTING EXHAUST FAN TO REMAIN. FIELD VERIFY LOCATION AND OPERATION. REPAIR/REPLACE ANY COMPONENT FOR PROPER OPERATION SEE SCHEDULE SHEET M4.1, IF REPLACEMENT IS REQUIRED. V) LLj 4— J O � � z U o N LLU Q CD Z ti --I N Lij U J Q Q z Q 1 0 0 F— LL O Q � r rY m r U) o z0 '-L� W ' r 0000 W Li Q CDDO W CD 0 00 O CD 00 Wm�i0� � w 2: Qm Q000 J m0 0 DOM a_ CD- o o m `o z 0' x ¢ WWo DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11 /03 ARCH. PROJECT # BBB PROJECT m 90328E DRAWN: CHECKED: KMB MCG Professional of record p an individual. AUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 LIC.NO. 30767 DRAWING TITLE: as PLAN NORTH FIRST FLOOR PLAN REF.: 02 KEY PLAN 1/16" = V-0" REF.: MECHANICAL FLOOR PLAN 01 —]1 NO SCALE M2.1 NOTES REF.: NOTES FOR THIS DRAWING 1. FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING CONFIGURATION WITH NOT LESS THAN MANUFACTURER'S RECOMMENDED BEND RADIUS WITHOUT UNDUE RESTRICTIONS, BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLA1 F0 85 BANDING MATERIAL NOT LESS THAN 1-1/2" WIDE SHALL BE USED TO SUSPEND FLEXIBLE DUCTS. DUCTING FURNISHED WITH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES ATTACHED TO GROMMETS, REFER TO PROJECT MANUAL, 2. CONTRACTOR SHALL SUBMIT AN AIR BALANCE REPORT BASED ON THE RTU DESIGNATIONS. SEE PROJECT MANUAL SECTION 15500. TYPICAL FOR SUPPLY & RETURN _ 1" INTERNAL DUCT LINER RECTANGULAR TAKE -OFFS FOR TWO t OR MORE AIR DEVICES 3J 150 -- DUCT LINER INTERRUPTION KEY NOTES (SYMBOLS Q ® ETC.) I PER SMACNA STANDARDS x aoo :RECTANGULAR),;DUCT ALL AROUND RETURN AIR BELLMOUTH ABRUPT ENTRANCE 1 1. CONNECT NEW 10"X10" SUPPLY DUCT FROM RTU-3 TO SERVE EXISTING DUCT PER SMACNA STANDARDS 10 10 0 EF 31 DIFFUSERS. FIELD VERIFY LOCATION AND SIZE OF EXISTING DUCTS. 45° LEAD-IN 1/4 OF W 1 (4" MIN) AIR FL OW / ... 0 2. THE MECHANICAL SUBCONTRACTOR SHALL RELOCATE THE RETURN I 41 AIR TEMPERATURE SENSOR IN RTU-6 TO THE RETURN AIR DUCT. MANUAL VOLUME BRANCH DUCT -*-----COVER R.A. OPENING WITH /\ 0 DAMPER W 31 150 - o 11 o 3. EXISTING EXHAUST FAN AND DUCT TO REMAIN. FIELD VERIFY LOCATION 6„ EXPANDED METAL MESH °- AND CONDITION. REPAIR AND/OR REPLACE, AS REQUIRED FOR PROPER WITH A MIN. 80% FREE AREA. OPERATION. BRANCH TAKE -OFF (RECTANGULAR� 24" X 480 4 4. EXISTING DIFFUSER/GRILLE AND DUCT TO REMAIN. FIELD VERIFY LOCATION Min. AND CONDITION. REPAIR AND/OR REPLACE, AS REQUIRED FOR PROPER / OPERATION. 5. CONNECT NEW EXHAUST DUCT TO EXISTING AND EXTEND TO GRILLE E IN P 0 O THE JANITOR CLOSET, USE THE SAME DUCT SIZE AS EXISTING (80). FIELD VERIFY LOCATION AND SIZE OF EXISTING DUCT. BRANCH DUCT TAKE -OFF' DETAILS 19 TYPICAL RA DUCT OPENING DETAII 18 6. PROVIDE SIDEWALL RETURN AIR GRILLE. LOCATE DUCT AND GRILLE AS REF.: 02/M2.1, 02/M3.1, 12/M3.1 NONE REF.: 02/M2.1 NONE HIGH AS POSSIBLE ABOVE OFFICE AREA CEILING. 7. MECHANICAL CONTRACTOR TO REMOVE AND RELOCATE NOVAR SENSOR ROUND SHEET VOLUME DAMPER WITH (D+2) X (D+2) X (D+2) IN FILTER SECTION OF THE RTU, SENSOR TO BE LOCATED WITHIN 6" OF METAL DUCT 3/8" LOCKING QUADRANT DIFFUSER PLENUM WITH THE RETURN AIR DUCT OPENING, AND END BEARING 1" LINER OR DIFFUSER 8. 14"X14" DUCT UP TO EF-2. RECTANGULAR MAIN NECK SIZE (WHICH EVER SUPPLY AIR DUCT IS LARGER) W/1" INTERNAL RECTANGULAR DUCT DUCT LINER. F77777- HARD CONNECTION I I DUCT WIDTH = 4" GREATER THAN NECK / COLLAR FLEX DUCT DIMENSION TO ALLOW FOR XxxKxxxxxxxyxxx DIA. "D" CONNECTION W/O FISHMOUTHING QJ7� CEILING SPIN -IN COLLAR CIRCULAR WITH FLARED CLAMP NOTES: SHOULDER SUPPLY AIR DIFFUSER WITH NOTES: 1. SEE FLOOR PLANS AND SPECIFICATIONS SQUARE NECK. SEE DIFFUSER 1. PROVIDE INSULATED TRANSITION ROUND TO SQUARE IF FOR DUCT INSULATION REQUIREMENTS. SCHEDULE FOR FRAME TYPE. REQUIRED AT DIFFUSER/REGISTER. 2. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 4'-0" CONFIRM CEILING TYPE ON 2. PROVIDE DUCT MOUNTED VOLUME DAMPER WHENEVER POSSIBLE. ARCHITECTURAL PLANS. TRY TO AVOID NECK DAMPERS. OFF CE SUPPLY AIR DIFFUSER 14 SALES FLOOR DIFFUSER MOUNTING 13 EXISTING TOILET PLAN 12 REF.:02/M3.1, 12/M3.1 NONE I REF.: NONE REF.: 02/M2.1 1/8"=1'-0" NOTE: 4 5 6 7 8 UNIT BASE EQUIPMENT SHALL BE ANCHORED TO ROOFTOP UNIT WITHSTAND TOTAL WIND LOAD AT 120 MPH SUPPLY AND RETURN AIR DUCTS SHALL BE I I TWO (2) #12-24-1" TWO (2) #12-24-1 1/4" SAME SIZE AS ROOF HWH TEK 5 THRU CURB DUCT OPENINGS. CURB TO ATTACH HWH TEK 5 SCREWS o STRAP TO CURB �16 GA. 090 GALV. STEEL I ° r STRAP @ 2'-0 O.C. NAILER STRIP A ° RIGID INSULATION ° ® B ° 111 CURB & CANTS BY G.C.C. ROOF SHIM AS REQUIRED ® � TO LEVEL UNIT-------., - I I /��7 SPACER BLOCK ROOF DECK ® ° VANES G JOIST (TYP.) ® RTU FRAMING REFER7 R 8fi ° ® r TO ARCH. AND 1/2" BOLTS, NUTS AND RETURN TEMPERATURE BRANCH DUCT--� STRUCT PLANS WASHERS @ 24" O.C. MIN SENSOR RELOCATED BY SEE PLAN FOR SIZE THREE 3 PER UNIT SIDE MECHANICAL SUBCONTRACTOR. u. ( ) 6F 35 ® C EQUIPMENT/CURB ANCHORING 10 ROOFTOP UNIT SECTION 09 - ° -� ° 8/6 N: REF.: 02/M2.1 NONE REF.: 02/M2.1, NONE :x 350 \ / :12 10:. 6 3� II RTU I I ° 05 FLEXIBLE CONNECTION 8 E� r 6C 350 6 © ° ROOFTOP UNIT ON RETURN AND SUPPLY DUCTS II 12/8 \ CONDENSATE TRAP WITH MINIMUM / .. D 13 4" DEEP SEAL TRAP AND VENT DUCT DROP FROM FULL SIZE ROOF II °1 0 ... 1.0 0 .- . ....Elaffi: CURB DUCT OPENING /�i, 1 I. ... \ �. 4/1 ROOF R, 220 6D 350 /: - o JOIST (TYPICAL) SUPPLY DUCT RETURN AIR DUCT BEYOND r r ° ® ° ° G � i� SIZE AS NOTED ON PLANS - Irk E13 , ��I� t ; ® ° / / IFS - - � -'�--(•� 113- TURNING VANE (TYPICAL) OPPOSED BLADE DAMPER (TYPICAL) NOTES: 5�.9 6.1 Q.1 1. LINE THE SUPPLY PLENUMS FROM THE SUPPLY AIR CURB OPENING TO THE BRANCH DUCT FITTING. LINE ALL RETURN AIR DUCTWORK. PLAN NORTH 2, FACTORY INSTALLED SMOKE DETECTORS ARE PROVIDED IN BOTH THE SUPPLY AND RETURN OF THE RTU. ROOFTOP UNIT SECTION 04 OFFICES BREAK ROOM PLAN 02 KEY PLAN 01 REF.: 02/M2.1 _ NONE REF.: 02 M2,1 1/8"=1'-0" REF.: NO SCALE III] 912@@ 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS -D C U) It J 4- O � 16- z U 0 Q o' -w Q W ti o Z LU C � U w i- W LL u ® LL 0 m � Q r U) C� r 06 L o >- 00 >c000� wL C°o� QCDDo 0o�i �- coo ��0� =Qm w z 00 Q0 CD MO mo-o 000 ) o tz n z a' x ��� W mU Q DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11 /03 ARCH. PROJECT # BBB PROJECT # 903282 DRAWN: CHECKED: KMB MCG Professional of record pr cticin, as an individual. AUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 LIC.NO. 30767 DRAWING TITLE: MECHANICAL ENLARGED PLANS AND DETAILS 3.1 SCHEDULES 01 REF.: M2,1 NONE ROOFTOP UNIT SCHEDULE AREA SUPPLY FAN GAS HEAT COOLING COIL COMPRESSORS ELECTRICAL EQUIP OPER ACCESSORIES REMARKS ID MANUFACTURER MODEL N0. SERVED EER/IPLV/SEER WEIGHT TOTAL MIN CA ESP MOTOR INPUT OUTPUT NOMINAL TOTAL SENS EAT N0. RLA CFM CFM MBH MBH TONS MBH MBH LBS IN. W.G. HP DB/WB VOLTS PHASE HERTZ MCA RTU-1,2,5 LENNOX LGA240H RETAIL 7,500 1,460 1.0 5.0 �169/260 135/208 20 243.3 181.5 77.7/65.1 4 36 480 3 60 54 11.0/11.8/--- 2,900 1 THRU 11 1 THRU 12 RTU-3,4 LENNOX I GA210H RETAIL 6,770 1,280 1.0 5.0 169/260 135/208 17.5 211.5 158.2 77.7/65.1 4 29.E 480 3 60 46 11.2/12.3/--- 2,840 1 THRU 11 1 THRU 12 RTU-6 LENNOX LGA060H OFFICE 2,000 300 0.6 1.5 125 79.0 5 61.0 46.3 76.8/64.3 1 9.0 480 3 60 16 10.3/---/12.0 819 1,3,4,5,6,7,8,9,10,11 1 THRU 12 NOTES: ACCESSORIES 1. STATIC PRESSURE INDICATED ABOVE IS THE EXTERNAL STATIC PRESSURE WHICH EXCLUDES ANY PRESSURE DROPS WITHIN THE UNIT. 1. FACTORY INSTALLED ECONOMIZER (IAQ READY) WITH BAROMETRIC RELIEF, 2. UNITS SHALL BE OF SINGLE WALL CONSTRUCTION. UNITS SHALL BE COMPLETE WITH SIDE OUTLET DRAIN, ACCESS DOORS AND LIGHTS. DIFFERENTIAL ENTHALPY CONTROL AND HOOD. 3. CONTRACTOR TO ENSURE THAT OUTDOOR AIR INTAKES ARE A MINIMUM OF 10'-0" AWAY FROM ANY EXHAUST FAN DISCHARGE, 2. POWER EXHAUST PLUMBING VENT OR OTHER CONTAMINANT SOURCE. 3. FILTERS 4. MAXIMUM AIR VELOCITY THROUGH COOLING COIL SHALL NOT EXCEED 500 FEET PER MIN. 4. ROOF CURB - 14" HIGH 5. PROVIDE 4 SIDED FACTORY ROOF CURB SUITABLE FOR SEISMIC CONDITIONS OF PROJECT LOCATION. 5. BOTTOM POWER ENTRY KIT 6. ELECTRICAL CONNECTION TO BE SINGLE POINT AND TO BE THROUGH THE BOTTOM OF THE UNIT. 6. SMOKE DETECTORS S.& R.A. FACTORY INSTALLED 7. REGULATOR TO RECEIVE 7" WC GAS PRESSURE FROM MAIN. 7. DISCONNECT SWITCH (NON FUSED), FACTORY INSTALLED 8. PERFORM TESTING AND BALANCING AND SUBMIT REPORTS TO THE ENGINEER IN ACCORDANCE WITH SPECIFICATION. 8. SERVICE OUTLETS (GFCI TYPE, FACTORY MOUNTED, FIELD WIRED BY ELC) 9. REFER TO ROOF FRAMING PLAN FOR EXACT LOCATION OF ROOFTOP UNITS. 9. EQUIPMENT OPERATIONAL CHECK (EOC) REQUIRED ON UNITS, COORDINATED BY LENNOX NATIONAL ACCOUNTS. 10. MECHANICAL SUBCONTRACTOR SHALL AFFIX UNIT DESIGNATION DECAL ON UNIT (SEE PME1.1) 10. BURGLAR BARS 11. ROOF TOP UNITS TO BE SUPPLIED THROUGH NATIONAL ACCOUNT AGREEMENT WITH LENNOX. REFER TO PROJECT MANUAL FOR CONTACT INFORMATION. 11. 2051 LOGIC MODULE AND ZONE TEMPERATURE SENSORS. 12. INTERLOCKED WITH NOVAR OUTPUT # 7. CAS UNIT HEATER SCHEDULE ID MANUFACTURER MODEL BTUH CFM GAS FLUE MOTOR WEIGHT ACCESSORIES LOCATION REMARKS INPUT OUTPUT HP VOLTS PHASE HZ NUMBER CONN DIA (LBS) UH-1 LENNOX LF24-100A 100,000 80,500 1900 1/2" 4" 1/10 115 1 60 140 1,2,3 RECEIVING 1 THRU 5 NOTES: ACCESSORIES 1. CABINETS SHALL BE CONSTRUCTED OF MINIMUM 18 GAUGE STEEL. FINISH AND COLOR SHALL BE AS SELECTED BY ARCHITECT. 1. PROVIDE OPTIONAL DISCHARGE WITH VERTICAL AND HORIZONTAL 2, MOTORS SHALL BE PERMANENT SPLIT CAPACITOR TYPE. PROVIDE DISCONNECT, AIR PATTERN VANES ON LOUVER. 3. UNITS SHALL HAVE BUILT-IN THERMAL OVERLOAD PROTECTION. 2. OPTIONAL DOWNTURN NOZZLE WITH 30 DEGREES OF AIR DEFT ECTION, 4, UNIT HEATER TO BE PURCHASED THROUGH NATIONAL ACCOUNT AGREEMENT. REFER TO PROJECT MANUAL FOR CONTACT INFORMATION. 3. 4-POINT SUSPENSION KIT. 5. INTERLOCKED WITH NOVAR OUTPUT # 8. EXHAUST FAN SCHEDULE ID MANUFACTURER MODEL NO. TYPE DRIVE CFM FAN S.P. MOTOR SERVICE INTERLOCKED WEIGHT ACCESSORIES REMARKS (IN. W.G.) HP VOLTS PHASE HZ RPM WITH (LBS) EF-1 (EX) VENCO VECD-1100-B ROOF - - - - - - TOILET/JAN. CLOSET. NOVAR - - 5 & 6 EF-2 COOK ACE-D-120C10D ROOF DIRECT 700 1075 3/8 1/6 120 1 60 BREAK/CASH NOVAR 75 1,2,3,4 1 THRU 5 NOTES ACCESSORIES ' 1. ALL FANS HAVE A DISCONNECT SWITCH. 1. PRE-FAB CURB 2, ALL MOTORS UNDER 1/2 HP SHALL BE 120V, 1 PHASE. ALL MOTORS 1/2 HP AND OVER SHALL BE 208V, 3 PHASE. 2, DISCONNECT SWITCH 3. ALL BELT DRIVEN FANS SHALL HAVE VARIABLE PITCH MOTOR PULLEYS. 3, BIRD SCREEN 4. SEE SPECIFICATIONS FOR OTHER ACCESSORIES. 4. BACK DRAFT DAMPER 5. EXHAUST FAN SHALL BE ENERGIZED AND DEENERGIZED WITH NOVAR OUTPUT # 1. 6, EXISTING FAN TO REMAIN. FIELD VERIFY LOCATION AND OPERATION. REPAIR AND/OR REPLACE WITH THE SAME IF REQUIRED. DIFFUSER, REGISTER AND GRILLE SCHEDULE ID MANUFACTURER MODEL SIZE DESCRIPTION REMARKS S1 TITUS TDCA STEEL. CEILING. 1,2,3,4,5,E SQ. NECK S2 TITUS TDCA STEEL. CEILING. 1,2,3,4,5,E RD. NECK R1 TITUS 50F STEEL, GETTING. 1,2,3,4,5,E E1 TITUS 25RL STEEL. CEILING. 1,2,3,4,5,E ROUND NECK SIZE SCHEDULE NOTES 1, FLEXIBLE DUCTS CONNECTING THE DIFFUSERS SHALL BE FULL SIZE OF NECK DIAMETER. UP TO 175 CFM - 6" DIAMETER 2. MAXIMUM NOISE CRITERION RATING < 25 DBA 176 TO 275 CFM - 8" DIAMETER 3. BAKED ENAMEL FINISH, COLOR TO BE SELECTED BY ARCHITECT. 276 TO 380 CFM - 10" DIAMETER 4. DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE INDICATED ON PLANS. 381 TO 500 CFM - 12" DIAMETER 5. MOUNTING FRAME TYPE SHALL BE COORDINATED WITH CEILING CONSTRUCTION TYPE. 501 TO 700 CFM - 14" DIAMETER 6. NECK DIAMETER SHALL BE AS SCHEDULED IN TABLE 1. 701 TO 1000 CFM - 16" DIAMETER 7, SUPPLY DIFFUSERS INSTALLED ON EXPOSED RECTANGULAR DUCTWORK SHALL BE TYPE S1. 1001 TO 1500 CFM - 20" DIAMETER 8. SUPPLY DIFFUSERS INSTALLED ON ROUND OR FLEXIBLE DUCTWORK SHALL BE TYPE S2. 9. RETURN GRILLES SHALL BE TYPE RI. 10. EXHAUST GRILLES SHALL BE TYPE E1. w 0 U� � z U L � ° Nwr co o Q~� T J J W CV DISTRIBUTION: DATE: Prototype Ver.1.2003 02/15/03 PERMIT 08/11I03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECTn 903282 DRAWN: CHECKED: KMB MCG Professional of record pract ing a an individual. OLJJ. � R PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 LTC. NO. 30767 DRAWING TITLE: MECHANICAL SCHEDULES M4.1 NETWORK COMMUNICATION CA TB1 TERMINAL STRIP, I SH MOUNTED IN THE I — FACTORY LENNOX ROOFTOP r FURNISHED, UNIT. INSTALLED AND I WIRED BY 781 I Low LENNOX O t BLK� DIPS TP DP5 I HIGH GAS _ I_ DAISY HEATER 0 4 CHAIN TO SECTION BLK 5 NEXT RTU I I 0 6 I - - 0 7 WHT _ I — — I I WHT -- 0 9 0 10 - 0 11 I I 0 12 I I I O 13 0 14 I I 0.15 RETURN SUPPLY AIR AIR DUCT DUCT I I I I I REMOTE I I o l T l CAUTION: TEMPERATURE— COMMUNICATIONS, Before wiring the Novar network communications and remote SENSOR, RTS _ _ _ Y o temperature sensor, RTS-UVC, to the Lennox roof top unit, you OTHER RTU'S. -i ``' must confirm the following: DAISY CHAIN TO m � - The Novar ETM-2050 Or ETM-2051 has been factory installed. - The jumper wires are removed from the TB1. - There is 2.5 VDC between terminals 2 & 3 on T81. - There is 2.5 VDC between terminals 3 & 8 on TB1. - There is no AC voltage on 'terminals 2, 3, 5, 8 & 9. rl - There is no AC voltage on any wire to be connected to TB1. - When using a remote temperature sensor, RTS-UVC, unplug 2" X 4" J BOX connectors WITH COVER P62/J62 located in the blower compartment of the roof top unit. Tape RTS-UVC, RETURN TEMPERATURE the connector for the unused P62. SENSOR. THE CONTRACTOR SHALL When these conditions are met, you may connect the network REMOVE THE NOVAR SENSOR, LABELED communications and zone temperature sensor, RTS-UVC, to the "A2", IN THE FILTER SECTION OF THE TB1. RTU THAT IS CONNECTED TO "J62". THE SENSOR IS TO BE RELOCATED TO THE RETURN AIR DUCT AND BE INSTALLED IMMEDIATELY ABOVE THE RETURN AIR GRILL INSIDE THE STORE. THE RTS IS TO BE WIRED TO THE TB1, AS SHOWN, BY ADDING WIRE AS NEEDED. THE CONTRACTOR IS TO FURNISH THE WIRE, AND THE 2" x 4" J BOX. NOTE: MECHANICAL SUBCONTRACTOR TO REMOVE AND RELOCATE NOVAR SENSOR IN THE FILTER SECTION OF THE RTU. SENSOR TO BE WITHIN 6 INCHES OF THE RETURN AIR DUCT OPENING. OPEN 15 LENNOX RTU FIELD WIRING DETAIL 04 LENNOX/ LOGIC FIELD WIRING DETAIL 02 REF.: NONE REF.: NONE REF.: NONE 0�1'1 OR OUTDOOR SENSOR ASSEMBLY. Y SENMD00R TEMPERATURE N r,�— FACESENSONORTRS O BE ROTATED TO SENSOR 1/2" RIGID COUPLING HEAT COMBUSTION FAN BLOWERS WITH CONNECTOR OUTDOOR SENSOR ASSEMBLY THE OUTDOOR SENSOR AND MOUNTING CONDENSER FAN 3/4" RIGID COUPLING ASSEMBLIES ARE FURNISHED BY AND U BOLTS WITH 3 4' TO 1 2 INSTALLED BY THE ELECTRICAL REDUCING BUSH2 CONTRACTOR AS SHOWN ABOVE. G 3/4" RIGID CONDUIT NOTE: LIGHT MOUNT THE OUTDOOR SENSOR SENSOR ASSEMBLY ON THE RTU IN A LOCATION WHERE IT WILL NOT BE AFFECTED BY THE HEAT GENERATED BY THE 3/4" MINERALAC STRAP CONDENSER FAN OR THE HEAT COMBUSTION FAN BLOWERS. 3/4" MINERALAC STRAP LEGEND 18/9 GA. LOW VOLTAGE WIRING — — — 18 GA. THHN WIRING RUN SENSOR WIRES LB CONDUIT BODY 18/2 GA. WIRING TO RTU WIRING - — 22 2 GA. W SHIELDED GROUND CHASE L--q BELDEN 8761 OR EQUIVALENT ROOF LINE ROOF LINE - - 20/2 GA. AND 18/2 GA. SHIELDED - — — — — — — - GROUND BELDEN 9155 OR EQUIVALENT SUPPLY ROOFTOP UNIT RETURN LINE VOLTAGE WIRING IN CONDUIT DUCT DUCT - WIRE SPLICES ARE NOT ACCEPTABLE. - THE COMMUNICATIONS TRUNK WILL BE TERMINATED AT THE MODULES - ALL LOW VOLTAGE CABLE IS TO BE SUPPORTED SECURELY ACCORDING TO THE APPLICABLE ELECTRICAL CODE, TAPE IS NOT ACCEPTABLE. - ALL LOW VOLTAGE CABLE IS TO BE RUN NEATLY AND CONCEALED WITHIN THE BUILDING STRUCTURE. - ALL LOW VOLTAGE CABLE IS TO BE SLEEVED IN CONDUIT UP TO THE CEILING OR BAR JOISTS. OUTDOOR SENSOR ASSEMBLY 03 LEGEND 01 REF.: M4.2/07 NONE REF.: NONE 4J LU 0 � z U L O O N W r 0 ~ ti Z >1 C UJIOhm C( ) U 0 J Q Q Z z 1121� O L 0 WCO P C r U) o cc o LLJ Uco co L J L CDo�00i < C: ) DO CO LLJ m =Qd I J z 00 �co QCr- J z^ 0 m 0 m O � o — o o � w0�� ` -o X Q W m U EL- M W DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# 1333 PROJECT# 903282 DRAWN: CHECKED: KMB MCG Professional of record actici g as an individua . n M3 �I i PAUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314— 821-1100 02/28/05 LI C.N 0. 30767 DRAWING TITLE: LENNOX WIRING DETAIL GENERAL NOTES REF.: 1. ELECTRIC SERVICE - EXISTING TO REMAIN A. PRIMARY CONDUIT AND WIRING B. SECONDARY CONDUIT AND WIRING C. CONNECTIONS TO THE CT AND METER 2. TELEPHONE SERVICE - EXISTING TO REMAIN 3. CIRCUITING A. ALL POWER CIRCUITS IN EMT CONDUIT. B. NO MORE THAN 3 CIRCUITS PER CONDUIT C. NO MORE THAN 6 DUPLEX RECEPTACLES PER CIRCUIT D. MAXIMUM VOLTAGE DROP SHALL NOT EXCEED 2% FOR FEEDERS AND 3% FOR BRANCH CIRCUITS. E. DO NOT SHARE CONDUITS WITH ISOLATED GROUND CIRCUITS F. PROVIDE AT LEAST 20% SPARE CAPACITY IN EACH LOCAL PANEL. 4. GROUNDING A. CONVENTIONAL EQUIPMENT GROUNDING IN ACCORDANCE WITH THE NEC B. ISOLATED GROUNDING FOR CRITICAL LOADS INCLUDING, BUT NOT LIMITED TO, POINT -OF -SALE SYSTEM AND OTHER SENSITIVE LOADS. REFER TO GENERAL NOTES. 5. LIGHTING AND CONTROLS A. CHARACTERISTICS - ALL LIGHTING IS 277V EXCEPT WHERE NOTED. B. TREATMENT - REFER TO LIGHTING FIXTURE SCHEDULE. C. FUNCTIONAL REQUIREMENTS 1) RETAIL AREAS A DAY - MULTI -LEVEL, OPERATED BY RELAY PANEL AND NOVAR SYSTEM B� 3-WAY SWITCHING FOR ROOMS WITH TWO OR MORE MEANS OF EGRESS C) NIGHT - CERTAIN FIXTURES ON 24 HOURS TO PROVIDE MINIMAL LIGHTING FOR MAINTENANCE AND SECURITY 2) OFFICE AREAS A) LOCAL SWITCHING FOR INDIVIDUAL ROOMS B) 3-WAY SWITCHING FOR ROOMS WITH TWO OR MORE MEANS OF EGRESS C)))) DEENERGIZED AT NIGHT BY RELAY PANEL AND NOVAR SYSTEM 3) EXTERIOR LIGHTING AND SIGNAGE IS CONTROLLED BY TIMECLOCK AND LIGHT SENSOR FUNCTION OF THE NOVAR SYSTEM. D. REFLECTED CEILING PLAN - REFER TO ARCHITECTURAL DRAWINGS. 6. EMERGENCY LIGHTING A. EGRESS AND EXIT LIGHTING - EGRESS LIGHTING SHALL BE PROVIDED THROUGHOUT PATHS OF EGRESS BY WAY OF LIGHTING FIXTURES CONNECTED TO THE NIGHT LIGHTING CIRCUIT. EXIT LIGHTS SHALL BE SELF ILLUMINATED. 1) ALL EMERGENCY FIXTURES HAVE INTEGRAL BATTERY BALLAST 2 EXIT LIGHTS SHALL BE SELF CONTAINED 3) THE PLANS INDICATE THE MINIMUM NUMBER OF EMERGENCY LIGHTS AND EXIT SIGNS REQUIRED. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FIXTURES REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION TO PROVIDE CODE REQUIRED MINIMUM LIGHT LEVEL AND DIRECTIONAL SIGNS. B. ACCESSIBILITY -- ADA REQUIREMENTS WHERE APPLICABLE. 7. ENERGY MANAGEMENT SYSTEM A. THE ENERGY MANAGEMENT SYSTEM SHALL BE PROVIDED BY THE ELECTRICAL SUBCONTRACTOR. THROUGH BBB'S NATIONAL ACCOUNT WITH NOVAR. B. THE ENERGY MANAGEMENT SYSTEM SHALL CONTROL THE LIGHTING, HVAC, AND MONITOR POWER CONSUMPTION. 8. FIRE ALARM SYSTEM A. THE FIRE ALARM SYSTEM SHALL BE PURCHASED THROUGH THE NATIONAL ACCOUNT VENDOR. REFER TO THE PROJECT MANUAL FOR CONTACT INFORMATION, B. THE DEVICES SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIREMENTS BY THE TENANT. THE EXACT REQUIREMENTS FOR THE FIRE ALARM SYSTEM WILL BE DETERMINED BY THE NATIONAL ACCOUNT VENDOR AND LOCAL JURISDICTION. C. CONTRACTOR TO PROVIDE A CONDUIT, JUNCTION BOX AND PULL STRING SYSTEM WHERE REQUIRED BY LOCAL CODE. CONTRACTOR SHALL PROVIDE CONDUIT DROPS AS REQUIRED BY FIRE ALARM NATIONAL ACCOUNT VENDOR. 9. MISCELLANEOUS A. DEVICES 1 ALL DEVICES SHALL BE SPECIFICATION GRADE 2� REFER TO PROJECT MANUAL FOR DEVICE COLORS. 3 DEVICE HEIGHTS SHALL BE AS FOLLOWS EXCEPT WHERE NOTED OTHERWISE: A) WALL RECEPTACLES - 18" TO CENTER OF DEVICE B SWITCHES - 48" TO CENTER OF DEVICE 4) ISOLATED GROUND, DEDICATED, WEATHERPROOF, AND GFI DEVICES SHALL BE PROVIDED WHERE REQUIRED. B. EMERGENCY POWER - NONE PROVIDED. C. POWER CONDITIONING - OWNER WILL PROVIDE UNITARY POWER CONDITIONING WHERE REQUIRED FOI POS, COMPUTER CATALOGUING, AND OFFICE NETWORK COMPUTER EQUIPMENT. D. TELEPHONE, DATA AND SOUND SYSTEMS - THESE SYSTEMS WILL BE PROVIDED BY THE OWNER'S SPECIALIST. A CONDUIT SYSTEM WILL BE INSTALLED BY THE CONTRACTOR. E. POINT -OF -SALE SYSTEM - THE POINT -OF -SALE (POS) SYSTEM WILL BE INSTALLED BY THE OWNER'S VENDOR. A CONDUIT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. F. NOT USED. G. SECURITY SYSTEM - THE SECURITY SYSTEM SHALL BE INSTALLED BY THE OWNER'S VENDOR. CONTRACTOR TO PROVIDE A CONDUIT, J-BOX AND PULL STRING SYSTEM WHERE REQUIRED BY LOCAL CODE. CONTRACTOR SHALL PROVIDE CONDUIT DROPS AS REQUIRED BY OWNER'S SECURITY SYSTEM VENDOR. 10. ONCE THE CONCRETE FLOOR SLAB IS POURED, IT MUST BE KEPT CLEAN, FREE OF DUST, DIRT, PAINTS, STAINS AND TIRE MARKS, UP UNTIL PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH TREATMENT. ALL LIFTS TO BE DIAPERED (TO PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR) AND USE NONMARKING TIRES. SCHEDULES REF.: LIGHTING FIXTURE SCHEDULE SYMBOL ID DESCRIPTION VOLTAGE LAMPS MOUNTING MANUFACTURER FLUORESCENT ROD HUNG A 8'-0" FIXTURE 277 (4) F32T8/SPX41/ECO 15'-6" METALUX CATALOG NUMBER BED-5-8T232-TUB A-1 FLUORESCENT 277 (2) F32T8/SPX41/ECO 15'-6" METALUX BED-5-8T132-TUB 8'-0" FIXTURE AA FLUORESCENT 277 (4) F32T8/SPX41 /ECO ROD HUNG 15'-6" METALUX BED-5-8T-232-TUB-EL4 8'-0" FIXTURE AA-1 FLUORESCENT 277 (2) F32T8/SPX41/ECO ROD HUNG 15'-6" METALUX BED-5-8T-132-TUB-EL4 8'-0" FIXTURE ® B FLUORESCENT 277 (2) F32T8/SPX41/ECO ROD HUNG 15'-6" METALUX BED-6-232-TUB 4'-0" FIXTURE ® B-1 FLUORESCENT 277 (1) F32T8/SPX41 /ECO ROD HUNG 15'-6" METALUX BED-6-132-TUB 4'-0" FIXTURE BB FLUORESCENT 277 (2) F32T8/SPX41 /ECO ROD HUNG 15'-6" METALUX BED-6-232-TUB-EL4 4'-0" FIXTURE BB-1 FLUORESCENT 277 (1) F32T8/SPX41 /ECO ROD HUNG 15'-6" METALUX BED-6-132-TUB-EL4 4'-0" FIXTURE C FLUORESCENT 2'X4' 277 (3) F32T8/SPX41/ECO RECESSED METALUX BED-7-332-18-TUB 18 CELL PARABOLIC D FLUORESCENT 2'X4' 277 (2) F32T8/SPX41/ECO RECESSED/ METALUX BED-8-232A-TUB PRISMATIC SURFACE DID FLUORESCENT 2'X4' 277 (2) F32T8/SPX41/ECO RECESSED/ SURFACE METALUX BED -8-232-TUB-EL4 PRISMATIC SELF SURFACE/ BED-X20-SF F EXIT NONE ILLUMINATING PENDANT 12'-6" AFF ISOLITE BED-X20-DF G FLUORESCENT 120 (1) F25/T8/TL841 STORE RACKING METALUX BE.D-13-125-120V H FLUORESCENT 120 (2) F25/T8/TL841 STORE RACKING METALUX BED-14-225-120V ® J FLUORESCENT 277 (2) F25T8/SPX41/ECO SURFACE METALUX SS-225 3'-0" FIXTURE L INCANDESCENT 120 (1) 90PAR/H/SP10 BOTTOM OF TRACK HALO BED 26 �-s SPOT 15'-6" AFF L1738P BED TRACK T - - - - - - - - - ---- 120 ---------- TRACK As Note HALO L651 L652 U METAL HALIDE 277 (1) MVR400/U SURFACE 1 AFF LUMARK MHWL 400-MT-LL2-8 (INCLUDED) ® V METAL HALIDE 277 (1) XR100/U/MED RECESSED HALO BED- 27-M 6024T/740/10012F W FLUORESCENT 277 (2) F21/T5/841 EXTERIOR WALL SHAPER M673 WP INTERIOR WALL Y INCANDESCENT 120 (1) 120PAR/H/FL30 AT DOCK MOUNT RITE HITE COOL HEAD SERIES (INCLUDED) AT 5-0 AFF NOTES FOR ALL LIGHTING FIXTURES 1 ELECTRONIC BALLASTS SHALL HAVE A TOTAL HARMONIC DISTORTION OF LESS THAN 20%. 2 ALL FLUORESCENT FIXTURES SHALL BE EQUIPPED WITH ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. 3 4, ALL LAMPS BASED ON GENERAL ELECTRIC. 5. EMERGENCY FIXTURES SHALL BE WIRED AHEAD OF SWITCH. 6, PROVIDE ALL NECESSARY MOUNTING HARDWARE. TO IMPROVE ACCURACY, THE VOLTAGE HAS BEEN PURPOSELY LEFT OUT OF THE CATALOG NUMBER. 7, REFER TO THE VOLTAGE COLUMN FOR FIXTURE VOLTAGE. 8, RECESSED FLUORESCENT FIXTURES TO BE SECURED TO CEILING GRID WITH FOUR (4) CLIPS OR REQUIRED BY CODE. GRP-SS-U (GRIPPER) IS TO BE USED TO ATTACH FIXTURES TO CONTRACTOR SUPPLIED THREADED ROD. 9, CLC-B (CHANNEL CONNECTOR) IS TO BE USED TO CONNECT AND ALIGN TYPE A AND TYPE B LIGHT FIXTURES 10. MOUNT ROD HUNG LIGHTING FIXTURES WITH 1 /2" THREADED ROD. REMARKS: 1. EMERGENCY BATTERY PACK SHALL ILLUMINATE 2 LAMPS FOR AT LEAST 90 MINUTES. 2. PROVIDED BY BBB. 3. NOT USED 4. BOTTOM OF TRACK SHALL BE MOUNTED AT 15'-6" AFF AND SHALL BE A SINGLE CIRCUIT TRACK. 5. FIXTURES SHALL HAVE A PRISMATIC LENS. CONFIRM MOUNTING CONFIGURATION WITH CEILING TYPE. 6. FIXTURES SHALL HAVE A PARABOLIC LENS. CONFIRM MOUNTING CONFIGURATION WITH CEILING TYPE. 7. SWING ARM DOCK LIGHT TO BE PURCHASED FROM ARBON EQUIPMENT CORP 732-225-5220. PURCHASING TO BE COORDINATED WITH GENERAL CONTRACTOR'S PURCHASE OF DOCK EQUIPMENT. 8. EXIT SIGNS ARE SELF ILLUMINATING AND DO NOT REQUIRE EXTERNAL POWER. SIGNS SHALL BE WHITE WITH RED LETTERS. SIGNS SHALL HAVE 20 YEAR LIFE. UL LISTING #296S. COMPLIES WITH OSHA REQUIREMENTS. MEETS NFPA LIFE SAFETY CODE 101. 9. WEATHER PROOF UPLIGHT AND DOWNLIGHT WITH SATIN CHROME FINISH. PROVIDE A COLD WEATHER MAGNATEK BALLAST. 10. FLANGE KIT REQUIRED ON TYPE 'D' LIGHT FIXTURE WHEN MOUNTED TO A GYPSUM BOARD CEILING. 11. SEE BUILDING FRONT ELEVATION FOR MOUNTING HEIGHTS. SYMBOL LIST REF.: IDENTIFIER DESCRIPTION CONDUIT HOMERUN - ABOVE FINISHED FLOOR --------**- CONDUIT HOMERUN - BELOW FINISH FLOOR REMARKS ®' DUPLEX RECEPTACLE, 20A, 120V - 18" AFF HUBELL #53621 @GFI GROUND FAULT INTERRUPTING RECEPTACLE, 20A, GROUND 120V - 18" AFF @IG ISOLATED GROUND RECEPTACLE, 20A, 120V -18" AFF HUBELL # IG5362 (ORGANE) (�)=CL UNISTRUT MOUNTED RECEPTACLE, 20A, 120V &CL2 DUPLEX OUTLET MOUNTED TO COLUMN AT 14'-6" A.F.F. QUADRAPLEX RECEPTACLE, 20A, 120V - 18" AFF 1 THIS SYMBOL REPRESENTS A MULTIOUTLET ARRANGEMENT SHOWN IN DETAIL E3.1/05 1 ® TELEPHONE OUTLET - 18" AFF ®.� DOUBLE TELEPHONE OUTLET - 18" AFF a DATA OUTLET - 18" AFF Q OR JUNCTION BOX ED OVERHEAD POWER AND DATA SUPPLY, SEE DRAWING E3.4 ® PULL BOX OR PANEL BOARD - 72" TO TOP OF ENCLOSURE (SEE SCHEDULES FOR MOUNTING TYPE) GROUND S AC GENERAL USE SNAP SWITCH, 20A, 120-277 VAC - 48" AFF 1 c LIGHT SWITCH ("A" DESIGNATES LIGHTING FIXTURES CONTROLLED) - 48" AFF S3 THREE-WAY SWITCH, 20A, 120-277 VAC - 48" AFF 6 Sm WATT STOPPER WA-200 AUTOMATIC WALL SWITCH JI THERMOSTAT 5,10 EMERGENCY/NIGHT LIGHT 1,5,10 DE PUSH BUTTON DOOR BELL 8,13 OA LIGHTING FIXTURE TAG (DENOTES FIXTURE TYPE) Fla EXIT LIGHT FIXTURE 2 4L? EMERGENCY LIGHT FIXTURE 2 0 THERMOSTAT - 48" AFF D30 UNFUSED SAFETY SWITCH (AMP. RATING) MECHANICAL EQUIPMENT (MOTOR, HVAC, PLUMBING, ETC.) �30/20 FUSED SAFETY SWITCH (SWITCH RATING/FUSE RATING) COMBINATION MOTOR STARTER 4 RT 1 MECHANICAL EQUIPMENT (MOTOR, HVAC, PLUMBING, ETC.) 30/20 FACP FIRE ALARM CONTROL PANEL 4 FIRE ALARM PULL STATION FIRE ALARM HORN/STROBE FIRE ALARM BELL F FIRE ALARM STROBE, WALL MOUNTED SD SMOKE DETECTOR 9,12 5DD DUCT SMOKE DETECTOR ® RATE OF RISE HEAT DETECTOR n 15" DOUBLE CONNECTOR -WIRE AS PER CODE 7 P-2 n 40" DOUBLE CONNECTOR - WIRE AS PER CODE P-3 40" PLUG ADAPTER - WIRE AS PER CODE n P-4 60" ADAPTER - WIRE AS PER CODE n DINNERWARE HUTCH FLATWARE DISPLAY ® STEMWARE DISPLAY BATH VIGNETTE DOUBLE SIGN BAND SINGLE SIGN BAND 000000 WIREMOLD # V20-C2 zs DISPLAY TRACK BEDDING DISPLAY REF.: IDENTIFIER DESCRIPTION C CONDUIT CB CIRCUIT BREAKER C/T CURRENT TRANSFORMER EMT ELECTRICAL METALLIC TUBING ETR EXISTING TO REMAIN FACP FIRE ALARM CONTROL PANEL G, GND GROUND GFI GROUND FAULT CIRCUIT INTERRUPTER GFCI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT JB JUNCTION BOX KCMIL THOUSAND CIRCULAR MILL (ALSO KCM OR MCM) LRA LOCKED ROTOR AMPS MCB MAIN CIRCUIT BREAKER MDP MAIN DISTRIBUTION PANEL MDS MAIN DISTRIBUTION SWITCHBOARD MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION N NEUTRAL (GROUNDED CIRCUIT CONDUCTOR) NEC NATIONAL ELECTRIC CODE NL NIGHT LIGHT PNL PANEL RECEIPT RECEPTACLE RGS RIGID GALVANIZED STEEL STP SHIELDED TWISTED PAIR SWBD SWITCHBOARD TEL TELEPHONE TBB TELEPHONE BACKBOARD TVS TANSIENT VOLTAGE SURGE SUPPRESSOR UTP UNSHIELDED TWISTED PAIR VWT VERIS WATTS TRANSDUCER WP WEATHERPROOF XFMR TRANSFORMER �C N -F� W 4- O � N z U 0 o Q a° N < N � ti _j C U J v Q Q Z z S Lj o LL 0 N O Z in0 06 00 >w W Do0C)L�O wILQo�In <_ CD C) Ccpro I 00 dw�=�cco =� mzo I-Q- 00 Q�-Iz'_'O x m CD - CD � oQ Wm U Li DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBB # DRAWN: CHECKED: WSS Professional of record proc an individual. PAUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 30767 DRAWING TITLE: ELECTRICAL GENERAL INFORMATION AND SCHEDULES E1.1 6 7 8 LB-31 34 10 LD-31,33,�5,37 I I i i I I I NOTES REF.: NOTES FOR THIS DRAWING 1. ROOF TOP UNIT'S DISCONNECT AND OF] CONVENIENCE RECEPTACLES WILL BE FACTORY MOUNTED BY MANUFACTURER. 2. DISCONNECT FOR GAS UNIT HEATER AND EXHAUST FAN PROVIDED BY THE MECHANICAL SUBCONTRACTOR. 3. CEILING MOUNTED RECEPTACLES SHALL BE MOUNTED ON THE BOTTOM OF THE UNISTRUT FACING THE FLOOR. 4. UNISTRUT SHALL BE MOUNTED SUCH THAT THE CHANNEL IS FACING THE CEILING. UNISTRUT SHALL BE PAINTED TO MATCH THE CEILING. 5. "FIXTURE NOTES" CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM BBB FIXTURE PLANS. 6. ALL RTU GFCI CONVENIENCE RECEPTACLES SHALL BE CIRCUITED INDEPENDENTLY OF THE RTU'S. 7. CUSTOMER SERVICE DESK, REMOTE SERVICE DESK AND CASH WRAPS ARE PROVIDED WITH MULTI OUTLETS INSTALLED AS SHOWN ON DETAIL 05/E3.1. Fil ED FIXTURE NOTES (SYMBOLS ETC ) 1. JUNCTION BOX WITH DEDICATED CIRCUIT MOUNTED AT 16'-6" AFF OR DECK OR JOIST FOR SPECIALTY LIGHTING. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX RECEPTACLE ON DISPLAY UNIT WITHIN 12'-0" OF JUNCTION BOX AND 6'-0" AFF AS DIRECTED BY TENANT AND MAKE FINAL CONNECTION USING WHITE SJ CORD. ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS AS DIRECTED BY BBB AND PER CODE. IF REQUIRED BY LOCAL CODE THE ELECTRICAL CONTRACTOR MUST HARD WIRE IN EMT FROM THE J-BOX AT THE CEILING TO THE SPECIALTY LIGHTING. REFER TO DETAIL 14/E3.3. 2. ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. AFTER BBS FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING WHITE SJ CORD. ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD - WIREMOLD NO. 09043 CATALOG NO. V20-C2. 3. PROVIDE POWER AS SHOWN AT JOIST FOR FUTURE REGISTER LOCATION. PROVIDE ONE IG CIRCUIT AND REGULAR - O CIRCUIT. 4. ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLETS MOUNTED ON UNISTRUT (HEIGHT OF UNISTRUT A.F.F. NOTED BELOW IN NOTE #7). ALL OUTLETS TO BE NOVAR CONTROLLED. RECEPTACLES SHALL BE MOUNTED ON THE BOTTOM OF THE UNISTRUT FACING THE FLOOR. UNISTRUT SHALL BE MOUNTED SUCH THAT THE CHANNEL IS FACING THE CEILING. UNISTRUT SHALL BE PAINTED TO MATCH THE CEILING. 5. JUNCTION BOX MOUNTED AT BAR JOIST FOR CONNECTION TO DISPLAY FIXTURE. AFTER BBB FIXTURING IS INSTALLED ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING SJ CORD OR HARD WIRE WITH EMT IF REQUIRED BY LOCAL CODE. 6. FOR ALL REGISTER BAYS, REMOTE AND CUSTOMER SERVICE DESKS: PROVIDE J-BOX AT JOIST FOR POWER. J-BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND 2" CONDUIT TO JOIST ABOVE. CIRCUITING SHOULD RUN THROUGH THE 2" CONDUIT. ALL DESKS ARE FURNISHED WITH OUTLETS ALREADY INSTALLED AS SHOWN IN DETAIL 5/E3.1 (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL - O CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. ALSO REFER TO DETAILS 3,5 AND 11/E3.4. 7. ELECTRICAL SUBCONTRACTOR TO PROVIDE UNISTRUT MOUNTED AT 6" ABOVE LIGHTING THROUGHOUT THE STORE AS SHOWN ON BBB PLANS. UNISTRUT SHALL EXTEND 2'-0" PAST EDGE OF AISLE. 8. JUNCTION BOX MOUNTED IN JOIST SPACE FOR FUTURE USE WITH SPECIALTY LIGHTING. PROVIDE POWER AS SHOWN. 11. EXISTING TELEPHONE SERVICE ENTRANCE INTO ELECTRIC ROOM W. REFER TO DETAIL 04/E3.1. 12. 56K DIGITAL CIRCUIT TO BE EXTENDED FROM D-MARK IN ELECTRIC ROOM 'A' TO CASH OFFICE IN MEZZANINE OFFICE AREA. 56K CIRCUIT SUPPLIED BY LOCAL TELCO. IF WALLFIELD IS NOT COMPLETED LEAVE WIRING COILED IN CEILING. 13. ROOF PENETRATION FOR SATELLITE INSTALLATION. CABLE TO TERMINATE IN CASH OFFICE. WEATHERPROOF GFI DUPLEX OUTLET TO BE INSTALLED AT SATELLITE SITE ON ROOF. REFER TO SHEET A2.5 FOR LOCATION. 14 PROVIDE (2) 2" CONDUIT IN CEILING FOR TELEPHONE SERVICE FROM TELCO D-MARK IN ELECTRIC ROOM 'A' TO CASH OFFICE AS SHOWN. (1) CONDUIT FOR TELEPHONE SERVICE, (1) CONDUIT FOR 56K DIGITAL CIRCUIT. 15, ELECTRICAL SUBCONTRACTOR TO PROVIDE EXTERIOR WEATHERPROOF DISCONNECT (PER CODE) FOR COMPACTOR. PROVIDE CONTROLS INSIDE THE BUILDING FOR COMPACTOR. ELECTRICAL SUBCONTRACTOR TO MAKE FINAL CONNECTIONS TO COMPACTOR. - © 16. PROVIDE 4" CONDUIT FROM 12"X12" PULL BOX, WHERE INDICATED ON PLANS, TO WALL FIELD IN CASH OFFICE. PROVIDE 4" CONDUIT (RACEWAY) AT JOIST FROM PULL BOX IN OFFICE TO REGISTER LOCATIONS AS SHOWN FOR PHONE/DATA SERVICE. PROVIDE A 6" SQUARE PULL BOX AT EACH REGISTER LOCATION TIED INTO THE RACEWAY ABOVE AND A 6" SQUARE PULL BOX ATTACHED TO THE REGISTER BAY. THE PULL BOX AT THE REGISTER BAY SHOULD BE MOUNTED UNDER THE FIXTURE PER DETAIL 11/E3.4. PROVIDE 2" CONDUIT FROM THE PULL BOX AT JOIST TO THE PULL BOX AT REGISTER BAY FOR PHONE/DATA. PROVIDE PULL STRINGS THROUGHOUT. REFER TO DETAIL SHEET E3.4. 17. PROVIDE DOORBELL MOUNTED AT 14'-6" AFF UNLESS OTHERWISE NOTED. 18. UNISTRUT LOCATED ABOVE COOKWARE DISPLAYS DOES NOT REQUIRE POWER. PROVIDE SUPPORT 4'-0" ON CENTER. 19, OUTLET FOR CLOSE CIRCUIT TV MONITOR MOUNTED ON 6'-0" UNISTRUT. (HEIGHT OF UNISTRUT AFF NOTED IN NOTE #7). 20. DUPLEX OUTLET MOUNTED AT 14'-6" AFF TO LEFT HAND SIDE OF HUB STATION. 21. PROVIDE PUSHBUTTON FOR DOORBELL MOUNTED AT 4'-6" AFF. 22. RECESSED J-BOX AT 11'-O" AFF TO POWER TRANSFORMER FOR DOORBELL/PUSHBUTTON. ( C J KEY NOTES (Symbols 01 O Etc.) \� 1. UNISTRUT TO BE DESIGNED TO SUPPORT 200 LB. CCTV. 2. PROVIDE WATERPROOF J-BOX WITH DISCONNECT SWITCH. VERIFY LOCATION AND CONNECT TO SIGN AS REQUIRED. NUMBER OF CIRCUITS TO BE VERIFIED WITH SIGN MANUFACTURER. 3. CONTRACTOR SHALL RE -USE EXISTING FEEDERS AND CONDUITS FOR RTU-6. EXTEND FEEDERS AND CONDUIT TO NEW LOCATION AND MAKE FINAL CONNECTIONS. 4. PROVIDE JUNCTION BOX FOR AUTOMATIC DOORS. 5. PROVIDE CONDUIT FROM JUNCTION BOXES TO CASH OFFICE WALLFIELD FOR PAY PHONE SERVICE. PROVIDE PULL STRING THROUGH CONDUIT. F 6. J-BOX TO SERVE ACCESSORIES DISPLAY FIXTURES. 7. EXISTING SECONDARY CONDUCTORS AND CONDUITS FROM ELECTRIC ROOM TO UTILITY COMPANY PAD MOUNTED TRANSFORMER. REFER TO DETAIL 04/E3.1 & ONE -LINE DIAGRAM 01/E4.2 F. 8. EXISTING METER & CT'S CABINET LOCATION. 9. RECEPTACLE DEDICATED FOR DOCK LIGHT POWER, MOUNTED AT 5'-0" AFF. 10. ELECTRICAL SUBCONTRACTOR TO RUN WIRE (TWISTED PAIR) FROM NOVAR CONTROL UNIT TO UNIT HEATER TO ENERGIZE AND DE -ENERGIZE UNIT. 11. ELECTRICAL SUBCONTRACTOR TO RUN WIRE (TWISTED PAIR) FROM NOVAR CONTROL UNIT TO ELECTRIC METER TO MONITOR ENERGY CONSUMPTION. 12. SMOKE DETECTOR SHALL BE LOCATED ABOVE COMPACTOR DOOR. 13. EXHAUST FAN EF-1 AND EF-2 SHALL BE CONTROLLED BY NOVAR THROUGH LIGHTING GROUP A. 14. J-BOX TO SERVE ELECTRICS AND COOKWARE DISPLAY FIXTURES. A .0 _y W o � z 0 Q ry V) u N F ti i1 Ow J W N n' C O w 0 >- w LL Q Q Z 0 c ; W O 0 LL 0 � O Z �' Q r Q 06 cl cn 03 Ld � Q o � D�`no Q -j w Q!f -3 GO co �.wz03^ Qm COS Iz- m0�Z CD 0°Ocy) n0c�o��Q LJW m ul w 02/28/05 30767 DRAWING _nRE: POWER PLAN FLOOR PLAN - POWER REF.: 01 1/16" = 1'-0" E2.1 TYPICAL FOR RECEIVING AND STOCK AREA A 4 4.7 5 6 I I TYI1 I I I I I I ICAL FOR RECEIVING AREA Al AND STOCK AREA A I I ; I� I I I- I; I I I I STARTING POINT OF LIGHTING DIMENSIONS FROM CLEAR/FINISHED INSIDE FACE OF WALL. I i I I I QTYP 3 W -19 NOTES REF.: NOTES FOR THIS DRAWING 1. ALL LIGHTING ON THIS DRAWING IS CIRCUITED TO PANEL HA, UNLESS OTHERWISE NOTED. 2. VERIFY LOCATION OF EXTERIOR LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS. 3. LIGHTING FIXTURES ARE DIMENSIONED FROM THE FINISHED FACE OF WALL TO CENTERLINE OR END OF LIGHTING FIXTURE. 4. REFER TO DRAWINGS E3.2 AND E4.1 FOR LIGHTING CONTROLS. COORDINATE WITH BBB 7 8 PLANS AND SPECIFICATIONS. 5. EXTERIOR LIGHTING SHALL BE CONTROLLED BY LIGHT SENSOR (ON) AND TIME CLOCK (OF THROUGH NOVAR ENERGY MANAGEMENT SYSTEM, I I 6. "FIXTURE NOTES' CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM TENANT'S PLAN F3. I I 7. COORDINATE AND VERIFY DIMENSIONS. NOTIFY BBB OF ANY DISCREPANCIES IMMEDIATELY. 8. LIGHTING CHANNELS 'A' AND 'B' (STAFF LIGHTING) ARE SHOWN HATCHED. I 9• ELECTRICAL SUBCONTRACTOR TO COORDINATE EXIT SIGNS WITH TENANTS HIGH FIXTURES. II I I h I I STARTING POINT OF LIGHTING DIMENSIONS ( o 0 0 0 FROM CLEAR/FINISHED INSIDE FACE OF WALL.F-2 ❑ 1 1i2W5FCFd'1ER 0 0 0 3 KEY NOTES (Symbols 1 2 Etc.) — 1 EA AM EXISTING LIGHT FIXTURE IF REQUIRED o CLEAN REL P _ CONTRACTOR SHALL C ......: . o ..v:.......:.of 1**** �,,.:.......: ... I REPAIR OR REPLACE. VERIFY EXACT QUANTITY I I I I OF FIXTURES IN FIELD. 4.1 5.1 5.5 5.9 6.1 STARTING POINT OF LIGHTING DIMENSIONS FROM CLEAR/FINISHED INSIDE FACE OF WALL. — — ----- 0 32 I I I .1 8 r �I LIGHT FIXTURE — EXIT SIGN MOUNTED 30" IN FRONT OF WALL AND 12'-6" AFF STROBE AND PULL STATION MOUNTED ON WALL (TYP.) BBB FIXTURE: FIRE DOOR 2 1/2" MAX. FINISHED FLOOR EXIT SIGN AT RACKING ELEVATION 06 REF.: NONE C rn 4j '— Lu 4- 0 -� � 0 z U 0 (� U N Lu < 17- ti o _j L1.1 CO C v w U >- Lu LL < z C ED 0 O N o Q Q m U cn "V o 00 00 Ln w Li-< m C) 00 C) 00 0>-0 -1dw��� 1 Do co L-.wz �Qm .. �DO Q � m —1 z p 0 � CD0 o m � Of x i 1 1�1 m U I� DISTRIBUTION: DATE: Prototype Ver, 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBB # DRAWN: CHECKED: JEP WSS Professional of record pracici�g as an individual. PAUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 30767 DRAWING TITLE: LIGHTING PLAN FLOOR PLAN 01 REF.: 1 /16" = V-0" Cr W 0 w SECURITY RJ-31X DATA/TELEPHONE IG RECEPTACLE RECEPTACLE OUTLET Os AGUARD UNIT w TELEPHONE ALARM ❑ '�I� '®' ® ❑ W D-MARK LIGB-27 O ALARM LIGB-29 ® ECURITY FACP ALAM MO PANEL ' I° LI BR31 Q T" T,. FINISHED FLOOR NOTES ALTERNATE LOCATION FOR "SMART REF.: JACK" BBB PHONE VENDOR WILL VERIFY IN FIELD WHETHER WALL IS READY FOR NOTES FOR THIS DRAWING "SMART JACK", IF NOT THEN "SMART 1. ALL GENERAL POWER IN THIS AREA SHALL BE CIRCUITED TO PANEL LA. JACK WILL BE LOCATED IN ELECTRIC 2. ALL POWER REQUIRING AN ISOLATED GROUND SHALL BE CIRCUITED TO PANEL LIGB. En EQ [EQROOM 'A' ADJACENT TO DEMARC.3. ALL LIGHTING SHALL BE CIRCUITED TO PANEL HA. FQ EQ WALL FIELD KEY DIMENSIONS W D H #1 OPEN #2 OPEN #3 OPEN #4 OPEN #5 TWINSTAR #6 PATCHPANEL DATA #7 PATCH PANEL POS #8 TOKENEASE #9 KSU 23.5 10 #9A KSU EXTENSION 23.5 10 #10 PHONE BLOCKS (6 SHOWN) 2.5 10 #11 DOOR BOX CONTROL 6 4 #12 COMSHARE 6 4 #13 AMP #14 OPEN #15 TEL. JACKS 3 3 #16 MUZAK 4, CONTRACTOR TO REFERENCE ARCHITECTURAL DRAWINGS FOR SITE SPECIFIC MILL WORK. FIXTURE NOTES (SYMBOLS D . E ETC.) 10. 8'H X 3/4" UNISTRUT-SUPPORTED PLYWOOD BACKBOARD, THE FULL LENGTH OF WALL, WHERE THE SAFE IS LOCATED IN THE CASH ROOM FOR A WIRING WALLFIELD, MOUNTED 3" AFF. THE PLYWOOD MUST BE PAINTED FIRE -RETARDANT WHITE PRIOR TO THE INSTALLATION OF ANY EQUIPMENT. THERE SHOULD BE APPROXIMATELY 3" CLEARANCE BETWEEN THE PLYWOOD AND SHEETROCK WALL. ALL POWER RECEPTACLES MUST BE MOUNTED FLUSH WITH THE FRONT OF THE PLYWOOD. REFER TO DETAIL 14/E3.1. 14. PROVIDE (2) 2" CONDUIT IN CEILING FOR TELEPHONE SERVICE FROM TELCO D-MARK IN ELECTRIC ROOM 'A' TO CASH OFFICE AS SHOWN. (1) CONDUIT FOR TELEPHONE SERVICE, (1) CONDUIT FOR 56K DIGITAL CIRCUIT. 16. PROVIDE 4" CONDUIT FROM 12"X12" PULL BOX, WHERE INDICATED ON PLANS, TO WALL FIELD IN CASH OFFICE. PROVIDE 4" CONDUIT (RACEWAY) AT JOIST FROM PULL BOX IN OFFICE TO REGISTER LOCATIONS AS SHOWN FOR PHONE/DATA ALL OUTLETS ON WALLFIELD SERVICE. PROVIDE A 6" SQUARE PULL BOX AT EACH REGISTER LOCATION TIED TO BE DEDICATED I.G. CIRCUITS INTO THE RACEWAY ABOVE AND A 6" SQUARE PULL BOX ATTACHED TO THE CONTRACTOR TO REFERENCE ARCHITECTURAL REGISTER BAY. THE PULL BOX AT THE REGISTER BAY SHOULD BE MOUNTED DRAWING FOR SITE SPECIFIC MILLWORK DESIGN UNDER THE FIXTURE PER DETAIL 11/E3.4. PROVIDE 2" CONDUIT FROM THE PULL BOX AT JOIST TO THE PULL BOX AT REGISTER BAY FOR PHONE/DATA. PROVIDE PULL STRINGS THROUGHOUT. REFER TO DETAIL SHEET E3.4. 17. PROVIDE DOORBELL MOUNTED ABOVE CEILING TILE. 18. PROVIDE 3/4" CONDUIT FROM PANEL LA IN ELECTRIC ROOM B. DROP CONDUIT IN WALL TO BELOW SLAB. PROVIDE CIRCUITING TO LA-29 AND PULL STRING. RUN IN FLOOR TO PRIMARY SENSORMATIC AND/OR CHECKPOINT PEDISTALS. 19. PROVIDE 1 /2" CONDUIT W/ PULL STRING IN SLAB FOR INTERCONNECTING CABLES BETWEEN PRIMARY AND SECONDARY SENSOMATIC AND/OR CHECKPOINT PEDESTALS. 20. PROVIDE 3/4" CONDUIT FROM PANEL LA IN ELECTRIC ROOM B, DROP CONDUIT IN WALLFIELD ELEVATION 14 WALL TO BELOW SLAB. PROVIDE CIRCUITING TO LA-29 AND PULL STRING. RUN IN SECURITY ELEVATION 09 ELECTRICAL OUTLET ELEVATION 05 FLOOR TO PRIMARY SENSORMATIC AND/OR CHECKPOINT PEDISTALS. REF.: NONE 21. PROVIDE 1/2" CONDUIT W PULL STRING IN SLAB FOR INTERCONNECTING CABLES REF.: NONE REF.: /8" = 1'-O" BETWEEN PRIMARY AND SECONDARY SENSOMATIC AND/OR CHECKPOINT PEDESTALS. % 8 P8 KEY NOTES (SYMBOLS 0.0 ETC.) 7 8 4 LA-42 5.9 1. 56K DIGITAL CIRCUIT TO HAVE EXTENDED D-MARK INTO CASH OFFICE. 56K CIRCUIT O O I 11 (DSUPPLIED BY LOCAL TELCO. IF WALLFIELD IS NOT COMPLETED LEAVE COILED O O 1 IN CEILING. LA-19 REFER TO DETAIL 2. IF REQUIRED BY LOCAL CODE, LOCATE THE FIRE ALARM ANNUCIATOR PANEL IN THE 03/A8.2 44" AFF FORT VESTIBULE PROVIDE BACK BOX WITH 1" CONDUIT AND PULL STRING AT 48" AFF I I TRANSFOGR I I O I RECEPTACLE LOCATIONS I TO CEILING SPASE AND BACK TO ELECTRIC ROOM 'A' FOR REMOTE FIRE ALARM SP-1 12 ANNUCIATOR PANEL. COORDINATE EXACT REQUIREMENTS WITH ADT. O O 1 LA-40 3. VENDING MACHINE RECEPTACLES. i LA-25 5 -C 4. PROVIDE A DEDICATED CIRCUIT FOR THE FACP, CIRCUIT TO LC-41. PROVIDE (\ADJ o A LOCKABLE TYPE CIRCUIT BREAKER FOR FACP. CONTRACTOR TO HARDWIRE LA-21 ' I CONNECTION TO FACP PER CODE. I 1 3,61LA-19 LA-�3 G. LA-17 LIGB1 1 1 5. PROVIDE JUNCTION BOX FOR WATER HEATER MOUNTED ON SHELF ABOVE 10 G (3 )� LA-19 16 MOP SINK. - v 60" AFF 0 0 BE LOCATED ABOVE FACP. T-1 T 1 LA„19 14- o ® m ® ® ee ® s m ® ® ® a m o ® ® ® 6. SMOKE DETECTOR T I7--- LA-1 I I 7. PROVIDE 4" CONDUIT STUB FOR LOW VOLTAGE WIRING FROM ABOVE CASH OFFICE TO REMOTE SALES DESKS. STUB SHALL EXTEND 4" PAST FACE OF PULL SECTION I PANEL IA D WALL SURFACE. FIELD VERIFY ACTUAL LOCATION OF CONDUIT WITH BBB ANEL LIG81 i LA-11 LA- 1 MOUNT ® 7'-0" AFF CONSTRUCTION PROJECT MANAGER. I I MDP 8. OVERRIDE SWITCHES TO BE LOCATED IN ELECTRIC ROOM AT NOVAR EQUIPMENT. LA-9 7 LA-18 LA-11 LA-7 24 D1 I 36 I LIGB-8 17 LIGB-2 a 4 9. EXISTING LIGHT FIXTURES TO REMAIN. RECONNECT FIXTURES TO CIRCUIT INDICATED. L''�---------------- -0 1 LA-9 14 i � LA-7 , 2 - i 10. EXISTING EMERGENCY FIXTURES TO REMAIN. FIXTURES SHALL BE CONNECTED AHEAD LIGB-4 LA-13 LA-13 A-13 �� OF CONTATOR CONTROL. D2,HA LA-9 E3.1 I LIGB-8 LIGB-10 LIGB-1 ! 1 11, 1 0 1 LA-7 11, PROVIDE DISCONNECT FOR INSTANTANEOUS WATER HEATER MOUNTED UNDER COUNTER. DP 10 - F 12. PROVIDE SINGLE PLEX OUTLET UNDER COUNTER FOR SUMP PUMP. a PAYPHONE 1 LB,LC F2 I I LA-18 1 36 LIGB-23 � --�_ n LD,LE T-2 BOVE) 1 I II LF I LIGA EXIS G TELEPHONE SERVICE 1 O NOVAR I -� FIRST FLOOR PLAN -POWER 03 REF.: 1 /833 = 1'-0" I 1 09 ElBDS vi 1 I 36 4 5 5.9 I 5 I �--✓✓ P7 I 9 I I LE-39,41 TYPICAL i 1 I I I 36 I 36 I DID I I 39 I I I 37 37 D 37 GA I LB-29 nP ETR 36 I 13 13 O 36 - -- 10 P5 I 1 LB-29 D 36 I DID ETR 36 D 37 39 37, 37 I 1 I fiYP. DID pp L D I 37 37 39 TYP 7 9 36 37 D 37 TYP. 37 37 37 � F I I DD 9 36 36 I I - - - - GFI I 36 F2 LB-29 1 39 I 1 1 I ETR 1 � I 1 1 I FIRST FLOOR PLAN - POWER 13 FIRST FLOOR PLAN - LIGHTING 12 FIRST FLOOR PLAN - LIGHTING 02 REF.: 1 /8" = 1'-0' REF.: 1 /8,1 = 1 -01REF.: 1 /8„ _ 1'-0' 1 1, N 1 .1 / --I - PHONE 9 In LJ LIGB-19 IG 5 a w La 9A 6 7 LIGB-21 IG TWINSTAR 8 LIGB-17 IG lki M 10 S25RIG 0 LIGB 13 ® MUZAK AM LIGB-25 IG TERMINA (CLEAR) SAFE 18' I.D. 18' I,D, N Q 42' HIGH SHELF MODEM ® 24"W x 18"D ADJ. ADJ, LA-18 �LIGB-23 IG SHELVES SHELVES -v C O 0 0 O z U ++ (A Q V N Lu < i� O 0 uj (N C ® U .j Q Q Z AL LL O Q r m a- r 07 06 O c9 Q CD � co I m LL. � CD Co 0 O�� w I ao � 00 , I.__wz00 �Qm , moo Q Of m o J z^C:) c 0 0 c)- w 0 Q 1 1�1 m 01 LL_ PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 30767 DRAWING TITLE: ELECTRICAL LARGE SCALE PLANS AND DETAILS .1 NOTES REF.: 4 5 6 7 8 4 5 6 7 8 NOTES FOR THIS DRAWING 1. THIS DRAWING IS INTENDED TO BE A SCHEMATIC DIAGRAM TO SHOW THE INTENT OF THE LIGHTING CONTROL SCHEME. REFER TO DRAWING E2.2, E3.1, AND PANEL I I I I I I I I I SCHEDULES FOR ACTUAL CIRCUITING. 2. LIGHTING CONTROL GROUP 'E' IS NOT INDICATED ON THIS DRAWING. THIS CONTROL GROUP IS THE SPECIALTY DISPLAY LIGHTING. REFER TO DRAWING E2.3 I I I FOR INFORMATION REGARDING THESE FIXTURES. 711 ® i I 3. THE LIGHTING IN THE BRIDAL REGISTRY SHALL BE CIRCUITED THROUGH LIGHTING CONTROL GROUP 'C'. ALL OTHER OFFICE ARE LIGHTING SHALL BE CIRCUITED THROUGH LIGHTING CONTROL GROUP 'A'. L _— A ML I I I I � �I I I I — \J �i o a -- - I I I I I I I I — I I I I I I I I f I I I I I I I I I I I I I I I - - - ---OE BOLT E TTTTTTTTTT Irm rm F I I I �F ITiTi11 _ —� _- - - - _ - _ I ® I _ © LIGHT FIXTURE HANGER BRACKET AS � MANUFACTURED BY METALUX LIGHTING I �LJ I I l J CO., TO BE ATTACHED TO THE TOP OF I I I I I I THE LIGHT FIXTURE. PLAN ®NORTH PLAN®NORTH LIGHT GROUP 'D' 14 LIGHT GROUP 'C' 12 SLIDE BRACKET DETAIL 11 REF.: 1 32" = 1'-0" REF.: 1 32" = 1'-0" REF.: NONE r714 5 6 7 8 4 5 6 7 8 IN FLEX CONDUIT I I I I I I I I I I I TOP OF ROOF FRAMING MEMBER. I � oE.C. PROVIDE II I WHERE NEEDED ANGLES \ o ❑ a C� D THREADED ROD BY EC I I I I I I SLIDE BRACKET (TYP.) ® ® LIGHT FIXTURE _ _ BEAM CLAMP, LAMP _ F -P TO ANGLE (TYP.) I I I I —I I I I 0 THREADED STEEL ROD SCREWED INTO "C" I TT I I I I I I Iy CLAMP (TYP.) I I Ti7m H— �Q LIGHT HANGING DETAIL 06 REF.: NONE I I I I II I I I I I I I I I I I I I — E I tdiu I I I 1,11LALL-1111"i F I IP III I _ — 1 �'— I I I H I I I I I I I I I I PLAN®NORTH PLAN®NORTH LIGHT GROUP 'B' 04 LIGHT GROUP 'A' 02 REF.: 1 32" = 1'-0" REF.: 1 32" = 1'-0" LIGHTING CONTROL SCHEDULE - CHANNEL DESCRIPTION FUNCTION O STAFF UGHTS SHOWN SHADED STAFF O STAFF UGHTS SHOWN SHADED STAFF Q CUSTOMER LIGHTS PUSUC 0 CUSTOMER LIGHTS PUBLIC ©E SPECIALTY LIGHTING PUBLIC C 41 LL1 4-. 0 J 0 L 0 z o U Q v < NLLJti A _j J W N C7 C 0 U ..J LL Q Q i1 � O r Z m �U) 06 Z o Q o � Ln i< mo�oo� � o0 -d w ly-LLI _ I-m Q z 00 p- I- < 0! m 0 �_J CD O 00 00 � C� O 10��x WLLJ m � DISTRIBUTION: DATE: Prototype Ver. 1,2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# JBIBB PROJECT# 903282 BBB # DRAWN: CHECKED: JEP WSS Professional of record proc icing s on individuals 7b i 2003 AUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 30767 DRAWING 11TLE: LIGHTING SEQUENCING E3.2 SPECIALTY LIGHTING POWER REQUIREMENTS SYMBOL FIXTURE DESCRIPTION # OF RECOMMENDED 4' SECTIONS PER 20 AMP CIRCUIT DINNERWARE HUTCH 6 - 50 WATT INCANDESCENT LAMPS (300 VA) 4 FLATWARE DISPLAY 6 - 15 WATT FLUORESCENT LAMPS (95 VA) 11 ® STEMWARE DISPLAY 2 - 50 WATT INCANDESCENT LAMPS (100 VA) 12 �O BATH VIGNETTE 3 - 50 INCANDESCENT LAMPS (150 VA) 8 DOUBLE SIGN BAND 2 - 25 WATT FLUORESCENT LAMPS (53 VA) 18 SINGLE SIGN BAND 1 - 25 WATT FLUORESCENT LAMP (30 VA) 35 •••• WIREMOLD #V20-C2 MISC. ITEMS (720 VA) TYP. VERIFY 3 VACUUMS - PLACE ON SIGN BAND CIRCUIT ALL LIGHTING - 76 LAMPS W/ 25W BULBS ALL -2S-=- DISPLAY TRACK 2 - 50 WATT INCANDESCENT LAMPS (100 VA) 12 BEDDING DISPLAY 2 - 50 WATT INCANDESCENT LAMPS (100 VA) 12 NOTES REF.: NOTES FOR THIS DRAWING 1. NOT USED CL OF HEADER 2. NOT USED. 11 20" 20" 36" LONG DOUBLE 3. CIRCUITING FOR DISPLAY FIXTURES IS SHOWN ON E2.1. TUBE FLUORESCENT n LIGHT FIXTURE 4. THE FIXTURES SHOWN ON THIS DRAWING ARE INCLUDED IN LIGHTING CONTROL GROUP 'E'. BLACK, WHITE AND C GREEN THHN WITH PLUG AND RECEPTACLE. ( - 5. "FIXTURE NOTES" CORRESPOND DIRECTLY WITH POWER PLAN NOTES FROM TENANT'S PLAN F3. HEADER CLIPS � � FIXTURE NOTES (SYMBOLS ETC., ® MALE PLUG 2, CONTRACTOR SHALL PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. EQ 43 7/8" IEQ AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL CONTRACTOR TO PROVIDE DUPLEX OUTLET AS PER BBB FINAL LAYOUT, USING WHITE SJ._ CORD. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PLUGMOLD - WIREMOLD NO. 09043 CATALOG NO. V20-C2. 47 7/8 \PIGTAIL ® FEMALE RECEPTACLE 18" LONG PIGTAIL WITH 18" LONG LJ LJ FEMALE CONNECTOR WITH MALE u KEY NOTES (SYMBOLS 1 , 2 ETC.) 1. CONTRACTOR SHALL CONNECT SPECIALTY LIGHTING FIXTURE IN RACK AS SHOWN AND CONNECT TO OVERHEAD JUNCTION BOXES AS FOUND ON SHEET E2.1. CONTRACTOR SHALL INSTALL LAMPS PROVIDED BY TENANT. 12-3 SJT CORD PLAN VIEW -SIGN BAND 18 LENGTH AS REQUIRED REF.: NONE 4 5 J-BOX MOUNTED IN JOIST SPACE, 24" ON B - - - - -4,- CENTER, TYPICAL. AS SHOWN ON E2.1 I 36" DOUBLE OR SINGLE FLUORESCENT FIXTURE 4tA F 12'-0" MAX. I WHITE SJT CORD TO REACH WITHIN SIGN BAND CONNECTORS 12' RADIUS OF J-BOX AND 6'-0" AFF I n LOCATION AND NUMBER OF DROPS TO BE POWER SUPPLY FOR DETERMINED AFTER FIXTURES ARE INSTALLED. LIGHT FIXTUREco ir DUPLEX GFI OUTLET AT END OF CORD SIGN BAND 1-d 1-d � -d 1-d FLUORESCENT I _ x' --- ---- ---- LIGHT oo SIGN BAND LNEMA U- Q 11 BBB � I 12'-4" PATTERN NAME CD FIXTURE VERTICAL PANEL NO. 515P PLUG VERTICAL I --- ---- PANEL THIS CONNECTOR ASSEMBLY WILL HAVE A 12-3 SJT CORD OF LENGTH AS REQUIRED I I BETWEEN END PLATES. END PLATES ARE ATTACHED TO THE CORD WITH ROMEX CONNECTORS. BY LOOSENING THE SCREW, THE CORD CAN BE ADJUSTED TO THE co o PROPER LENGTH. OVERALL LENGTH OF CORD WILL BE SIX INCHES LONGER THAN THE OVERALL LENGTH REQUIRED BETWEEN END PLATES. I I FINISHED Fl. DOR NOTE: ALL SIGN BAND CONNECTIONS MUST NOT EXCEED 6'-0" IN LENGTH. P-1 P-1 P-1 P-1 I I SECTION -SIGN BAND TYPICAL 15 ELEVATION -SIGN BAND W/BBB FIXT. 14 PLAN VIEW -SIGN BAND W/BBB FIXT. 13 SIGN BAND CONNECTIONS 12 r---- ---- ---- REF.: NONE REF.: NONE REF.: NONE REF.: NONE I -T- 1 I' I � Ll II \ I _ DINNERWARE AREA DISPLAY LIGHTING 01 of REF.: I 71. __TffdldM �d d -4d�1 � q ''X\, O a FFr' Mi n F��- -DIV I � �� � � n \ I n \\ n I---- ---- ---- I I i � � � I � � —— I r) I Ili I nlE" -d l-d l-d l-d �I (� 1 I Ilf II I D I IIS; II I O B I IF I L—_----� a P-1 P-1 P-1 c -U --- -- ---- P-1 11L - M F ---- ---- ---- L 7— T_ E_ I,-d l-d l-d l l-d �ff �R ��I _i ^LJI— L J o iiii •iii o o — — ---- I I rr.-ii_—i ___J -I F F - —10 P-1 P-1 P-1 P-1 0 I I I I QUILTS, DUVET AND ELECTRONICS, CLEANING AND ACCESSORIES AND TOWELS PRINTS DISPLAY LIGHTING 03 HARMONS AREA DISPLAY LIGHTING 02 DISPLAY LIGHTING 02 REF.: 1/8" = 1'-0" REF.: 1i8" = 1'-0" REF.: 1/8" = 1'-0" •C - LU 0 C) N 0 z U Q ++ N Q cO N W Q F_ ti C J U m ® Ld >- LU LL � QQz® z w LU 0 0 LL 0 < f Z M� W In V r (n 06 ooDO �oDQ� LLJ m 00o>_oo �wL�D� I- �Qm wzDO�. 00 < 0: ,_J CD o00 cy; Qmo Q LnZmx woC°m Q F TRIBUTION: DATE: ototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBB # DRAWN: CHECKED: VYM WSS Professional of record proctict g as an individual. t( L) LJ. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 30767 DRAWING TITLE: SPECIALTY LIGHTING POWER DIAGRAMS E3.3 1 _ REF: 18/E3.4 FOR TYPICAL SLATWALL TO BOX SLATWALL AND CONDUIT AROUND CONDUIT MOUNTING DETAIL. REF: 05/E3.4 FOR TYPICAL POWER AND DATA DROP 2 CONDUIT BOLTED ON BOTH SIDES OF UNISTRUT C HOOK WITH THREADED SHAFT PROVIDE HOOK ADJACENT TO low REF: 18/E3.4 FOR TYPICAL RECEPTACLE FOR ATTACHMENT OF H]a SLATWALL AND CONDUIT CONDUIT FOR BANNERS TO BE STRAIN RELIEF DEVICE. BOLTED TO MOUNTING DETAIL. SUPPLIED AND INSTALLED BY UNISTRUT FOR ATTACHMENT OF STRAIN REF: 05/E3.4 FOR TYPICAL ELECTRICAL SUBCONTRACTOR. REFER RELIEF DEVICE. TYPICAL AT ALL 01 TO SHEET A2.1 FOR LOCATIONS. II UNISTRUT MOUNTED RECEPTACLES REGISTER BAY MILLWORK POWER AND DATA DROP I � o j _ �a o° UNISTRUT FOR CL OUTLET AND POT r—�� ❑ TOP STOCK oo - oo RACKS, VERSABAR 1-5/8��STOCK 6 3 _ 2'-0" #VA2PLHX10 OR EQUAL 31_0„ TYP. BOTH COEQNDUIT CONNECTION BRACKET WITH EQ BBB SIDES BANNER OF AISLE THREADED RECEPTOR FOR 2" CONDUIT OF AISLE. LIGHTS SECURED TO UNDERSIDE OF MILLWORK SECTION DETAIL @ REGISTER BAYS 18 ITANDEM REGISTER BAY 16 REF.: NONE REF.: 02/E2.1, 03/E3.1 NONE �o co co TO i -- MC CABLE FOR DATA/PHONE 4" RIGID CONDUIT WIREWAY FROM CASHROOM J—BOX FOR DATA/PHONE \ BBB of FIXTURE CO UNISTRUT TO EXTEND BETWEEN POWER POLES TO PROVIDE BRACING BRACING ° 2" RIGID CONDUIT TO REGISTER BAY SLATWALL ENCLOSURE BY BBB ° ° REGISTER 6" SQUARE PULL BOX (TYP) MOUNT TO FIXTURE MAIN AISLE WIDTH VARIES CABINET AND SECURE CONDUIT TO PULL BOX FLOOR TRANSITION LINE FLOOR TRANSITION LINE 3411 _ 34" DATA PULL BOX FROM FINISHED FROM FINISHED CONNECT CONDUIT ON FLOOR TO TOP FLOOR TO TOP ON OUTSIDE OF BOX OF COUNTERTOP OF COUNTERTO 00 0 o O P O SECTION —REGISTER BAY STEPS REAR ELEVATION —REGISTER BAY Note: If Required By Authority Having REGISTER BAY ELEVATIONS 11 SALES AISLE ELEVATION 14 DATA PULL BOX 13 Jurisdiction, MC Cable Shall Be REF.: 02/E2.1, 02/E2.2 NONE REF.: NONE Replaced With Rigid Conduit. REF.: 02/E2.1, 03/E3.1 NONE HOLE TO FACE HOLE TO FACE o o BACK OF ROOM BACK OF ROOM a o m ° ° � 6" SQUARE PULLBOX FOR DATA/PHONE F CO F 4 RIGID CONDUIT OR EMT 90 9 o WIREWAY FROM OFFICE 4" SQUARE PULLBOX FOR POWER c ° ° ° ° ° MC CABLE FOR DATA/PHONE o TOP SECTION TOP SECTION 4" RIGID CONDUIT OR EMT FOR DATA/PHONE MC CABLE FOR REQUIRED FLEXIBLE CONDUIT DATA/PHONE FOR POWER FROM JOIST CO ° i 6 SQUARE PULL BOX FOR DATA/PHONE L MIDDLE SECTION °ri 2" RIGID CONDUIT OR EMT FOR DATA/PHONE 2" RIGID CONDUIT OR °cc UNISTRUT TO EXTEND BETWEEN POWER EMT FOR POWER U POLES TO PROVIDE BRACING BOTTOM SECTION REQUIRED FLEXIBLE CONDUIT FOR 2" MC CONDUIT FOR POWER FROM JOIST DATA/PHONE BOTTOM SECTION SERVICE DESK: SLATWALL 4" PULL BOX FOR POWER REGISTER BAY: SLATWALL ENCLOSURE Note; ENCLOSURE BY BBB 2" RIGID CONDUIT FOR POWER BY BBB If Required By Authority Having ~~ - Jurisdiction, MC Cable Shall Be SERV. DESK SLATWALL ASSEMBLY 10 REG. BAY SLATWALL ASSEMBLY 09 0 Replaced With Rigid Conduit;, REF.: 05/E3.4 NONE REF.:01/E3.4, 03/E3.4 NONE DATA/PHONE CABLE MC CABLE FOR POWER 6 MC CABLE ROUTE THROUGH 2" CONDUIT FOR POWER OR EMT. PROVIDE (1) IG AND (1) REGULAR CIRCUIT 14'-0" J—BOX ON JOIST FOR POWER aoo 2" RIGID CONDUIT OR EMT TO INTERIOR FACE OF JOIST 6'1 EXTERIOR WALL 1 Great END OF HALF 2" CONDUIT REGISTER BAYS J REF: 18/E3.4 FOR TYPICAL Note: SLATWALL AND CONDUIT �Q�Q If Required By Authority Having MOUNTING DETAIL. Jurisdiction, MC Cable Shall Be MOUNT OUTLETS AT 18" AFF Replaced With Rigid Conduit. REFER TO DETAIL E3.4/11 IN THIS SECTION OF REMOTE FOR BRACING OF CONDUIT SERVICE DESK REMOTE SERVICE DESK 05 REG. BAY SLAT WALL LOCATIONS 04 FULL REGISTER BAY 03 CUSTOMER SERVICE COUNTER 01 _ REF.. 03/E2.1 NONE REF.:03/E3.4 NONE REF.: 02/E2.1 NONE REF.: 02/E2.1 NONE 1 i C LU 0 � � 0 z U Q a_ CO U NUJ — H ti o Z -� w N C v U J 'C Q z Q Z w A W O O u- o o Q Z m C� U) 6 o 0° Q o 00 Co �w LLJ Q z(000 .. m �o0 Q C)f m a_ J Z O 00 CD � � 0 LLJ U Z X (� �/ �.J m LL_ PROFESSIONAL RECORDOF PHONE: 314-82821-11001100 02/28/05 30767 DRAWING TITLE: ELECTRICAL DETAILS 3.4 SCHEDULE FOR VOLTAGE: 277 / 480V MAIN BUS: 225 A EXISTING PANEL "HA" X MLO 225 A MCB EQUIP. GROUND BUS ISOL . GROUND BUS MANUFACTURER — SQUARE "D" POLES: MIN CB IC: 22,000 AIC MTG: SWITCHGEAR COMMENTS: LTG. CONTROL CKT # ICAD VA BREAKER BRANCH CIRCUIT PHASE BRANCH CIRCUIT BREAKER LOAD VA SERVES CKT # LTG. CONTROL P IF TRIP A B C TRIP P 1 1 SALES LIGHTING 2382 1 20 2#12,#12G 3/4"C. 5874 2280 2166 3378 3420 2610 2610 2610 2600 4050 2818 2766 3754 3078 3336 1012 2144 2186 2#12,#12G 3/40C. 20 1 3492 SALES LIGHTING 2 7 1 3 SALES LIGHTING 2280 1 20 2 12, 2G 3 4"C. 20 1 SPARE 4 1 5 SALES LIGHTING 2166 1 20 2 12, #1213 3 4"C. 20 1 SPARE 6 7 SPARE 1 20 20 1 SPARE 8 9 SPARE 1 20 20 1 SPARE 10 11 SPARE 1 20 20 1 SPARE 12 3 13 SALES LIGHTING 3378 1 20 2#12,#12G 3/4"C. 20 1 SPARE 14 3 15 SALES LIGHTING 3420 1 20 2#12,#12G 3 4"C. 20 1 SPARE 16 3 17 SALES LIGHTING 2610 1 20 2 12 2G 3 4"C. 20 1 SPARE 18 3 19 SALES LIGHTING 2610 1 20 12 2G 3 4"C. 20 1 ISPARE 20 4 21 SALES LIGHTING 2610 1 20 2 2, 2G 3 4"C. 20 1 SPARE 22 4 23 SALES LIGHTING 2600 1 20 2 12 2G 3 4"C. 20 1 SPARE 24 4 25 SALES LIGHTING 2610 1 20 2 12 2G 3 4"C. 20 1 1440 EXTERIOR WALL PACKS 26 4 27 SALES LIGHTING 2610 1 20 2#12,#12G 3 4"C. 2#12,#12G 3 4"C. 20 1 208 LIGHTS 28 7 5 29 SALES LIGHTING 2766 1 20 2#12,#12G 3 4"C. 2#12,#12G 3 4"C. 20 1 SPARE 30 8 5 31 SALES LIGHTING 2890 1 20 2#12,#12G 3/4"C. 2 2 12G 3 4"C. 20 1 864 SOFFIT LIGHTS 32 8 5 33 ISALES LIGHTING 3078 1 20 2#12,#12G 3/4"C. 20 1 SPARE 34 5 35 ISALES LIGHTING 2518 1 20 2 12, #1 2G 3 4"C. 2#12412G 3 4"C. 20 1 818 RESTROOM LIG NG 36 2 2 37 OFFICE LIGHTING 992 1 20 2#12,#12G 3/4"C. 20 1 20 SPARE 38 N 39 NIGHT/EMERGENCY 2124 1 20 2#12,#12G 3/4"C. 20 1 20 ISPARE 40 N 41 NIGHT/EMERGENCY 2166 1 20 1 2 12, 2G 3 4"C. 20 ISPARE 42 20678 16350 15664 VA PER PHASE TOTAL CONNECTED LOAD (VA) 52692 1 74.6 59.0 56.5 AMPS PER PHASE 63.4 TOTAL CONNECTED LOAD (AMPS) - PROVIDE LOCK ON HANDLE DEVICE SCHEDULE FOR EXISTING PANEL "LD" VOLTAGE: 120 / 208 V X MLO-225A nA AINI Q1 IQ- ')'JP, A I KA CR MANUFACTURER - SQUARE "D" EQUIP. GROUND BUS POLES: 42 MIN CB IC: 22,000 AIC lgnl nRnllNlfl RIIC MTr- SWITCHGEAR CnMMFNTS: LTG. CONTROL CKT # SERVES LOAD VA BREAKER BRANCH CIRCUIT PHASE BRANCH CIRCUIT BREAKER LOAD VA SERVES CKT # LTG. CONTROL P TRIP A B C TRIP P N 1 RECEIVING RECEPTACLE 360 1 1 20 2#12,#12G 3/4"C. 1860 2182 1022 1546 1500 360 360 720 1440 1440 2160 180 180 1980 1980 2460 2460 1 1380 1200 2#12,#12G 3/4"C. 20 1 1500 SPECIALTY LIGHTS 2 18 N 3 RTU GFI RECEPTACLE 1440 1 20 2#12.#1213 3/4"C. 2#12,#12G 3/4"C. 20 1 742 SPECIALTY LIGHTS 4 18 N 5 DOCK LIGHT RECPT 280 1 20 2#12,#12G 3/4"C. 2#12,#12G 3/4"C. 20 SPECIALTY LIGHTS 6 18 N 7 UH-1 100 1 20 2#12,#12G 3/4"C. 2#12,#12G 3/4"C. 20 PLUGMOLD 8 18 N 9 PUSHBUTTON/DOORBELL 60 1 20 2#12,#12G 3/4"C. 2#12,#1213 3/4"C. 20 11k742 PLUGMOLD 10 19 11 SALES RECEIPT 360 1 20 2#12;#12G 3/4"C. 2#12,#1213 3/4"C. 20 SPECIALTY LIGHTS FUTURE 12 19 13 SALES RECEIPT 360 1 20 2#12,#12G 3/4"C. 2#12,#12G 3/4"C. 20 1 SPECIALTY LIGHTS (FUTURE) 14 19 15 SPARE 1 20 2#12,#12G 3/4"C. 20 1 720 PLUGMOLD 16 19 17 SPARE 1 20 2#12.#1213 3/4"C. 20 1 1440 PLUGMOLD 18 20 19 SPARE 1 20 2#12,#12G 3/4"C. 20 1 1440 PLUGMOLD 20 20 21 SPARE 1 20 2#12,#1213 3/4"C. 20 1 PLUGMOLD 22 20 23 SPARE 1 20 2#12,#1213 3/4"C. 20 1 180 SPECIALTY LIGHTS 24 20 25 SPARE 1 20 2#12,#12G 3/40C. 20 1 180 SPECIALTY LIGHTS 26 21 27 SPARE 1 20 2#12,#12G 3/4"C. 20 1 1980 PLUGMOLD 28 21 29 SPARE 1 20 2#12,#12G 3/4"C. 20 1 1980 PLUGMOLD 30 21 25 31 SIGNAGE 1200 1 20 2 2. 213 3 4"C. 2#12,#1213 3/4"C. 20 1 1260 PLUGMOLD 32 22 25 33 SIGNAGE 1200 1 20 2#12,#12G 3/4"C. 2#12,#12G 3/4"C. 20 1 1260 PLUGMOLD 34 22 25 35 SIGNAGE 1200 1 20 2#12,#12G 3/4"C. 2#12,#12G 3/40C. 20 1 180 SPECIALTY LIGHTS 36 22 25 37 SIGNAGE 1200 1 20 2#12,#12G 3/44"C. SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 1 42 9040 1 11002 1 6362 IVA PER PHASE TOTAL CONNECTED LOAD (VA) 26404 75.3 91.7 53.0 AMPS PER PHASE 73.3 TOTAL CONNECTED LOAD (AMPS) * — PROVIDE LOCK ON HANDLE DEVICE SCHEDULE FOR EXISTING PANEL ' LB" MANUFACTURER — SQUARE "D" SCHEDULE FOR EXISTING PANEL "LE" MANUFACTURER — SQUARE "D" VOLTAGE: 120 / 208 V X I MLO 225 A X I EQUIP. GROUND BUS POLES: 42 MIN CB IC: 22,000 AIC MAIN BUS: 225 A MCB ISOL. GROUND BUS MTG: SWITCHGEAR COMMENTS: VOLTAGE: 120 / 208 V X MLO 225 A X EQUIP. GROUND BUS POLES: 42 MIN CB IC: 22,000 AIC MAINI Rllc• 995 A MCB IISOI. GROUND BUS MTG: SWITCHGEAR COMMENTS: LTG. CONTROL CKT # SERVES LOAD VA BREAKER BRANCH PHASE BRANCH CIRCUIT BREAKER LOAD VA SERVES CKT # LTG. CONTROL P TRIP ICIRCUIT A B C TRIP P 1 SPARE - 1 20 - - - - - - - - - - - - - - 900 600 1 - - - - - 20 1 - SPARE 2 3 SPARE - 1 20 20 1 - SPARE 4 5 SPARE - 1 20 20 1 - SPARE 6 7 SPARE - 1 20 20 1 - SPARE 8 9 SPARE - 1 20 20 1 - SPARE 10 11 SPARE - 1 20 20 1 - SPARE 12 13 SPARE - 1 20 20 1 - SPARE 14 15 SPARE - 1 20 20 1 - SPARE 16 17 SPARE - 1 20 20 1 - SPARE 18 19 SPARE - 1 20 20 1 - SPARE 20 21 SPARE - 1 20 20 1 - SPARE 22 23 SPARE - 1 20 20 1 - SPARE 24 25 SPARE - 1 20 20 1 - SPARE 26 27 SPARE - 1 20 20 1 - SPARE 28 29 EWC/RESTROOM 900 1 20 20 1 - SPARE 30 24 31 EF-1 & EF-2 600 1 1 20 1 20 1 - SPARE 32 33 SPARE - 1 20 20 1 - SPARE 34 35 SPARE - 1 20 20 1 - SPARE 36 37 SPARE - 1 20 20 1 - SPARE 38 39 SPARE - 1 20 20 1 - SPARE 40 41 SPACE - - - 20 1 - SPARE 42 TOTAL CONNECTED LOAD (VA) 1500I * — PROVIDE LOCK ON HANDLE DEVICE SCHEDULE FOR EXISTING PANEL "LC" VOI TALE: 120 / 208 V X MLO 225 A nnc A �IIn 600 - 900 VA PER PHASE 5.0 - 7.5 AMPS PER PHASE EQUIP. GROUND BUS POLES: 42 icni r oni rNin Q1 is MTr• CWIT(H( FAR 4.2 TOTAL CONNECTED LOAD (AMPS) MANUFACTURER — SQUARE "D" MIN CB IC: 22,000 AIC CnMMFNTS- LTG. CONTROL CKT # J SERVES LOAD VA BREAKER BRANCH CIRCUIT PHASE BRANCH CIRCUIT BREAKER LOAD VA SERVES CKT # LTG. CONTROL P TRIP A B C TRIP P 9 1 CEILING RECEPT 900 1 20 2#12,#12G 3/4"C. 1980 1800 1260 900 1440 720 1440 900 1190 1245 1484 742 583 L2#12jI2G 212 2880 2#12,#12G 3/4"C. 20 1 1080 CEILING RECEPTACLES 2 10 9 3 CEILING RECEPTACLES 900 1 20 2#12,#12G 3/4"C. 2#12,#12G 3/4"C. 20 1 900 CEILING RECEPTACLES 4 10 9 5 CEILING RECEPTACLES 900 1 20 2#12,#12G 3 4"C. 2#12,#12G 3 4"C. 20 1 360 CEILING RECEPTACLES. 6 10 9 7 CEILING RECEPTACLES 720 1 20 2 2 2G 3 4"C. 2 2 2G 3 4"C. 20 1 180 CEILING RECEPTACLES 8 10 11 9 COLUMN RECEPTACLES 720 1 20 2#1241213 3 4"C. 2#12,#12G 3 4"C. 20 1 720 COLUMN RECEPTACLES 10 11 11 11 COLUMN RECEPTACLES 720 1 20 12#lZ#12G 3 4"C. 2 2 2G 3 4"C. 20 1 SPECIALTY LIGHTS FUTURE 12 1 15 12 1 13 ISPECIALTY LIGHTS FUTURE 1 20 2 2 2G 3 4"C. 2 2 2G 3 4"C. 20 1 1440 PLUGMOLD 14 15 12 15 PLUGMOLD 900 1 20 2 2, 2G 3 4"C. 2#12,#12G 3 4"C. 20 1 16 15 12 17 SPECIALTY LIGHTS FUTURE 1 20 1 2 12 2G 3 4"C. 2#12,#12G 3 4"C. 20 1 1190 SPECIALTY LIGHTS 18 1 15 12 19 SPECIALTY LIGHTS 1245 1 20 2#12,#12G 3/4"C. 20 1 SPECIALTY LIGHTS 20 16 13 21 SPECIALTY LIGHTS FUTURE 1 20 2#12,#12G 3 4"C. 2 2 2G 3 4"C. 20 1 22 16 13 23 SPECIALTY LIGHTS 742 1 20 2#1 2 210 3 4"C. 2 2 2G 3 4"C. 20 1 742 SPECIALTY LIGHTS 24 16 13 25 SPECIALTY LIGHTS 530 1 20 2#12,#12G 3 4"C. 2#12,#12G 3 4"C. 20 1 212 26 16 13 27 SPECIALTY LIGHTS 265 1 20 2 2 2G 3 4"C. 3/4"C. 20 1 318 SP C TY LIGHTS 28 17 14 29 212 1 20 2 2, 2G 3 4"C. 2 2, 2G 3 4"C. 20 1 SPECIALTY LIGHTS FUTURE 30 17 14 31 SPECIALTY LIGHTS FUTURE 1 20 2#12,#12G 3 4" C. 2#12,#12G 3 4"C. 20 1 SPECIALTY LIGHTSFUTURE 32 17 14 33 PLUGMOLD 1440 1 20 2 2, 2G 3 4"C. 2 2, 2G 3 4"C. 20 1 1440 PLUGMOLD 34 17 14 35 SPECIALTY LIGHTS FUTURE 1 20 2#12,#12G 3 4"C. 20 1 SPARE 36 37 SPACE — — 20 1 SPARE 38 39 SPACE — — 20 1 SPARE 40 41 SPACE — — 20 1 ISPARE 42 TOTAL CONNECTED LOAD (VA) 18776 * - PROVIDE LOCK ON HANDLE DEVICE CJU/ /ou.a - ovv vH rr-m rr1HJt 52.6 63.4 40.6 AMPS PER PHASE 52.7 ITOTAL CONNECTED LOAD (AMPS) LIGHTING CONTROLS DAY OF WEEK -GROUP CONTROL SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY _ SATURDAY ON OFF OCCUPIED 8: 00 AM 7: 00 AM 7: 00 AM 7: 00 AM 7: 00 AM 7: 00 AM 7: 00_ AM _ A_ OPEN CLOSE UNOCCUPIED 10: 00 AM 8: 00 PM 9: 00 PM 9:30 AM 10: 00 PM 11:00 PM 9:30 AM 1 D: 00 PM 11:00 PM 9:30 AM 10: 00 PM 11:00 PM 9:30 AM 10: 00 PM 11:00 PM 9:30 AM 10: 00 PM 11:00 PM _ 9:30 AM 10: 00 PM 11:00 PM 8,C,E 8,C,E A STORE SIGNAGE AND EXTERIOR LIGHTING: ON AT DUSK, OFF AT 12:00 AM PROVIDE OVERRIDE SWITCHES IN REAR ELECTRIC ROOM FUNCTION NOVAR OUTPUT BBB LIGHT GROUP EQUIPMENT _ NOTES: _ _. ----- -- 1 1 A STAFF LIGHTS LIGHT GROUP A WILL ACTIVATE AT OCCUPIEDTIME. INDICATED 6 3 B C CUSTOMER LIGHTS CUSTOMER LIGHTS LIGHT LIGHT GROUP B WILL GROUP C WILL ACTIVATE 15 MINUTES PRIOR TO OPENING ACTIVATE AT 15 MINUTES PRIOR TO OPENING 3 D CEILING COLUMN MTD. REC. LIGHT GROUP C WILL ACTIVATE AT 15 MINUTES PRIOR TO OPENING 2 E F G SPECIALTY LIGHTS DECORATIVE LIGHTING SIGNAGE, DE EXTERIOR BUILDING LIGHTING SIGHT TORE SIGNAGE AND TYPE OUP E WILL AWE AT LIGHTING OPENING -TIME FIXTU ES INDICATED WILL ACTTIVATE AT DUSK OR WHEN .LIGHT WALLPACKS AND EXTERIOR SOFFIT. TYPE .'V'_ LIGHTING WILL ACTIVATE WHEN LIGHT LEVEL IS LEVEL IS LOW LOW 5 4 LIGHT GROUPS B,C,D,E WILL DEACTIVATE AT CLOSING TIME INDICATED LIGHT GROUP A WILL DEACTIVATE AT THE UNOCCUPIED TIME INDICATED LTG. CONTROL CKT # SERVES LOAD VA BREAKER BRANCH CIRCUIT PHASE BRANCH CIRCUIT BREAKER LOAD VA SERVES CKT # LTG_ CONTROL P I TRIP A B C TRIP P 1 SPARE 1 T 20 1000 1000 20 1 SPARE 2 3 SPARE 1 1 20 20 1 SPARE 4 5 SPARE 1 20 20 1 SPARE 6 7 SPARE 1 20 20 1 SPARE 8 9 SPARE 1 20 1 20 1 ISPARE 10 11 SPARE 1 1 20 1 20 1 ISPARE 12 13 SPARE 1 1 1 20 1 20 1 ISPARF 14 15 SPARE 1 1 1 20 1 20 1 SPARE 16 17 SPARE 1 20 20 1 1 SPARE 1 18 19 SPARE 1 20 20 1 SPARE 20 21 SPARE 1 1 20 20 1 SPARE 22 23 SPARE 1 20 20 1 SPARE 24 25 SPARE 1 20 20 1 SPARE 26 27 SPARE 1 20 20 1 SPARE 28 29 SPARE 1 20 20 1 SPARE 30 31 SPARE 1 20 SPACE 32 33 SPARE ISPACE 34 35 SPARE 1 20 SPACE 36 37 SPACE ISPACE 38 39 WATER HEATER P7 1000 2 20 2#12,#12G 3/4"C. SPACE 40 41 1000 SPACE 42 TOTAL CONNECTED LOAD (VA) I 2000 * - PROVIDE LOCK ON HANDLE DEVICE SCHEDULE FOR EXISTING PANEL "LF" VOLTAGE: 120 / 208 V X MLO 225 A MAINI RI IC• 77.ri A MCB EQUIP. GROUND BUS ISOL. GROUND BUS 1000 1000 VA PER PHASE 8.3 8.3 AMPS PER PHASE 5.6 TOTAL CONNECTED LOAD (AMPS) MANUFACTURER - SQUARE "D" POLES: 42 MIN CB IC: 22,000 AIC MTG: SWITCHGEAR COMMENTS: LTG. CONTROL CKT # SERVES LOAD VA BREAKER BRANCH CIRCUIT PHASE BRANCH CIRCUIT BREAKER LOAD VA SERVES CKT # LTG. CONTROL PT TRIP I A B C TRIP P 1 SPARE - 11 20 - - - - - - - - - - - - - - - - - - - - 20 1 - SPARE 2 3 SPARE - 1 20 20 1 - SPARE 4 5 SPARE - 1 20 20 1 1 - ISPARE 6 7 SPARE - 1 20 20 1 1 - ISPARE 8 9 SPARE - 1 20 20 1 - ISPARE 10 11 SPARE - 1 20 20 1 - ISPARE 12 13 SPARE - 1 20 20 1 - SPARE 14 15 SPARE - 1 20 20 1 - SPARE 16 17 SPARE - 1 20 20 1 - SPARE 18 19 SPARE - 1 20 20 1 - SPARE 20 21 SPARE - 1 20 20 1 - SPARE 22 23 SPARE - 1 20 20 1 - SPARE 24 25 SPACE - - - - - - SPACE 26 27 SPACE - - - - - - SPACE 28 29 SPACE - - - - - - SPACE 30 31 SPACE - - - - - - SPACE 32 33 SPACE - - - - - - SPACE 34 35 SPACE - - - - - - SPACE 36 37 SPACE - - - - - - SPACE 38 39 SPACE - - - - - - SPACE 40 41 SPACE ISPACE 42 TOTAL CONNECTED LOAD (VA) - * — PROVIDE LOCK ON HANDLE DEVICE LIGHTING CONTROL ABRREVIATIONS N NO CONTROL - VA PER PHASE - - - AMPS PER PHASE TOTAL CONNECTED LOAD (AMPS) ELECTRICAL SUBCONTRACTOR SHALL VERIFY EXISTING BREAKERS AND RELOCATE ANY EQUIPMENT AND/OR DEVICES THAT WE HAVE SHOWN TO A SPARE BREAKER ON THAT PANEL, OR THE NEXT AVAILABLE PANEL. ELECTRICAL SUBCONTRACTOR SHALL PROVIDE ANY NEW BREAKERS REQUIRED. ELECTRICAL SUBCONTRACTOR SHALL VERIFY LOAD ON PANEL AND PROVIDE OVERCURRENT PROTECTION PER NEC AND ALL APPLICABLE LOCAL CODES. LIGHT LINE WEIGHTS INDICATE EXISTING PANELS, CIRCUIT BREAKERS, LOADS, ETC... HEAVY LINE WEIGHTS INDICATE NEW PANELS, CIRCUIT BREAKERS, LOADS, ETC... C -F� .e w 4- _I o U� � z U 0 0= in U N _ O LLI C7 v �>- uiLL Z �: 3: C w lY W O O LL Q Z � m O n' rr I�� f Q V 07 V I"o O�QO DO �� 7]LL_ 00 CO �jwry27DOCD HOOI Do Q w Z DO^ CO co DO Q C)!� J Z O OCR QEp0 C>�OZcy)X WwOc°�`_'Q CD 0 LL DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT# 8BB PROJECT# 903282 BBB # DRAWN: CHECKED: WSS Professional of record practijingl as an indiv(dbol. nn I,- ' � Z 03 PAUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/28/05 30767 DRAWING TITLE: ELECTRICAL SCHEDULES ga C N W 0 U N 0 z CU Q A J 0W v � - >- w LL v z��ry � L LJ LL O Q �- m n C7 C/) pU>DO00 Co Ln <— wLL-<C:)00 m Ln CDO0 Opp 0 w 1 00 LJ Z UD < =M co 3 F— � — z^CD p O cc) p Qm o�`::D LLI o cn � x ° � DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11/03 ARCH. PROJECT # BBB PROJECT # 903282 BBB # DRAWN: CHECKED: WSS Professional of reco act' i g an indivi ' PAUL J. HUBER PROFESSIONAL OF RECORD PHONE: 314-821-1100 02/08/05 30767 DRAWING TITLE: ELECTRICAL DIAGRAMS E4.2: BBB BUILDING SIGN CIRCUIT REQUIREMENTS SIGN TYPE SIGN SIZE COLOR TRANSFORMER CIRCUITS LINEAR l'-9" x 24'-6" RED 30 mA 1 WHITE 30 mA 1 WHITE 60 mA 2 2'-0" x 28'-0" RED 30 mA 1 WHITE 30 mA 2 WHITE 60 mA 3 2'-6" x 35'-0" RED 30 mA 2 WHITE 30 mA 2 WHITE 60 mA 3 3'-0" x 42'-0" RED 30 mA _ 3 WHITE 30 mA 3 WHITE 60 mA 4 3'-6" x 49'-0" RED 30 mA 3 WHITE 30 mA_ 3 WHITE 60 mA 6 4'-0" x 56'-0" RED 30 mA 4 WHITE 30 mA 4 WHITE 60 mA 7 4'-6" x 63'-0" RED 30 mA 4 WHITE 30 mA 4 WHITE 60 mA 8 5'-0" x 70'-0" RED 30 mA 5 WHITE 30 mA 5 WHITE 60 mA 10 STACKED 2'-6" x 10'-0" RED 30 mA 1 WHITE 30 mA 1 WHITE 60 mA 1- 3'-0" x 12'-0" RED 30 mA 1 WHITE 30 mA 1 WHITE 60 mA 2 3'-6" x 14'-0" RED 30 mA 2 WHITE 30 mA - 2 WHITE 60 mA 2 4'-0" x 16'-0" RED 30 mA 2 WHITE 30 mA-.__ 2 WHITE 60 mA 3 4'-6" x 18'-0" RED 30 mA 2 WHITE 30 mA 2 WHITE 60 mA 3 5'-0" x 20'-0" RED 30 mA 2 WHITE 30 mA 2 WHITE 60 mA 4 5'-6" x 22'-0" RED 30 mA 2w WHITE 30 mA 2 WHITE 60 mA 4 6'-0" x 24'-0" RED 30 mA 2 WHITE 30 mA 2 WHITE 60 mA 4 6'-6" x 26'-0" RED 30 mA 3 WHITE 30 mA 3 WHITE 60 mA 5 7'-0" x 28'-0" RED 30 mA 3 WHITE 30 mA 3 WHITE 60 mA 5 7'-6" x 30'-0" RED 30 mA 3 WHITE 30 mA 3 WHITE 60 mA 6 8'-0" x 32'-0" RED 30 mA 3 WHITE 30 mA 4 WHITE 60 mA 8 8'-6" x 34'-0" RED 30 mA 4 WHITE 30 mA 4 WHITE 60 mA 6 9'-0" x 36'-0" RED 30 mA 4 WHITE 30 mA 4 WHITE 60 mA 8 9'-6" x 38'-0" RED 30 mA 4 WHITE 30 mA 4 WHITE 60 mA 8 10'-0" x 40'-0" RED 30 mA 5 WHITE 30 mA 5 WHITE 60 mA 11 10'-6" x 42'-0" RED 30 mA 5 WHITE 30 mA 5 WHITE 60 mA 11 11'—O" x 44'-0" RED 30 mA _ 6 WHITE 30 mA 6 WHITE 60 mA 11 SCHEDULE FOR EXISTING PANEL "D1" MANUFACTURER - SQUARE "D" VOLTAGE: 480 V X MLO 225 A X EQUIP. GROUND BUS POLES: 42 _ _ MIN CB IC: 22,000 AIC MAIN BUS: �277 25 A MCB I JISOL. GROUND BUS MTG: SWITCHGEAR COMMENTS: CKT # 1 SERVES RTU-3 LOAD VA 1213312133 BREAKER BRANCH CIRCUIT 3 #8, #1OG, 3/4`C PHASE I BRANCH CIRCUIT BREAKER ELOAD CKT # 2 P 3 TRIP 50 A B C 12133 112133 12133 12133 12133 3629 3629 3629 - - - �- - - - - - - - - TRIP 35 PSERVES 3SPARE 3 12133 4 5 12133 - 6 7 SPARE - 3 35 3 #8, #10G, 3/4"C 50 3 12133 RTU-4 8 9 1 12133 10 11 - 12133 12 13 RTU-6 3629 3 20 3 #12, #12G, 3/4"C 35 3 - SPARE 14 15 3629 - 16 - 18 17 3629 19 SPARE - 3 15 20 3 - SPARE 20 21 - - 22 - 24 23 - 25 SPARE - 1 20 _ 20 - - 3 SPARE 26 27 SPARE - 1 20 - 28 - 30 29 SPARE - 1 20 31 SPARE - 1 20 1 20 - SPARE 32 33 SPARE - 1 20 1 20 - SPARE 34 35 SPARE - 1 20 1 20 - SPARE 36 37 SPARE - 1 20 1 20 - SPARE 38 39 SPARE - 1 20 1 20 - SPARE 40 41 SPARE - 1 20 1 20 - SPARE 42 27895 27895 27895 VA PER PHASE _ TOTAL CONNECTED LOAD (VA) 83685 100.7 100.7 100.7 AMPS PER PHASE 100.7 TOTAL CONNECTED LOAD (AMPS) - PROVIDE LOCK ON HANDLE DEVICE SCHEDULE FOR EXISTING PANEL "D2" MANUFACTURER - SQUARE "D" VOLTAGE: 277/ 480 X I 4LO 225 A X EQUIP. GROUND BUS POLES: 42 MIN CB IC: 65,000 AIC MAIN CKT # BUS: 225 A SERVES SPARE LOAD VA BREAKER MCB ISOL. GROUND BRANCH CIRCUIT BUS MTG: PHASE SWITCHGEAR BRANCH CIRCUIT BREAKER COMMENTS: LOAD .. VA SERVES SPARE CKT # 2 P 3 TRIP 35 -A B C - 1- - - - - 19055 19055.0 19055 14238 14238 14238 14238 14238 14238 TRIP 25 P 3 - 4 3 - 6 5 20 3 SPARE 8 7 SPARE 3 25 - 10 9 - 12 25 3 - SPARE 14 13 SPARE - 3 15 - 16 15 - 18 30 3 - SPARE 20 19 9 SPARE 3 -- 35 - - - 22 - 24 23 - 3 #6, #1OG, 3/4"0 30 3 4817 COMPACTOR 26 25 RTU-1 14238 3 60 3 #6, #1OG, 3/400 4811 28 27 14238 4817 30 29 14238 30 2 SPARE 32 31 RTU-2 14238 3 60 3 #6, #1OG, 3/4"C - 34 33 14238 30 2 SPARE 36 35 14238 - 38 37 RTU-5 14238 3 60 3 #6, #1OG, 3/4"C - - - SPACE 40 39 14238 - - - SPACE 42 41 14238 47531 47531 47531 VA PER PHASE TOTAL CONNECTED LOAD (VA) 142593 171.6 171:6 171.6 AMPS PER PHASE 514.8 TOTAL CONNECTED LOAD (AMPS) * - PROVIDE LOCK ON HANDLE DEVICE NOTE: 1. REFER TO PROJECT MANUAL FOR SIGNAGE TRANSFORMER REQUIREMENTS. 2. THIS SCHEDULE LISTS CIRCUITING REQUIREMENTS FOR ALL POSSIBLE BBB SIGNAGE CONFIGURATIONS. ALL OF THEM WILL NOT APPLY TO ONE PROJECT. COORDINATE EXACT SIGNAGE CONFIGURATION WITH ARCHITECTURAL DRAWINGS. 3. SIGN LETTERS SHALL BE GROUNDED BACK TO THE DISTRIBUTION PANEL. ELECTRICAL SUBCONTRACTOR SHALL VERIFY EXISTING BREAKERS AND RELOCATE ANY EQUIPMENT AND/OR DEVICES THAT WE HAVE SHOWN TO A SPARE BREAKER ON THAT PANEL, OR THE NEXT AVAILABLE PANEL. ELECTRICAL SUBCONTRACTOR SHALL PROVIDE ANY NEW BREAKERS REQUIRED. ELECTRICAL SUBCONTRACTOR SHALL VERIFY LOAD ON PANEL AND PROVIDE OVERCURRENT PROTECTION PER NEC AND ALL APPLICABLE LOCAL CODES. LIGHT LINE WEIGHTS INDICATE EXISTING PANELS, CIRCUIT BREAKERS, LOADS, ETC... HEAVY LINE WEIGHTS INDICATE NEW PANELS, CIRCUIT BREAKERS, LOADS, ETC... COMP, KEYNOTES -FOR THIS DETAIL 1. PROVIDE 1" CONDUIT W/PULLSTRING FROM 6" A.F.F. ON LEFT SIDE OF OVERHEAD DOOR UP TO BAR JOIST. 2. PROVIDE 1" CONDUIT W/PULLSTRING FROM 6" ABOVE LOCK SIDE OF COMPACTOR DOOR UP TO BAR JOIST. 3. PROVIDE 1" CONDUIT W/PULLSTRING FROM 6" ABOVE LOCK SIDE OF EXIT DOOR UP TO BAR JOIST. 4. PROVIDE 1" CONDUIT W/PULLSTRING FROM BAR JOIST TO SECURITY KEYPAD. COORDINATE LOCATION WITH ADT. NOTE: 1. PROVIDE 1" CONDUIT W/PULLSTRING FOR RECEIVING AREA MOTION DETECTOR AND SECURITY CAMERA. COORDINATE LOCATIONS WITH ADT. SECURITY DETAIL 02 MM:. NONE= SCHEDULE FOR "LIGB" VOLTAGE: 208 120 V MAIN BUS: 100 A _ CKT SERVES 1 CASH REGISTER IG RECPT LOAD VA 180 X BREAKER P 1 1 1 1 1 1 1 1 1 1 .1- 1 _1_ 1 1 1 1 1 1 11 1 MLO MCB 100 A_ BRANCH TRIP CIRCUIT 20 2 12, 20 2 12, 20 _ 2 12, 20 2 12, 20 2 12, 20 20 20 20 2112, 20 2 12, 20 2 12, 20 2 12, 20 2 12, 20 2 12, 20 2 12, -_ 20 2 12, 20 20 20 20 1 20 X X 12G, 12G, 12G, 12G, 12G, 12G, 12G, 12G, 12G, 12G, 12G, 12G, 12G, EQUIP. GROUND ISOL. GROUND 121G 3 121G 3 121G 3 121G 3 121G 3 121G 3 121G 3 121G 3 121G 3 121G 3 121G 3 121G 3 121G 3 4"C. 4"C. 4" 4"C. 4"C. 4"C. 4"C. 4"C. 4"C. - 4"C. 4"C. 4"C. 4"C. BUS BUS A 360 720 360 1 180 1 1 POLES: MTG: PHASE B 900 1 540 180 180 180 C 360 180 180 360 180 42 FLUSH BRANCH CIRCUIT 2 12, #12G, #121G 3 4"C. BREAKER TRIP P 20 1 MIN CB IC: COMMENTS: LOAD VA 180 22,000 AIC SERVES STORE MGR. IG RECPT CKT 2 2 12, 12G, 121G 3 4"C. 20 1 540 ASST. MGR, IG RECPT 4 3 CASH REGISTER IG RECPT 360 _ _._ 20 1 SPARE 6 5 CASH REGISTER IG RECPT 360 2#12.#12G,#121G 3/4"C. 20 1 360 GEN. OFFICE IG RECPT 8 7 - CASH REGISTER IG RECPT 360 2 12, 12G, 121G 3 4"C. 20 1 360 GEN. OFFICE IG RECPT 10 9 CASH REGISTER IG FUTURE 180 2#12,#12G,#121G 3/4"C. 20 1 180 BRIDAL IG RECPT 12 11 SPARE 20 1 SPARE 14 13 SPARE 20 1 SPARE 16 15 20 1 SPARE 18 17 CASH OFFICE IG RECPT 180 20 1 SPARE 20 19 CASH OFFICE IG RECPT 180 20 1 SPARE 22 21 CASH OFFICE IG RECPT __180 20 1 SPARE 24 23 CASH OFFICE IG RECPT 360 20 1 SPARE 26 25 CASH OFFICE IG_ RECPT _ 360 20 1 SPARE 28 27 ELEC. ROOM 'A' IG RECPT 180 20 1 SPARE 30 29 ELEC. ROOM 'A' IG RECPT 180 20 1 SPARE 32 31 ELEC. ROOM 'A'. IG RECPT _.180 20 1 SPARE 34 ' 33 20 1 SPARE 36 35 SPARE 20 1 SPARE 38 37 SPARE 1 39 SPARE 20 1 SPARE 40 20 1 SPARE 42 41 SPARE TOTAL CONNECTED LOAD (VA)l 4 1620 L13.5 1 1980 16.5 1 1260 10.5 VA PER PHASE AMPS PER PHASE 13.5 TOTAL CONNECTED LOAD (AMPS) SCHEDULE FOR "LA„ VOLTAGE: 208 Z 120 V MAIN BUS: 100 A CKT SERVES LOAD __VA MLO X MCB BREAKER P TRIP I X 100 A I BRANCH CIRCUIT JEQUIP. GROUND BUS JISOL. GROUND BUS A PHASE B POLES: MTG: C 42 FLUSH BRANCH CIRCUIT _ BREAKER TRIP P MIN CB IC: 22,000 AIC COMMENTS: LOAD VA SERVES CKT 1 CASH REGISTER RECPT 540 1 20 2 12, 12G 3 4"C. 540 780 540 720 l000j 720 2080 1000 1 1 1560 180 540 1260 1000 1000 3180 SPARE 2 _ 3 _ CASH REGISTER RECPT 720 1 20 2 12, 12G 3 4"C. SPARE 4 5 ICASH REGISTER FUTURE 180 1 20 2 12, #12G 3 4"C. 20 1 SPARE 6 7 STORE MGR RECEPT 1 20 2 12, 12G 3 4"C. 2 12, 12G 3 4"C. _ 20 1 60 PUSHBUTTON DOORBELL 8 9 _ _ ASST. MGR. RECEPT _720 1080 1 20 2 12, 12G 3 4"C. 2 12, 12G 3 4"C. 20 1 1 1000 DOOR OPERATOR 10 11 GENERAL OFFICE_,RECEPT_., 540 1 20 2 12, #12G_3 4"C. _ 20 1 SPARE 12 13 GENERAL OFFICE RECEPT 540 1 20 2 12, 12G 3 4"C. 20 1 SPARE 14 15 SPARE 1 20 20 1 SPARE 16 17 BRIDAL OFFICE RECPT 540 1 20 2 12, 12G 3 4"C. 2 12, 12G 3 4"C. 20 1 720 CASH OFFICE RECEPT 18 19 BREAKROOM RECEPT 720 1 20 2 12,12G 3 4"C. 20 1 SPARE 20 21 VENDING MACHINE 1000 1 20 2 12, 12G 3 4"C. 20 1 SPARE 22 23 VENDING MACHINE 1000 20 2 12, 12G 3 4"C. _ 20 1 SPARE 24 25 VENDING MACHINE 1000 _1 1 20 2 12, #12G -3/4- C. 20 1 SPARE 26 27 SPARE 1 20 20 1 1 SPARE 28 29 SENSORMATIC PEDESTAL 1000 1 20 2 12, 12G 3 4"C. 20 1 SPARE 30 31 SPARE 1 20 20 1 SPARE 32 33 SPARE 1 20 20 1 SPARE 34 35 SPARE 1 20 20 1 SPARE 36 37 SPARE 1 20 2D 1 SPARE 38 39 TV MONITOR 180 1 20 2 12, 12G 3 4"C. 2 12, 12G 3 4"C. 20 1 1380 SUMP PUMP SP-1 40 41 SATELLITE GFI RECEPT 180 1 20 2 12, 12G 3 4"C. 2 8, 10G 3 4"C. 35 1 3000 WATER HEATER P8 42 _ TOTAL CONNECTED LOAD (VA) 1 16100 3580 1 5360 7160 VA PER PHASE AMPS PER PHASE 1 44.7 TOTAL CONNECTED LOAD (AMPS) 29.8 1 44.7 59.7 THE FOLLOWING CIRCUITS ARE CONTROLLED BY NOVAR PANEL CIRCUIT NOVAR OUTPUT LID 7 8 PP 2 7 PP 3 7 PP 4 7 PP 5 7 PP 6 7 PP 7 7 CONTACTOR-SCHEDBUILE CONTACTOR COIL VOLTAGE PANEL CIRCUIT BBB LIGHT GROUP NOVAR OUTPUT 1 120 HA 1,3,5 A 1 2 120 HA 36,37 A 1 3 120 HA 13,15,17,19 C 3 4 120 HA 21,23,25,27 C 3 5 120 HA 29,31,33,35 C 3 6 120 HA 2 B 6 7 120 HA 28 F 5 8 120 HA 30,32 G 4 9 120 LC 1,3,5,7 D 3 10 120 LC 2,4,6,8 D 3 11 120 LC 9,10,11 D 3 12 120 LC 13,15,17,19 E 2 13 120 LC 21,23,25,27 E 2 14 120 _ LC 29,31,33,35 _E 3 15 120 LC 12,14,16,18 E 2 16 120 LC 20, 22, 24, 26 E 2 17 120 LC 28, 30, 32, 34 E 2 18 120 LID 2,4,6,8 E 2 19 120 LID 10,12,14,16 E 2 20 120 LID 18, 20, 22, 24 E 2 21 120 LD 26,28,30 E 2 22 120 LD 32, 34, 36 E 2 24 120 LB 31 A 1 25 26 27 28 29 30 31 32 ALL CONTACTORS SHALL BE 30 AMP 3 OR 4 POLE SCHEDULES 01 REF.: E4.1 NONE 41 w 0 � � z U 0 Q �= +� ¢ N w A w can e U J v '0 Q 2 Q Z 3 � 0 I-0LL N o Q Z m (D U) 06 z W LLJ n co 0000 co wI mo>-o�� QOG°°ol.r� C;dwLd��c- I =m z�� ¢[)f ::1Z BCD Qmmo00x mwoC°�"a m U. I� W DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11/03 BID 08/11 /03 ARCH. PROJECT# BBB PROJECT# 903282 BBB # DRAWN: CHECKED: WSS 30767 DRAWING TITLE: ELECTRICAL SCHEDULES ANALOG LIGHT A -n — — SENSOR (OUTDOOR — TEMPERATURE TS — (SENSOR OUTDOOR I HUMIDITY SENSOR I WATT 1 TRANSDUCER =1==9 II OCCUPY SWITCH INDOOR HUMID]' I iTU AIR CURTAIN I-2051 TM-202 i-2050 WTS-10 I! EMS LINE DRAWING EMS LINE D RAW I N G REF.: 24VAC, 95VA TRANSFORMER TO SUPPLY POWER FOR THE FIELD CONTROL RELAYS. POWERED BY BMS #2. 120VAC FROM EXISTING BREAKER PANEL Remote Sensors RTU (Typical) TEMPERATURE TEMPERATURE TEMPERATURE SENSOR TEMPERATURE SENSOR SENSOR RETURN SENSOR RETURN SUPPLY DUCT SUPPLY DUCT LIGHT HUMIDITY TEMPERATURE HUMIDITY S S sDD ETM s s 5DD ETM SENSOR SENSOR SENSOR SENSOR OUTDOOR OUTDOOR OUTDOOR INDOOR #18/2 SHIELDED #18/2 SHIELDED L s s S 3/4 CONDUIT L--- ------ 3/4"CONDUI ®-- ®.o—®— #22/2 SHIELDED #22/2 SHIELDED 3/4"CONDUIT 3/4"CONDUI #22/2 SHIELDED DAISY CHAINED TO 3/4 CONDUIT OTHER ROOFTOP UNITS #22/2 SHIELDED 3 4"CONDUIT--- RETURN AIR DUCTS Air Curtain ---- Receiving - T npwvftre ADT &Ime ' (DEC AIR AREA UNIT TELEPHONE SECURITY 91113-10 RELAY CURTAIN HEATER BACKBOARD PANEL S THERMOSTAT ETM UH DAISY CHAINED T ROOFTOP UNIT IDEC AIR RELAY CURTAIN #22/2 SHIELDED DOOR T WIRE 3/4"CONDUIT 24 VAC SWITCH 2#12-3/4 C 2—PAIR TELCO " Transformer 19 NONE INTERFACE RELAY FOR LOADS AS REQUIRED, LOCATED IN THE CP-1 PANEL. 8 BUTTON OVERRIDE PANEL, ON A 4" X 4" X 1 1 /2" BOX, USING A TWO GANG PLASTER RING, MOUNTED IN THE Y BUT SPLICE, ® MAINTAINPRECE�I\ANG II — — — — BUTT SPLICE, POLARITYMAINTAIN OUTDOOR AIR HUMIDITY POLARITY SENSOR CURRENT LIMITER - DRY SET OF RH-3S, TEMPERATURE CONTACTS FOR THE INDOOR OAS, SENSOR. ALS, OCCUPANCY HUMIDITY OUTDOOR OUTDOOR SWITCH. CONTACTS SENSOR. HUMIDITY LIGHT SHALL OPEN WHEN SENSOR. L - SENSOR. THE ADT PANEL IS II DISARMED AND CLOSE WHEN THE ADT PANEL IS _ 24VAC, 40VA ARMED "m+ - + :'�+ �r h - 11 �� "1 TRANSFORMER TO SUPPLY POWER TO THE • SAVVY. POWERED BY VERIS 800 AMP CT's. FURNISHED AND INSTALLED IN POWER WALL BY CPI. 8 BUTTON OVERRIDE EXTERIOR VIEW EXISTING WATT TRANSDUCER/ PHASE LOSS MONITOR BMS #1. - (1 m T • _120VAC FROM EXISTING BREAKER PANEL 1 •II CONNECT TO GROUND LUG IN THE CP-1 PANEL — — — — — — — — — — — — ® — — — — — NETWORK BUTT SPLICE, MAINTAIN COMMUNICATIONS TO POLARITY ROOF TOP UNITS. P • • OA PULSE 08 in I 0C PHASE • CONTROL WIRING DIAGRAM 17 REF.: NONE SOLID CORE CURRENT TRANSFORMERS FOR SIGN LIGHT STATUS, PANEL LD. VERIFY CIRCUITD WITH PANEL LD. 0 0 II © II PHASE "A" PHASE "B" PHASE "C" I 1 I I (III IIIIII • II CURRENT TRANSDUCER .. .��......�T..•... MODULE OTS, OUTDOOR TEMPERATURESENS•._ MOUNTONE ON CIRCUIT FEEDING THE • • _ • (III III �11 - .- p O CURRENT M' MMUCER MODULE 24 VAC NOT' S FOR THIS DRAWING 1. REFER TO SHEET M4.2 FOR ADDITIONAL INFORMATION AND COORDINATION WITH THE MECHANICAL CONTRACTOR. LEGEND 18/9 GA. LOW VOLTAGE WIRING • 18 GA. THHN WIRING ® 18/2 GA. WIRING 22/2 GA. W/SHIELDED GROUND BELDEN 8761 OR EQUIVALENT 20/2 GA. AND 18/2 GA. SHIELDED GROUND BELDEN 9155 OR EQUIVALENT LINE VOLTAGE WIRING IN CONDUIT - WIRE SPLICES ARE NOT ACCEPTABLE. - THE COMMUNICATIONS TRUNK WILL BE TERMINATED AT THE MODULES - ALL LOW VOLTAGE CABLE IS TO BE SUPPORTED SECURELY ACCORDING TO THE APPLICABLE ELECTRICAL CODE, TAPE IS NOT ACCEPTABLE. - ALL LOW VOLTAGE CABLE IS TO BE RUN NEATLY AND CONCEALED WITHIN THE BUILDING STRUCTURE. - ALL LOW VOLTAGE CABLE IS TO BE SLEEVED IN CONDUIT UP TO THE CEILING OR BAR JOISTS. GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL ALL CONDUIT AND CABLE AND INSTALL ALL NOVAR EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL CABLE IN 1/2" CONDUIT IF CABLE IS BELOW THE BAR JOISTS OR INSIDE THE WALLS AS REQUIRED. 2• THE ELECTRICAL CONTRACTOR (EXCEPT AS NOTED) IS TO INSTALL THE NOVAR FURNISHED BACK PLATES, ENCLOSURES, TRANSFORMERS, RELAYS AND OUTDOOR SENSORS. .. 3. THE ELECTRICAL CONTRACTOR IS TO MAKE ALL TERMINATIONS.: r (EXCEPT AS NOTED.): 4. NOVAR IS TO PROGRAM AND PERFORM FINAL SYSTEM CHECKOUT. 5. THE ETM-2051, ELECTRONIC THERMOSTAT MODULE, IS FACTORY INSTALLED BY LENNOX IN THE ROOF TOP UNPTS�-,�t:,-: _ 6. ALL INQUIRIES PERTAINING TO THE ENERGY MANAGEMENT A D CONTROL SYSTEMS SHOULD BE DIRECTED TO: NOVAR PROFESSIONAL SERVICES sr� NOVAR CONTROLS419C¢Sr �K. 3333 COPLEY RD.3 ` COPLEY. OH 44321 330-670-1010 ITEMS PROVIDED BY NOVAR 1 1 SAVVY 15 TRIAC, MODEM CONTROLLER. e SAVVY BASE PLATE WITH SWITCHES. 1 SAVVY REMOTE TOUCH SCREEN. . 1 7' PHONE CABLE 1 RH-3S INDOOR HUMIDITY SENSOR 1 OUTDOOR SENSOR ASSEMBLY 1 ETM-2020 ELECTRONICS 1 ETM-20201E 24 VAC INDOOR ENCLOSURES 2 WTS-10, WALL TEMPERATURE SENSORS 1 1 VERIS WATT TRANSDUCER. 3 800 AMP CURRENT TRANSFORMERS. 1 CP-1 PANEL WITH TRANSFORMERS AND RELAY m 1 8 BUTTON REMOTE OVERRIDE PANEL -,- 8. ALL INQUIRIES PERTAINING TO QUOTES SHOULD , BE DIRECTED�, TO: NOVAR PROFESSIONAL SERVICES 330 670-1010 i �w��,��"}•;;aim SAAVY WIRING DETAIL REF.: C w 4- _1 0 U 0 z o�Q0� U U N I i _j W N �" C v U J LL Q Q Z LLJ�-- oLL Qi O Q e— Z m 0 U) 06 oz wwr0CpCC) Li L� m < CD 00 CD C 46wDpco Cr ry � �Qm wzCID co ACID m 0 CD J 0 CIO oOfLnz w O Cy) x � `J Q W m V LL_ DISTRIBUTION: DATE: Prototype Ver. 1.2003 02/15/03 PERMIT 08/11 /03 BID 08/11/03 ARCH. PROJECT# BBB PROJECT# 903282 BBB # DRAWN: CHECKED: WSS Professional of record practicing as an individual. FOR N FORM ATI O ONLY PROFESSIONAL OF RECORD PHONE: 314-821-1100 F 0 R DRAWING TITLE: INFORMATION NOVAR WIRING ONLY g DETAILS { ,y "f.Kt'�- it F.. "t NO E4 4 t � 6 � \ : I