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HomeMy WebLinkAbout1501 Rinehart Rd 04-3273 New construction Best Buy0 20 40 GRAPHIC SCALE (IN FEET ) 1 inch = 40 ft. � f rY w ry 4 O w v Y 0- w 0 ui o m n Z N w Q V CD r 0 CL ry O Ct moo Wm� `-tee O- F- O U Lij O z_ W cry i Y R/W PER B. 9, PG. 27 1 80 80 I 0 J ,,, I., Ow w 0i� -0w zz zz I;Kz rn i r7S-5 „a -I SITE .. TA SITE LOCATION THE SITE IS LOCATED AT THE NORTHEAST CORNER OF RINEHART ROAD AND WILSON AVENUE, NEXT TO THE WAL-MART SUPERCENTER, IN THE CITY OF SANFORD, FL. SITE ADDRESS: 1501 N. RINEHART ROAD SANFORD, FLORIDA PARCEL I.D. NUMBER: 28-19-30-506-0000-0410 TOTAL SITE ACREAGE: 6.40 ± BUILDING AREA: 30,767 S.F. MAX BUILDING HEIGHT: 35' SOILS TYPE: PER SCS (SEE PLAN SHEET C-5 FOR SOIL TYPE APPROXIMATE LOCATION) 100 YEAR FLOOD ELEVATION: SITE IS WITHIN FLOOD ZONE A (PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12117 C 0040 E, DATED APRIL 17, 1995) WELLFIELD PROTECTION ZONE: SITE IS NOT LOCATED WITHIN A PROTECTION ZONE. WETLANDS: REFER TO CPH ENGINEERS, INC. SURVEY, SHEET 2 RESOURCE PROTECTION AREA: BUILDING SETBACKS: REQUIRED MINIMUM EXTERIOR PD BUILDING SETBACKS FRONT: 25' SIDE: 10' REAR: 20' PROPOSED BUILDING SETBACKS: FRONT: 340.5' SIDE: 56.1' REAR: 31.2' EXISTING USE: VACANT PROPOSED USE: COMMERCIAL RETAIL EXISTING ZONING: Al (AGRICULTURAL) STOP SIGN (R1-1) YELLOW PAINTED TRAFFIC ARROW (HOLLOW) 24" WHITE THERMOPLASTIC STOP BAR HEAVY DUTY ASPHALT SEE SHEET C-X FOR PAVEMENT MATERIALS PROPOSED ZONING: PD (PLANNED DEVELOPMENT) FUTUPE LAND USE DESIGNATION: SUBJECT SITE WIC (WESTSIDE INDUSTRY AND COMMERCE) LAND .,OVERAGE PROPOSED: PERVIOUS 60,339.04 S.F. (21.6%) IMPERVIOUS 218,539.43 S.F. (78.4 %) PROPOSED OPEN SPACE: 27.0% LAND51CAPE BUFFERS REQUIRED: MINIMUM PUBLIC ROADWAY BUFFER: 25' MINIMUM EXTERIOR PD SIDE BUFFER: 10' MINIMUM EXTERIOR PD REAR BUFFER: 10' MINIMUN INTERIOR PROPERTY LINE BUFFER: 5' PARKING: PARKING REQUIRED BY CITY OF SANFORD: 1 SPACE/200 S.F. GFA 30,767 S.F./ 200 S.F. = 154 SPACES PARKING PROVIDED: 10'x20' STD SPACE = 167 SPACES 12'x2O' HC SPACE = 6 SPACES 9'xl8' STD SPACE = 141 SPACES TOTA., PROVIDED: 314 SPACES PARKING RATIO: 10 SPACE/1,000 S.F. GFA EXISTING EASEMENTS ARE SHOWN ON THE PLANS. PER "HE CITY UTILITY DEPARTMENT, THE SITE WILL UTILIZE POTABLE WATER FROM THE CITY OF SANFORD THROUGH AN 8" WA T'R, LINE ON THE EAST SIDE OF RINEHART ROAD. PER THE CITY UTILITY DEPARTMENT, THERE IS CURRENTLY A 8" SAN �:EWER STUB -OUT LOCATED ON THE NORTH SIDE OF THE PROPERTY. CURVE TABLE CURVE LENGTH RADIU3 DELTA TANGENT CHORD CHORD BEARING C1 34.58 22.00 90'02'56" 22.00 31.13 S45°05'29"W C2 31.91 75.00 24°22'32" 75.00 31.67 N77°55'41"E C3 31.22 75.00 23°50'56" 75.00 30.99 N53°48'57"E C4 36.58 41.00 51'07'12" 41.00 35.38 N25°26'39"W C5 23.87 1 100.00 13-40-42" 100.00 23.82 S44°09'54"E LINE TABLE LINE LENGTH BEARING L1 57.50' S89°53'03"E L2 253.03' 389°53'03"E L3 269.1 V S89°53'03"E L4 64.00' S00°04'01"W L5 64.00' S00°04'01"W L6 71.50' S00°04'01"W L7 60.00' S00'04'01"W L8 67.50' S00'04'01'W L9 37.98' S00°04'01"W L 10 217.56' S89°53'03"E L11 _ 239.52' S89°53'03"E L12 239.47' S89°53'03"E L13 253.20' S89°53'03"E L14 253.13' S89°53'03"E L15 253.08' S89°53'03"E L16 64.00' 300'06'57'W L17 64.00' S00°06'57"W L18 71.50' S00°06'5TW SITE BENU'H MARK .2: LINE TABLE LINE LENGTH BEARING L19 15.94' 300°06'57"W L20 40.63' S19°42'38"E L21 5.83' S00°06'57"W L22 67.50' S00°06'57"W L23 60.00' S00°06'57'W L24 32.27' N38°59'45"E L25 13.09' N37°19'33"W L26 25.88' 351°00'15"E L27 7535 S51°00'15"E L28 78.24' 351"00'15"E L29 130.21' S51 °00'15"E L30 207.95' S89°53'03"E L31 26.41' N89°53'03'W L32 21.64' S24°15'35"E L33 75.1 V S00°06'57"W L34 37.68' N38°59'45"E L35 76.03' 341 °53'29'W L36 4.78' S89°53'03"E L37 27.34' S51°00'15"E L38 j 184.59' 1 300'06'57'W IRRIGATION CONTROL VALVE (TYP; 6' CLF x FND 4"x4" C.M. P.R.M. #2856 m w . •ia bQ � � 0 •� CJ k M U o M b _ V � CEL M � � O v l o � ® cj 0 � x w 0 O Cq C Lo d D d' O ai z N v to O ❑ O � .O u. V .a d O L Q" Q C tU p ©®� a z M o o c o L0 m d 0 p m U z tt! U4 z -z z -� N 0 w 0 Q > J L N z C VJ L 0 W l E V? RECTRIC �' LliJf IN BASE OF 25 » OAK JUNCTION BOX ZONED: A-1 ELEv = 45.12 a� a� JAMES E. McMULLAN, P.E. 60180 DATE = 7/16/04 I ERE ALARM DEVICE LEGEND SYMBOL DESCRIPTION COMMENT PRODUCT I D BACKBOX MOUNTING HEIGHT FACP FIRE ALARM NOTIFIER FURNISHED 72" AFF CONTROL PANEL MODEL #AFP-SERIES BY MANUFACTURER TO TOP OF BOX FAAP FIRE ALARM NOTIFIER FURNISHED 60" AFF ANNUCIATOR PANEL MODEL #LCD-80 BY MANUFACTURER TO TOP OF BOX FCPS FIRE ALARM NOTIFIER FURNISHED FIELD VERIFY REMOTE POWER SUPPLY MODEL #FCPS8 BY MANUFACTURER BESIDE FACP FIRE ALARM NOTIFIER C 48" AFF PULL STATION MODEL # NBC12LX TO CENTER OF BOX O FIRE ALARM ADDRESSABLE NOTIFIER B CEILING SMOKE DETECTOR SERIES FSP851 W/ B71OLP MOUNTED 2 FIRE ALARM ADDRESSABLE NOTIFIER SERIES FSD851 P D HVAC DUCT S/ DUCT SMOKE DETECTOR WITH DUCT HOUSING MOUNTED FIRE ALARM ADDRESSABLE NOTIFIER D (W.P.) FIELD VERIFY MONITOR MODULE FMM-1 SERIES PER DRAWINGS © FIRE ALARM ADDRESSABLE NOTIFIER D (W.P.) FIELD VERIFY CONTROL MODULE FRM-1 SERIES PER DRAWINGS Q F SPRINKLER FURNISHED BY D FIELD VERIFY �c FLOW SWITCH OTHERS PER DRAWINGS T SPRINKLER FURNISHED BY D FIELD VERIFY TAMPER SWITCH OTHERS PER DRAWINGS m< FIRE ALARM WALL MT. SPECALERT P24MCW SERIES E 80" AFF TO AUDIBLE VISUAL APPLIANCE MULTICANDELA BOTTOM OF DEVICE FIRE ALARM CEILING MT. SPECALERT PC24MCW SERIES E CEILING MOUNT CLG.N< AUDIBLE VISUAL APPLIANCE MULTICANDELA FIRE ALARM WALL MT. SPECALERT S24MCW SERIES E 80" AFF TO VISUAL APPLIANCE MULTICANDELA BOTTOM OF DEVICE Ffl 24VDC CONTROL PER SUBMITTAL D 3' FROM UNIT SHUTDOWN RELAY DATA SHEET CONTROLLED 0 FfRE :DEPTARTMENT PER .SUBMITTAL _ BY MFGR. FRONT. ENTRANCE _--`JKEYLOCK 'BOXDATA _SHEET _ NOTE ' 2 E?=',C'F,FiGX-S REQUIRED BY OTHERS 2-1 /8" 1 -1/2„ DEEP DEEP DEEP 4" SQ. 1-1/2" BLANK SINGLE 4-11/16" 4-11/16" OCTAGON EXT. RING PLATE GANG BOX SQ. BOX EXT. RING BOX BACKBOX SCHEDULE A - 4" BOX WITH SINGLE GANG RING B - 4" BOX WITH ROUND RING OR OCTAGON BOX C - 4" BOX 2-1/8 1) DEEP WITH SGPR D - 4" BOX ADJACENT FLEX TO DEVICE E - 4" BOX 2 1/8 J) DEEP WITH EXTENSION BOX GENERAL NOTES: SYSTEM INSTALLATION IN ACCORDANCE WITH NFPA 70 (1997 EDITION) NFPA 72 (1999 EDITION) LIFE SAFETY 101 (2000 EDITION) 1) FIRE ALARM SYSTEM WIRING: STYLE B (CLASS B) INITIATION DEVICE CKTS. STYLE Y (CLASS B) NOTIFICATION APPLIANCE CKTS. STYLE 4 (CLASS B) ADDRESSABLE SIGNALING LINE 2) LOCKBOX TO BE MOUNTED OUTSIDE OF THE BUILDING WITHIN 6' OF PRIMARY ENTRANCE DOOR AND AT A HEIGHT NOT TO EXCEED 12' AFF NOR BE LESS THAN 8' AFF TO BOTTOM OF BOX. KEYBOX SHALL BE ZONED INDEPENDENTLY MARK FIRE ALARM SYSTEM CABLE LEGEND DESCRIPTION PURPOSE A 2 CONDUCTOR 18AWG FPL INITIATION DEVICES OFF DATA LINE B 2 CONDUCTOR 14AWG FPL NOTIFICATION APPLIANCE CIRCUIT D 2 CONDUCTOR 18AWG TP FPL ADDRESSABLE DATA LINE SIGNALING CKT. F 2 CONDUCTOR 16AWO FPL HVAC SHUTDOWN CIRCUIT P 2 CONDUCTOR 14AWC FPL AUXILIARY D.C. POWER S 2 CONDUCTOR 18AWG TPS FPL SERIAL LINE TO REMOTE ANNUCIATOR TO I Zu M, MONITORING DEDICATED CKT. ELECTRICAL ROOM FRONT ENTRANCE FBO FIRE ALARM SYSTEM RISER DIAGRAM ERE ALARM ADDRESS LEGEND L1 DO1 SMOKE DETECTOR FACP ELECTRICAL ROOM 104 L1 D02 SMOKE DETECTOR VESTIBULE ENTRY 101 L1 D03 DUCT DETECTOR SALES AREA 112 RTU-1 SUPPLY L1 D04 DUCT DETECTOR SALES AREA 112 RTU-1 RETURN L1 D05 DUCT DETECTOR SALES AREA 112 RTU-2 SUPPLY L1 D06 DUCT DETECTOR SALES AREA 112 RTU-2 RETURN L1 D07 DUCT DETECTOR SALES AREA 112 RTU-3 SUPPLY L1 D08 DUCT DETECTOR SALES AREA 112 RTU-3 RETURN L1 D09 DUCT DETECTOR SALES AREA 112 RTU-4 SUPPLY L1 D10 DUCT DETECTOR SALES AREA 112 RTU-4 RETURN L1 D1 1 DUCT DETECTOR SALES AREA 112 RTU-5 SUPPLY L1 D12 DUCT DETECTOR SALES AREA 112 RTU-5 RETURN L1 D13 DUCT DETECTOR SALES AREA 112 RTU-6 SUPPLY L1 D14 DUCT DETECTOR SALES AREA 112 RTU-6 RETURN L1 D15 DUCT DETECTOR LIFT TRUCK STORAGE 1 10A RTU-7 SUPPLY L1 D1 6 DUCT DETECTOR LIFT TRUCK STORAGE 1 10A RTU-7 RETURN L1 D17 DUCT DETECTOR ICS ROOM 1 1 1 RTU-8 SUPPLY L1 DI DUCT DETECTOR ICS ROOM 1 1 1 RTU-8 RETURN L1 D19 DUCT DETECTOR SALES DEVELOPMENT RM. 114 RTU-9 SUPPLY L1 D20 DUCT DETECTOR SALES DEVELOPMENT RM. 114 RTU-9 RETURN L1 D21 DUCT DETECTOR COMM. ROOM 115 RTU-10 SUPPLY L1 D22 DUCT DETECTOR COMM. ROOM 115 RTU-10 RETURN L1 M01 PULL STATION VESTIBULE ROOM 101 EAST EGRESS L1 M02 MONITOR MODULE FIRE DEPT. KEYLOCK BOX L1 M03 PULL STATION VESTIBULE ROOM 101 WEST EGRESS L1 M04 PULL STATION SALES AREA 112 WEST EGRESS L1 M05 PULL STATION RECEIVING AREA 108 WEST EGRESS L1 M06 PULL STATION RECEIVING AREA 108 EAST EGRESS L1 M07 PULL STATION ISC ROOM 1 1 1 EGRESS L1 MO8 PULL STATION SALES AREA 112 EAST EGRESS L1 M09 MONITOR MODULE BUILDING SPRINKLER FLOW SWITCHES L1 M10 MONITOR MODULE BUILDING SPRINKLER TAMPER SWITCHES NOTIFICATION CIRCUITS REFER TO FLOOR PLANS FOR DEVICE LOCATIONS EOLR S6 EOLR S5 EOLR S4 EOLR S3 EOLR S2 EOLR 51 Rr s yy � `u a PUMS1 CITYOfS R� m I I ►. 3 I i i E I I i " I I I I I z o w E I E i E I E 4 I I i 3 I I j 3 i I W i I E q � � f� `r ) Q4 E-, o DRAWN BY: D Q D D APPROVED BY: DATE: 1 2/7/04 SCALE: AS INDICATED PROJECT NO: X SYMBOL/DEVICE LEGEND RISER DIAGRAM FA- 1 B,D RTU 7 L1 D15 L1 D16 S R R D D B,D,F,P C LG. S1-2 �$ 177cd CLG. S1-4 177cd I TO FACP CLG. . S2-2 177cd L_- .._ -- N S5-7i S5-6 I 15cd 15cd H r: t 111 41 S5-3 I... f_ S5-8 I I` B S5-2 f 15cd 15cd 75cd Y �I 2B L1 D19$....................::::.: 3 L1 D20 ......... _.. {<<. D,F R D S5-5 15cd D B i EOLR i CLG. ! S2-1 177cd CEILING HEIGHT 23'-0" WITHIN US AREA j EOLR RTU-2 R CLG. CLG. D F S2-3 D,F 3S4-1 177cd _ _.177cd i 2 2 E D S R I L1 D05 L1 D06 IT D D,2F W. CLG. j S2-4 j CLG. 177cd S4-2 177cd r: EILING HEIGHT 123'-0" VVITHIN THIS AR {f°;y' :RTU-5 z 2 L1 D12 D S R L1 D1 1 D D,2F B CLG. S4-3 177cd B D,F EOLR CLG. S3-1 177cd RTU-3 CLG. S 3 — 2 177cd °2 2 D S R L1 D07 L1 D08 D CLG. S3-3 177cd Z_... RTU - 6 H.�.. D 2 2 L1 D14 S R L1D13 i S f D CLG. S3-4 177cd B TO FACP : D 3( L1 MOB P LAN DIRECTION ERE ALARM ADDRESS LEGEND L1 D01 SMOKE DETECTOR FACP ELECTRICAL ROOM 104 L1D02 SMOKE DETECTOR VESTIBULE ENTRY 101 L1D03 DUCT DETECTOR SALES AREA 112 RTU-1 SUPPLY L1 D04 DUCT DETECTOR SALES AREA 112 RTU-1 RETURN L1 D05 DUCT DETECTOR SALES AREA 112 RTU-2 SUPPLY L1 D06 DUCT DETECTOR SALES AREA 112 RTU-2 RETURN L1D07 DUCT DETECTOR SALES AREA 112 RTU-3 SUPPLY L1 D08 DUCT DETECTOR SALES AREA 112 RTU-3 RETURN L1 DO9 DUCT DETECTOR SALES AREA 112 RTU-4 SUPPLY L1 D10 DUCT DETECTOR SALES AREA 112 RTU-4 RETURN L1 D1 1 DUCT DETECTOR SALES AREA 112 RTU-5 SUPPLY L 1 D12 DUCT DETECTOR SALES AREA 112 RTU-5 RETURN L1D13 DUCT DETECTOR SALES AREA 112 RTU-6 SUPPLY L1 D14 DUCT DETECTOR SALES AREA 112 RTU-6 RETURN L1 D15 DUCT DETECTOR LIFT TRUCK STORAGE 1 10A RTU-7 SUPPLY L1 D16 DUCT DETECTOR LIFT TRUCK STORAGE 1 10A RTU-7 RETURN L1 D17 DUCT DETECTOR ICS ROOM 1 1 1 RTU-8 SUPPLY L1 D18 DUCT DETECTOR ICS ROOM 1 1 1 RTU-8 RETURN L1 D19 DUCT DETECTOR SALES DEVELOPMENT RM. 114 RTU-9 SUPPLY L1 D20 DUCT DETECTOR SALES DEVELOPMENT RM. 114 RTU-9 RETURN L1 D21 DUCT DETECTOR COMM. ROOM 115 RTU-10 SUPPLY L1D22 DUCT DETECTOR COMM. ROOM 115 RTU-10 RETURN L1 MO1 PULL STATION VESTIBULE ROOM 101 EAST EGRESS L1 M02 MONITOR MODULE FIRE DEPT. KEYLOCK BOX L1 MO3 PULL STATION VESTIBULE ROOM 101 WEST EGRESS L1 M04 PULL STATION SALES AREA 112 WEST EGRESS L1 M05 PULL STATION RECEIVING AREA 108 WEST EGRESS L1 M06 PULL STATION RECEIVING AREA 108 EAST EGRESS L1 M07 PULL STATION ISC ROOM 1 1 1 EGRESS L1 M08 PULL STATION SALES AREA 112 EAST EGRESS L1 M09 MONITOR MODULE BUILDING SPRINKLER FLOW SWITCHES L1 M10 MONITOR MODULE BUILDING SPRINKLER TAMPER SWITCHES FIRE ALARM SYSTEM FLOOR PLAN SCALE: 1 /8" = 1 '-0" i f i ( i mi- i i E € i j E s E E f E i i f i z 3 f j O V 1 j i w I E [E i ' E I 3 E I W I I I— € o � f O E I 0 �i q � � O q � � w L DRAWN BY: D Q D D APPROVED BY: DATE: 12 /7 /O 4 SCALE: AS INDICATED PROJECT NO: X FLOOR PLAN FA-2 C t� C? 0 cv 0 cu v; U i 75 L 0 (-I-- i 0 0 / pq v J 0 4- d c� o� Is. 0 d o� Q / z W J c� e Best Buy Co. Contacts REAL ESTATE MANAGER: BUDDY DAVENPORT PHONE: 931-358-3979 MOBILE: 612-803-2499 E-MAIL: buddy.davenport@bestbuy.com PROJECT DEVELOPMENT MANAGER: SHMEL DWAYNE PHONE: 612-291-7509 MOBILE: 612-867-3300 E-MAIL: dwayne.shmel@bestbuy.com STORE PLANNER: DANIEL VAUDRIN PHONE: 612-291-7472 E-MAIL: daniel.vaudrin@bestbuy.com FIXTURE SPECIALIST: MICK McGRORTY PHONE: 612-291-7583 MOBILE: 612-669-4958 E-MAIL: mick.mcgrorty@bestbuy.com Argate Properties 7154 N. University Dr. # Tamarac, FL 33321 Phone: (954) 724-7095 Fax: (954) 724-8795 EMAIL: rms@argateproperties.com Contacts: Bob Schecter Architect Herschman Architects, Inc. 23625 Commerce Park Rd. Cleveland, OH 44122 Phone: (216) 464-4144 Fax: (216) 464-6592 EMAIL: ericc@herschmanarchitects.com Contacts: Eric Cox Karges And Associates 670 West County Road B St. Paul, MN 55113 Phone: (651) 254-6895 Fax: (651) 771-0878 Email: apvollhaber@kfi-eng.com Contacts: Andrew Vollhaber Electrical Engineer Engstrom And Associates 7600 W. 27th St., Suite B-5 St. Louis Park MN 55426 Phone: (952) 926-2429 Fax: (952) 926-7892 Email: erie.haefner@engstromassoc.com Contacts: Eric Haefner Project Directory Planning and Community Development Electric 300 North Park Ave. Florida Power and Light Sanford, FL 32771 P.O. Box 2149 (407) 330-5657 Sanford, FL 32772 Charlie Johnson Police Department 407-328-1924 815 South French St. Sanford, FL 32771 Telephone (407) 302-1007 BellSouth 132 Commerce Way Fire Department ` Sanford, FL 32771 1303 South French St. Martin Nosie Sanford, FL 32771 407-327-0447 Water � City of Sanford 300 North Park Ave. Sanford, FL 32771 Paul Moore 407-330-5640 Sewer City of Sanford 300 North Park Ave. Sanford, FL 32771 Emily McCabe 407-302-9414 Twin City Hardware 723 Hadley Avenue, North Oakdale, MN 55128 Phone: (651) 735-2200 Fax: (651) 735-1800 EMAIL: skilibarda@twincityhardware.com Contacts: Steve Killbarda George Boomer Civil Engineer CPH Engineers 500 West Fulton St. Sanford, FL 32772 Phone: (407) 322-6841 Fax: (407) 330-0639 EMAIL: jmcmullan@cphengineers.com Contacts: Jim Mcmullan Tva Fire And Life Safety 5001 American Blvd., Suite 800 Bloomington, MN 55437 Phone: (952) 930-0006 Fax: (952) 930-0111 Email: Jichards@tvafiresafety.com Contacts: James Richards Structural Engineer Johnson Structural Group 1000 East Hillsboro Blvd., Suite 201. Deerfield Beach, FL 33441 Phone: (954) 571-9858 Fax: (954) 571-9818 EMAIL: mark]@johnsonstructural.com Contacts: Mark Johnson R M" F i4NIEW- AUG 004 r P Sanford Fire Prevention Dlyli�y Date: _. � ufFlCr i.�'V Sheet Index CS-1 COVER SHEET CS-2 SYMBOLS/ ABBREVIATIONS Civil FOR REFERENCE ONLY C-4 SITE DIMENSION PLAN Architectural A-0 EXIT & EGRESS PLAN A-1 FLOOR PLAN A-1.1 ENLARGED FLOOR PLANS A-2 SCHEDULES AND LEGENDS A-3 FLOOR COVERING PLAN -A-4 REFLECTED CEILING PLAN ~ A-5 ROOF PLAN A-6 EXTERIOR ELEVATIONS A-7 INTERIOR ELEVATIONS A-8 WALL SECTIONS A-9 WALL SECTIONS A-9.1 WALL SECTIONS A-10 PLANS & ELEVATIONS AT STOREFRONT A-11 DETAILS A-12 DETAILS A-13 DETAILS A-14 DETAILS Fixture Plans F-1 FIXTURE PLAN F-2 ENLARGED MILLWORK PLANS F-3 BEST BUY SYSTEMS PLAN F-4 FIXTURE EXTENSION PLANS AND DETAILS F-5 FIXTURE EXTENSION DETAILS Structural S-1 STRUCTURAL NOTES S-2 FOUNDATION PLAN S-2.1 ROOF FRAMING PLAN S-3 WALL SECTIONS S-3.1 WALL SECTIONS S-3.2 STOREFRONT ELEVATIONS AND DETAILS S4.0 FOUNDATION DETAILS S4.1 DETAILS M-1 HVAC ROOF PLAN M-2 PLUMBING FLOOR PLAN M-3 ENLARGED PLUMBING PLANS & DETAILS M-4 HVAC FLOOR PLAN M-5 HVAC PARTIAL PLANS & ELEVATIONS M-6 MECHANICAL DETAILS M-7 MECHANICAL DETAILS M-8 MECHANICAL DETAILS M-9 MECHANICAL TABLES & SCHEDULES Electrical E-1 ELECTRICAL LIGHTING PLAN E-2 POWER PLAN E-3 AMP COMPONENT PLAN E-4 ELECTRICAL LOW VOLTAGE FLOOR PLAN E-5 PANELBOARD SCHEDULES AND RISERS E-6 ELECTRICAL SCHEDULES & LEGENDS E-7 ELECTRICAL DETAILS E-8 ELECTRICAL DETAILS E-9 ELECTRICAL DETAILS E-10 ELECTRICAL DETAILS E-11 ELECTRICAL DETAILS ES-1 ELECTRICAL SITE PLAN EMS-1 ENERGY MANAGEMENT SYSTEM EMS-2 ENERGY MANAGEMENT SYSTEM Fire Protection FP 1.0 SITE FIRE SERVICE PIPING PLAN FP2.0 FIRE SPRINKLER PIPING PLAN FP3.0 FIRE SPRINKLER DETAILS iREVISIONS HERSCHMAN ARCHITECTS I N C 0 R P C R A F E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-EMAIL: mailboxfa her schmanarchitects.com 5Q. PT. GALCS RETAIL- 2 S&4 SF 3 21 SF INSTALL: 0(0 TOTAL: 30204 C0NCr=PT- 30K KOF CQNCrEPT DAT1=: 05 - 06 - 04 G.Q.-21 FtXTURE REL. _ 1�1-04 CJ'0.-13 FINAL R=L. 2 - 11=- V5 Q fV zz 15ID/PcRMl7� SEt i SCALE: NO SCALE I COVER SHEET Abbreviations A J AD Anchor Dolt JAN Janitor ACC According/Accordion J5T Joist ACOUS Acoustical JT Joint ACT Acoustical Calling Tile AD Area Dra in ADD Add KIT Kitchen ADJ Adjustable/Adjacent KO Knock Out ADMIN. Administration KP Kick Plate APF Above Finished Floor AGG Ag agate Paving Jurisdiction L Left/Length AHJ AHU A it4iority Air -Handing Unit LAB Laboratory AL Allarinum LAM Laminated ALT Alternate/Alteration LAv Lavatory ANOD Anodized LH Left Hark! AP Access Panel/Apron Panel LHR Left-hand Reverse APPROX Approximate LKR Locker APT Apartment LL Live Load ARCH Architect/Architectural LP Low Point ASPH Asphalt L.P. Loss Prevcntlon AVE Avenue LSG Laminated Safety Glass AVG Average LT Light AWP Acoustic Wall Panel LTWT Lightweight M BC Bottom of Curb M/S Mirror with Shelf DD Board MACH Machine 131TUM Bituminous MAINT Maintenance/Maintain BL Bullding Line MA5 Masonry DLDG Bullding MAT Material BLKG Blocking MAX Maximum BLVD Boulevard MGW Mineral Core Wood DM Beam/Bench Mark MDF Medlum-Density Fiberboard BOT Bottom MDo Medlum-Denslty Overlay SP Building Paper MECH Mechanical BRG Bearing MEM5 Membrane DSMT Basement MT Entry Mat Carpet Tile DTWR Between MTL MEzz Metal Mezzanine BUR 5W 13ullt-Up ROOF Bottom of Wall MFR ManuFacturer/Manufacturing MG Mirror Glass MH Manhole C Celsius/Centigrade MIR MO Mirror Mason Opening CAB Cabinet MOD Moduleodify� CAP Capacity MS Mirror with Shelf/Machine Screw CARP Carpet MTV Mounted CS Catch Rash/Chalkboard MUL Mullion CV Calling Diffuser GEM Cement GEM PL Cement Plaster N North CER CG Ceramic Corner Guard NOR+ Number CH Coat Hook NOM Nominal CHiN Chair Rail NTS Not -to -Scale CI Cast Iron CIP Cast In Place CJ Control Joint 0/ Over CL Center Line CA Overall CLG Gelling OC On -Cuter CLKG Caulking OD Outside Diameter CLO Closet OFD Overflow Drain CLR Clear OPNU Opening CLSR Closer OPP Opposite CMU Concrete Masonry Units OSB Oriented Strand Board CO Clean Out COL Column COMP Composite/Compositlon P Paint/Power GONG Concrete PD Pegboard COND Condition P58 Plaster Baseboard CONN Connect/Connection PBD Particleboard CON5T Construction PC Precast CONT Continuous PCD Paper Cup Dispenser COOS Coordinate n0-- Perforated CORR Corridor PERP Perpendicular CR Cold Rolled PG Plate Glass CT Ceramic Tile/Curtain Track PH Phase CTR Center PL Plastic Laminate CTSK Countersurk PLF Plastic Flooring CU Cubic PLA5 Plaster CW Cold Water F'LYW Plywood j� PNL Panel 1.1 PNT Paint d Penny (nails) POI. Polish db Decibel PP Push Plate D Clothes Dryer PR Pair PBL Double PRE FAD Prefabricate PECIP Deciduous PT Preservative Treated/Point/ DEPT Department Post -Tensioned DET Detail PTV Paper Towel Dispenser DF Drinking Fountain/Douglas Fir PTPW Paper Towel Dispenser 4 Waste DIA Diameter Receptacle DIAG Diagonal PTN Partition PICA Drilled in Concrete Anchor PVMT Pavement DIFF DIFFuser DIM Dimension DISP Disposal QT Qwrr9 Tile DL Dead Load QTR Quarter DN Down DR Door/Draln PS Down spout PSP Pry Stand Pipe R Riser DW Dishwasher R46 Backer Rod and Sealant DWG Drawing RAP Radius DWR Drawer RB Rubber -base RCP Reflected Ceiling Plan RD Roof Drain E East RECEP Reception EA Each RECEPT Receptacle ED Expansion Dolt RECT Rectangular EJ Expansion Joint REF Reference/Refrigerator EL Elevation REINF Reinforced ELEC Electrical no RES Required Resilient ELEV Elevator RET Retaining/Return EMER_i Emergency REY Revision ENAM Enamel RH Robe Hook/Round Head/Right-Hand ENTR Entrance RM Room EP Electrical Panelboard/End Panel RO Rough Opening EQ Equal/Earthquake ROW Right of Way EQJ Earthquake Joint RP Radius Point EQUIP Equipment RRL Rub Bell ETR Exlsting To Remain RT Rubber Tile EWC Electric Water Cooler RWL Rainwater Leader EXC Excavate/Excavation EXH Exhaust EXP Expansion EXST(E) Existing S South/Shelf EXT Exterior 54R Shelf and Rod SAN Sanitary 5C Solid Core F Fahrenheit 5Cp Seat Cover Dispenser FA Fire Alarm/Forced Air SCHED Schedule F FAD Fabricate 5GW Solid Core Wood FB Flat Bar SD Soap Pish/Soap Dispenser r FBD Fiber Board SEC Second CU PBO Furnished Dy Owner SECT Section FD Floor Drain 5F Square Feet FDC Fire Department Corectlon 5FC Special Floor Coating FDN Foundation SGEN Semigloss Enamel FE Fire Extinguisher SHR Shower �j FEC Fire Extinguisher Cab SHT SHTG Sheet Sheathing o CD FF FG Factory Finish Float Glass SHY Sheet Vinyl PH Flathead SLR Sealer FHC Fire Hose Cabinet 5MR Sheet -Metal Raceway FHMS Flathead Machine Screw 51-15 Sheet -metal Screws CO FHWS Flathead Wood Screw 5ND Sanitary Napkin Dispenser PIC Furnished and Installed by Contractor 5NW Sanitary Napkin Waste Receptacle PIN Finish SQ Square FIO Furnished and Installed by owner 55 SST Service Sink Stainless Steel FIT Furnished and Installed by Tenant 5T Stone FL FLASH Floor Flashing STC Sound -Transmission Class 0) FLOUR Fluorescent SIP 5% Standard Steel 3: FM From/Factory Mutual Research (�5 Corporation SUBFL 8ubflogo6 Oj FOD Face Of Brick SURF Surface FOG Face of Concrete 5U5P Sus ended U FOF Face of Finish SYM Symmetrical FDIC Furnished by Owner installed by Contractor _05 FTIC Furnished by Tenant Installed by Contractor FOIV Furnished by owner Installed by Vendor T Top/TNreshold/Tread/Toilet O FOM Face of Masonry T48 T 4 Bottom OP 4 F05 Face of Studs T4G Tongue 4 Groove FP Ftr roof(I ) 18 Towel Dar/Tack Board FIR Freezer/Fire Restardant TCC Top of Curb/Top of Concrete PS Full-Size/Floor Sink TV Towel Dispenser Od FT Foot or Feet TDW towel Dispenser 4 Waste CD FTG l o FURN Purnacee/Purnlsh TEMP Temp ed/Temporary/Temperature / TER Terrazzo T FURR tuts TF Top of Footing :5 FILP Flat Wall Paint TG Tempered Glass PEI THK Thick THR Threshold G Gas TOP Top of Deck GA Gauge TOIL toilet Q1 GALv Galvanized TOL Tolerance GB Grab Dar TOP Top of Pavement GC General Contractor T05 Top of Steel W GP Garbage Disposal TOW Top of Wall GPRC Glass Fiber Reinforced Concrete TPD Toilet Paper Dispenser GFRG Glass Fiber Reinforced Gypsum TYP Typical GFRP Glass Fiber Reinforced Plaster GL Glass/Glazing/Glazed O 0 GLAM Glue -Laminated Wood UBC Uniform Building Code GW13 Gypsum Wallboard Ur_ Under Counter/Undercut GYP Gypsum UNFIN Unfinished UNO Unless Noted Otherwise � UR UTIIL Utllty NB Hoge Bldh v WHa low� --' HCW Hot andWood HPBP Hardboard VAR variable/Varmish/Varles HDNR Hardener VCT Vinyl -Composition Tile Q HDR Header Vr"T Vertical O HDWD Hardwood V.IP. Verfiy In Field HDWE Hardware VOL volume a- HM Hollow Metal VP Veneer Plaster HORIz Horizontal VT Vinyl Tile O +, HP Horsepower/High Point/Heat Rump VWC Vinyl Wall Covering d HR Hour/Handrall Uj HT Height HTG atinger W WestAllater/Clothes WasherAU4TT Without t PWR Hot Water Return Ulf With I I WAIN Wainscot z WC Water Closet W ID Inside Diameter/Inslde Dlmenslon WD Wood IE Invert Elevation WDW Window IG Insulating Glass lit= Wide Flange jIND Indicated WG Wire Giass/W1re Gauge INSP Inspection WH Water Heater, IN5T Installation WP Work Point/Waterproof INSUL Insulation WR Waste Receptacle INT Interior WT Weight Symbols REVISION REFERENCE ENLARGED PLAN ROOM IDENTIFICATION 5YM50L DOOR/SHUTTER SYMBOL WALL TYPE REVISION SYMBOL'S PROPERTY L INE FINISHED ELEVATION EXISTING ELEVATION D IMEN51ON NOT TO SCALE ELEVATION MARKER OR WORK/CONTROL MINOR ELEVATION MARKER MATCH LINE NORTH ARROW COLUMN OR GRID LINE DETAIL REFERENCE WALL SECTION REFERENCE MINOR SECTION REFERENCE INTERIOR ELEVATION REFERENCE 3 IREV15ION E3 NUMBER ENLARGED PLAN 3 REFERENCE l A-2 SHEET NUMBER OFFICE ROOM NAME 101 ROOM NUMBER FLOOR NUMBER 201 POOR NUMBER [62] REFERENCE NUMBER A ADDENDUM OR BULLETIN NO. BEST BUY REVISION DIRECTED A �>00�<Xxx BY ARCHITECTURE 5E5T BUY REVISION DIRECTED A/I �>00�0<xx BY VISUAL MERCHANDISING (E_5E5T BUY REVISION DRIVEN BY xxxxxx A CORRECTION OR CLARIFICATION BEST BUY DIRECTED BY XX XXX CITE SPECIFIC ISSUES REVISION LOG NUMBER +138.12' +(o9.25' oR +54.1 1(E ) 011 S) SHADED PORTION 15 SIDE CONSIDERED PROJECT NORTH GRID LINE LINE BETWEEN ,A.2 GRID OR COLUMN LINES _ GRID L INE DETAIL 1 REFERENCE NUMBER A-10 SHEET NUMBER SECTION NUMBER 1 A-lo SHEET NUMBER SECTION NUMBER 1 A-10 SHEET NUMBER E VAT i ON MBER EFT NUMBER EXTERIOR ELEVATION ELEVATION 1 NUMBER REFERENCE A-10 SHEET NUMBER General Notes I THESE DRAWINGS ARE THE PROPERTY OF BEST BUY CORP. NO CHANGES TO THESE DOCUMENTS, EITHER IN WHOLE OR IN PART, MAY BE MADE WITHOUT THE KNOWLEDGE AND KITTEN CONSENT OF THE INDIVIDUAL W1405E NAME AND SIGNATURE APPEARS UPON THE DOCUMENTS. 2 WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS AND ALL STATE AND FEDERALLY MANDATED REQUIREMENTS IN EFFECT AT THE TIME OF SUBMITTAL FOR BUILDING PERMITS. 3 THESE DRAWINGS DO NOT CONTAIN INFORMATION WITH REGARD TO CONSTRUCTION SAFETY PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH STATE AND/OR FEDERAL CONSTRUCTION SAFETY GUIDELINES. 4 THE OWNER SHALL PAY ALL APPLICABLE ENVIRONMENTAL UTILITIES FEES AT BUILDING PERMIT ISSUANCE. 5 GENERAL CONTRACTOR TO THOROUGHLY REVIEW THESE PLANS, VISIT THE SITE, VERIFY ALL DIMENSIONS BEFORE SUBMITTING A BID, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 6 ITEMS SHOWN AS N.I.C. ON PLANS MAY REQUIRE SEPARATE SUBMITTALS, APPROVALS AND PERMITS. INSTALLING CONTRACTOR(S) ARE RESPONSIBLE FOR OBTAINING EACH REQUIRED PERMIT. 1 ALL TENANT SIGNAGE SHOWN IS NOT A PART OF THIS WORK (KI.C.). 8 PERMIT FOR TENTANT SIGNAGE BY OWNER FOLLOWING ITEMS INCLUDED TO THE DEFERRED SUBMITTAL: I. EXTERIOR SIGN, 2, SPRINKLER SYSTEM, 3. SECURITY AND FIRE ALARM SYSTEMS, 4. HIGH -PILED STOCK PLAN ALL DEFERRED SUBMITTAL ITEMS SHALL FIRST BE SUBMITTED TO PROJECT ARCHITECT FOR REVIEW AND COORDINATION. SUBMITTAL SHALL INCLUDE A LETTER THAT THI5 REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED, ALL PLANS AND CALCULATIONS FOR DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE (WITH REGARD TO GEOMETRY, LOAD CONDITIONS, ETC) WITH NO EXCEPTION. 9 ALL EXISTING FIRE LANES TO BE MAINTAINED. 10 ALL EXISTING PUBLIC UTILITY PARKING, CRO55 ACCESS, ELECTRIC EASEMENTS, ECT. SHALL BE CONFIRMED AND MAINTAINED. 11 VERIFY MINIMUM SLOPE TO DRAIN AS INDICATED ON THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE, ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. 12 VERIFY IN FIELD, ELEVATIONS, FLOW LINES, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH 51TE IMPROVEMENTS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES ARE TO BE CALLED TO THE ATTENTION OF THE ARCHITECT AND CIVIL ENGINEER BEFORE PROCEEDING WITH ANY WORK. 13 PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ALL BUILDINGS WITHOUT PONDING OF WATER ADJACENT TO BUILDINGS OR ON PAVEMENTS. DRAINAGE OF PAVED AND LANDSCAPED AREAS TO BE A MINIMUM OF 1%, UNLESS OTHERWISE NOTED. MAXIMUM CROSS SLOPE AT ALL WALKS SHALL BE 2% FOR DISABLED ACCESS. 14 ALL EARTH WORK TO BE PERFORMED UNDER THE OBSERVATION OF THE SOILS ENGINEER IN ACCORDANCE WITH RECOMMENDATIONS OF THE SOILS REPORT TO ASSURE PROPER 51TE PREPARATION, SELECTION OF SATISFACTORY FILL MATERIALS, AND PLACEMENT AND COMPACTION OF THE FILLS. 15 THE SOILS REPORT PREPARED FOR THIS PROJECT BY PSI, INC. (ORI_ANDO, FL) SHALL BE MADE AVAILABLE TO ALL BIDDERS BY OWNER 16 THE SOIL ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION PER SOIL REPORT RECOMMENDATIONS. INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. 11 REPAIR EXISTING PUBLIC FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF THE CITY OF SANFORD, FL. 16 ALL BUILDING HEIGHTS AND ELEVATIONS SHALL BE MEASURED FROM FINISH FLOOR UNLESS OTHERWISE NOTED, 19 ENSURE ALL FINISH MATERIALS WILL 13E FLUSH WITH ADJACENT SURFACES AND JOINTS, (EXCEPT WHERE INDICATED OTHERWISE). 20 PAINT ALL EXPOSED FLASHING AND EXPOSED METAL TO MATCH ADJACENT FINISH. 21 PRIOR TO THE ISSUANCE OF A BUILDING PERMIT ALL APPLICABLE FEES SHALL BE PAID. THESE FEES SHALL INCLUDE, BUT NOT BE LIMITED TO, TH05E FEES REQUIRED BY CITY ORDINANCES SUCH A$ TRAFFIC IMPACT FEES, NOISE FEES, PUBLIC FACILITIES FEES, FIRE IMPACT FEES, AND REGIONAL TRANSPORTATION IMPACT FEES. 22 DURING CONSTRUCTION, ACCESS SHALL BE PROVIDED TO ALL AREAS OF THE SITE COMPLETELY AROUND STRUCTURES. THE ACCESS ROAD SHALL BE 20 FEET WIDE COMPACTED 959a PAVED ROADWAY OR EQUIVALENT. EXCEPTIONS TO BE VERIFIED BY BEST BUY CONTACT. 23 PROVIDE CONTAINER FOR ALL CONSTRUCTION DEBRIS, TRASH AND MATERIALS ON -SITE UNTIL DISPOSAL OFF -SITE CAN BE ARRANGED. REFER TO SPECIFICATION GENERAL CONDITIONS. 24 ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. LOCATED IN RATED PARTITIONS SHALL BE BACKED WITH DRYWALL AS REQUIRED TO MAINTAIN RATING. CONTRACTOR TO VERIFY WALL THICKNESS REQUIRED FOR ALL ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. 24 PROVIDE DOUBLE STUDS, BLOCKING, BRACING AND BACK-UP PLATES WHERE REQUIRED TO SUPPORT EQUIPMENT, MISCELLANEOUS ITEMS, I.E., TYPICAL CASEWORK, CABINETS, GRAB BARS, TOILET ACCESSORIES, FIXTURES, SIGNS, HAND RAILING, ETC. 25 ALL COLUMN LINES SHOWN ON FLOOR PLANS WILL HAVE COLUMN LINE INDICATOR BUBBLES SHOWN ON THEM. THESE BURBLES ARE FOR REFERENCE ONLY. THE COLUMNS ARE NUMBERED ON THE STRUCTURAL DRAWINGS. 26 DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER'S REPRESENTATIVE BEFORE CONTINUING WITH CONSTRUCTION. 21 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE ALL TRADES. 20 CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS AND DIMENSIONS AND REQUIRED CLEARANCES OF ALL EQUIPMENT (REFER TO DRAWINGS, SPECIFICATIONS, AND EQUIPMENT MANUALS 4 CUT SHEETS). 29 ALL SYMBOLS, ABBREVIATIONS, AND NOTES MAWED "TYPICAL" OR "TYP." SHALL APPLY IN ALL SIMILAR CIRCUMSTANCES, UNLESS OTHERWISE NOTED. 30 STRUCTURAL ENGINEER TO SUBMIT SEISMIC ZONE AND STRUCTURAL DRAWING CALCULATIONS TO THE BUILDING DEPARTMENT. STRUCTURAL ENGINEER TO CONFIRM REQUIREMENT FOR SUBMITTING 5EIMIC CALCULATIONS FOR STORE FIXTURES. Applicable Codes ZONING MUNICIPALITY.................................................................CITY OF $ANFORD BUILDING DEPT 300 NORTH PARK AVE. SANFORD, FL 32111 GROSS SITE AREA....................................„.,,„.............6.4 ACRES OCCUPANCY CLA551FIC/ATION................................M, MERCANTILE BUILDING CODE.............................................................2001 FLORIDA BUILDING CODE W/ 2002 REVISIONS MECHANICAL CODE....................................................2001 FLORIDA MECHANICAL CODE W/ 2002 REVISIONS PLUMBING CODE ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,2001 FLORIDA PLUMBING CODE W/ 2002 REVISIONS ELECTRICALCODE......................................................2002 NEC FIRE PREVENTION CODE...........................................2001 FLORIDA FIRE PREVENTION CODE W/ 2002 REVISIONS ENERGY CODE................................................................FLORIDA ENERGY CODE ACCESSIBILITY CODE/LAWS....................................FLORIDA ACCESSIBILITY CODE / ADA BUILDING DATA CONSTRUCTION CLASSIFICATION,,,,,,,,,,,,,,,,,,,,,,,,,,,,TYPE IV, UNPROTECTED BUILDING 15 FULLY SPRINKLERED WIND ZONE........................................................................125 MPH, EXPOSURE B BUILDING ALLOWABLE AREA.................................UNLIMITED PER 503.4.1 BUILDING IS FULLY 5PRINKLERED BUILDING IS SURROUNDED BY A PERMANENT OPEN SPACE OF NOT LE56 THAN 60'. BUILDING ACTUAL AREA...........................................30,264 SF BUILDING ALLOWABLE HEIGHT..............................ONE STORY OCCUPANCY - EGRESS SECTION 1003.1, TABLE 1003.1 MERCANTILE, SALES FLOOR..............................................................„............25,984 SF 30 866 OCC. MERCANTILE, RECEIVING/STOCK.................................................................... 3,215 SP 3,00 10 OCC, MERCANTILE, INSTALLATION SERVICES CENTER 1,065 5F 30 3 OCC. TOTALOCCUPANCY........................................................................................... .30,264 5F L319 OCC. EXIT CAPACITY SECTION 1003.1, TABLE 1003.1 NUMBER OF EXITS REQUIRED (PER SECTION 100422) ................... 3, OCCUPANCY LOAD = 501 -1,003 NUMBEROF EXITS PROVIDED...................................................................... 5 EGRE66 WIDTH REQUIRED (PER SECTION 1003.1).................................a19 OCC. X 2" -- 116" EGRESSWIDTH PROVIDED..............................................................................231" PLUMBING FIXTURES REQUIRED TOTALOCCUPANCY............................................................................................. 819 MALE/ FEMALE RATIO........................................................................................ 50% MALE, 5o. FEMALE MINIMUM FACILITIES REQUIRED MEN...............................................................................................................WATER CLO5ETS...................... 2 URINALS...................................1.1.1 LAVATORIES .............................. 2 WOMEN.........................„....,,.„,,.....,..,,...........„...................,.......,.,...............WATER CLOSETS „....................2 LAVATORIES .............................. 2 DRINKINGFOUNTAIN5....................................................................................................................................... I SERVICESINKS .........................................................................„......,..,,,,,.........„..,.,..„..............................„.....I FACILITIES F ROVIDED MEN.............................................................................................................. WATER CLOSETS,,......,..,,,.,,....,, 2 URINALS....................................... I LAVATORIES ............................... 2 WOMEN.........................................................................................................WATER CLOSETS ...................... 3 LAVATORIE5............................. . 2 DRINKINGFOUNTAINS.........................................................................................................................„............2 SERVICESINKS................................................................................................................................................. .I Fire Department Notes I. THE SPRINKLER. CONTRACTOR SHALL CONFIRM ALL FLOW TEST INFORMATION WITH THE LOCAL FIRE DEPARTMENT OR WATER DEPARTMENT. 2. THE APPROVED ADDRESS NUMBER SHALL BE PLACED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE ADDRESS NUMBER SHALL BE CONTRASTING IN COLOR WITH ITS BACKGROUND. REAR OUTSIDE DOORS TO TENANT SPACES $HALL INCLUDE THE INSTALLATION OF NUMERICAL ADDRESS NUMBERS CORRESPONDING TO ADDRESSING LOCATED ON THE FRONT OF THE BUILDING. CONFIRM WITH LOCAL BUILDING AND FIRE DEPARTMENT5. 3. PROVIDE HINGED, RECESSED KEY BOXES BY KNOX COMPANY (800-552-56(09) "KNOX-BOX #3211" BLACK FURNISHED AND INSTALLED ON THE OUTSIDE OF THE BUILDING, FLUSH MOUNTED AT THE FRONT ENTRANCE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. COORDINATE LOCATION IN FIELD WITH SANFORD FIRE DEPARTMENT. 4. FIRE APPARATUS ROADWAY$ MU5T BE INSTALLED AND FIRE HYDRANTS IN SERVICE PRIOR TO THE COMMENCEMENT OF COMBUSTIBLE CONSTRUCTION, 5. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE BE ELECTRONICALLY SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY REMOTE STATION SERVICE A LOCAL ALARM WILL PROVIDE AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. (APPROVED BY THE FIRE DEPARTMENT). 6. ALL FIRE SPRINKLER SYSTEM CONTROL VALVES SHALL BE PADLOCKED IN THE OPEN POSTION TO PREVENT ACCIDENTAL SYSTEM SHUTDOWN. 1. A MAXIMUM OCCUPANT LOAD SIGN SHALL BE POSTED IN THE BUILDING AS REQUIRED BY LOCAL FIRE MARSHALL. 8. DEVELOPER SHALL SECURE ALL FIRE DEPARTMENT PERMITS AND ACCEPTANCE OF INSTALLED LIFE SAFETY SYSTEM($), FIRE PROTECTION, AND FIRE ALARM PRIOR TO BEST BUY OCCUPYING THE BUILDING. 9. A MINIMUM OF ONE 2AI05C CLA651FACTION FIRE EXTINGUISHER SHALL BE PRIOVIDED FOR EVERY 3000 S.F. AND PLACED NOT TO EXCEED 1V TRAVEL DISTANCE, MOUNTING REQUIREMENTS AND LOCATIONS SHALL BE COORDINATED AND ARE SUBJECT TO FIER DEPARTMENT APPROVAL. 10. A HIGH PIED STOCK PLAN 15 REQUIRED TO BE SUBMITTED PRIOR TO STOCKING OF MERCHANDISE- INA, IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxid hersohmanarohltects.com 50. FT. CAL.CS Ri=TAIL: 2 E-� 9a4 5F STAGING: 3 21 �> 5F INSTALL.: 10(0r:;) SP TOTAL: 502ro4 5F CONCEPT: 30< <0F1 CONCEPT DATE: 05 = 0&o 04 G.O.-21 FIXTURE REL. 12=11=0-4 FINAL REL, 02=11=05 H Z SCALE: AS NOTED SYMBOLS/ ABBREVIATIONS 4 r 1 I I N 40 0 20 40 80 GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. Q 06 n LLI N I-- I � � v W LC 0- CL W 0 r- CD d I ICL I.l. O O (�0I 0 D �mI O 01 0 2 w Y R/W PER B. 9, PG. 27 701 PROPOSED E S MINOLE COUNTY CONCRETE CURB CUT RAMP ELECTRIC JUNCTION BOX a w w zz u5m N89°55'24"W 223.50' OWNER: C/O SEMINOLE FARMS TRUST IV ADDRESS: 13II SECOND STREET SANFORD, FL. 32771 PARCEL No. 28-19-30-506-0000-041A SELLER -12' PEPETUALSEMINOLE COUNTY R/W MT. MAP BOOK 1, PAGE 107 L AND 1.23 AC.f OWNER: C/O SEMINOLE FARMS TRUST IV ADDRESS: P.O. BOX 1449 ADDITIONAL SANFORD, FL. 32772 PER 4•"• PARCEL No. 28-19-30-506-0000-0410 7. PG. 1430 W W oa VIAL -HART 0 S E Si", [L.P. SS: 1301 S.E. THiTHE F�N?ONVILL E, AR. 726 oa- l o- 3n_ tinR_n nn. / / R SITE LOCATION THE SITE IS LOCATED AT THE NORTHEAST CORNER OF RINEHART ROAD AND WILSON AVENUE, NEXT TO THE WAL-MART SUPERCENTER, IN THE CITY OF SANFORD, FL. SITE ADDRESS: 1501 N. RINEHART ROAD SANFORD, FLORIDA PARCEL I.D. NUMBER: 28-19-30-506-0000-0410 TOTAL SITE ACREAGE: 6.40 ± BUILDING AREA: 30,767 S.F. MAX BUILDING HEIGHT: 35' SOILS TYPE: PER SCS (SEE PLAN SHEET C-5 FOR SOIL TYPE APPROXIMATE LOCATION) 100 YEAR FLOOD ELEVATION: SITE IS WITHIN FLOOD ZONE A (PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12117 C 0040 E, DATED APRIL 17, 1995) WELLFIELD PROTECTION ZONE: SITE IS NOT LOCATED WITHIN A PROTECTION ZONE. WETLANDS: REFER TO CPH ENGINEERS, INC. SURVEY, SHEET 2 RESOURCE PROTECTION AREA: BUILDING SETBACKS: REQUIRED MINIMUM EXTERIOR PD BUILDING SETBACKS FRONT: 25' SIDE: 10' REAR: 20' PROPOSED BUILDING SETBACKS: SIGN FRONT: 340.5' SIDE: 56.1' Y i (PRIVATE ROAD) --X__ % A° REAR: 31.2' PC ° CLEA EXISTING USE: VACANT En r/ PROPOSED USE: COMMERCIAL RETAIL i.... PED RING ' EXISTING ZONING: Al (AGRICULTURAL) SIGN �' ...:... :... �. NO CARS - pP ... RE LAI W ~` L E G E N D SIGN SIN �L \ METER �' `eN LIO n �... (s) p' U^ b O, �' STOP SIGN (R1-1) C ... F' � G� YELLOW PAINTED TRAFFIC ARROW (HOLLOW) 10 (s) ° 24" WHITE THERMOPLASTIC STOP BAR ECLAIM WA R \ TUB I : ` `" HEAVY DUTY ASPHALT X IbPJ'` ATE 10 °D 2 .o'".'::;? O UND SEE SHEET C-X FOR PAVEMENT MATERIALS 10 .. C o. METER I 9.0' ELE IC a (S) JUN lnal a K 2 I C PIPE I + . ..'. UNI 10no .. 18.0' rn 10 ice.' o ... .' \ X _ N I (s) M 1 2 �/fJ .... .. 4�. OL, OLU `vim ZZ 2 o G 10 10 0 �2 PROPOSED BOC 9.0' O O I SWSL\4" OWI ER: C/0 SEMINOLE FARMS TRUST IV 4 � L12 o a ADDRESS: P.O. BOX 1449 _ �� .............. .SANFORD, FL. 32772 b -� < G v ...... ..\ PA 1EL r1o. 28-19-30-506-0000-0410 J (S) (S) U, 3 9 S O /\ i11Ea1 J I O O I <No .�rZL­ .....6L31 L30 PROPOSED RETAINING WA . -...... '...12 0.." t. 5.0''::.'.':.: 10 :0' ..........:.:... .. \ t R20' ::'.h :1'.'.:':.'.'.'.'. :'. 3B.42 10 11 "T .^9. 0 '. 10 12.0' PROPOSED CONTINUATION OF PROPOSED 24" PAINTED STOP BAR (TYP.) N O SEMINOLE COUNTY TRAIL - L13 a o 0 0 11 o 0 0 ® p' . .', O PROPOSED 5' CONC. WALK�10.0, 10.0' b N n PROPOSED LANDSCAPE PLANTER AREA O 10 (S'� �_ T I PLATTED J .32.2' I I I LIMIT O °d 10 15.0' ':.................. 45 MPH C ..:' .. PROPOSED PEDESTRIAN CROSSWALK PROPOSED 5' CONC. WALK �•< STRIPING 12" @ 3' O.C. (TYP.) L14 RT (TYP.) -� �10.01 b e ® ....... .'.j..'. ' v G ......�. : ' ' 10 O o 10 (S) :....:.....:. P.I.B. `� PROPOSED BOLLARD; TYP. RE. ARCH PLANS FOR DETAILS ....:. . 30.0' 30,767 SF :.�.�...... N 10 F.F. ELEV = 47.00 :..'::. 09>27" (L PROPOSED LANDSCAPE PLANTER AREA La:•:•:•:•:•:• L=7.19' L15 o a R10' (TYP.) 55'_ PROPOSED BOLLARD (TYP.) ___,z 25.01 CH=7 1R-26169' N RE. ARCH PLANS FOR DETAILS 1310C CB= 0909'05"E ' :..................... :.'.' 12.0' 12.0' PER PROPOSED CONC. WHEEL STOP (TYP.) O 10 (S) SEE DETAIL SHEET C X.....:...................... .'.•.:.:.:.:.:.:.:.:.:.:.: .. .'' ..................... PAF <ING cD I o off'. q/. (S) � .. . / S V Il o ......... i t .. 411 1 ... ...... ...... .......... :...:.'...'..' L1... .. .... .... ... .... . 0 �.. v :. PROPOSED M E ....... N ONUM NT SIGN .. ...... ----c;; ® R25' 340.5' 185.0' y� PROPOSED VERSA-LOK RETAINING WALL J ` SEE SHEET C-11 FOR DETAILS I >o Ez C4 D � I � x .�4 EXISTING 75 L.F. -- 30" S"I`EEL CASING W/ .312" WALL THICKNESS @ F.L. ELEV. 34.60 FOR FUTURE WATER LINE EXTENSION RECLAIM WA 90 METER ITE SENN 1 )P 0.F PK NAIL I"' 1NVCUR 318� ZONED: A-1 STORM WATER AREA 353.3' PROPOSED ZONING: PD (PLANNED DEVELOPMENT) FUTURE LAND USE DESIGNATION: SUBJECT SITE WIC (WESTSIDE INDUSTRY AND COMMERCE) LAND COVERAGE PROPOSED: PERVIOUS 60,339.04 S.F. (21.6%) IMPERVIOUS 218,539.43 S.F. (78.4 %) PROPOSED OPEN SPACE: 27.0% LANDSCAPE BUFFERS REQUIRED: MINIMUM PUBLIC ROADWAY BUFFER: 25' MINIMUM EXTERIOR PD SIDE BUFFER: 10' MINIMUM EXTERIOR PD REAR BUFFER: 10' MINIMUN INTERIOR PROPERTY LINE BUFFER: 5' PARKING: PARKING REQUIRED BY CITY OF SANFORD: 1 SPACE/200 S.F. GFA 30,767 S.F./ 200 S.F. = 154 SPACES PARKING PROVIDED: 10'x20' STD SPACE = 167 SPACES 12'x20' HC SPACE = 6 SPACES 9'xl8' STD SPACE = 141 SPACES TOTAL PROVIDED: 314 SPACES PARKING RATIO: 10 SPACE/1,000 S.F. GFA EXISTING EASEMENTS ARE SHOWN ON THE PLANS. PER THE CITY UTILITY DEPARTMENT, THE SITE WILL UTILIZE POTABLE WATER FROM THE CITY OF SANFORD THROUGH AN 8" WATER LINE ON THE EAST SIDE OF RINEHART ROAD. PER THE CITY UTILITY DEPARTMENT, THERE IS CURRENTLY A 8" SAN SEWER STUB -OUT LOCATED ON THE NORTH SIDE OF THE PROPERTY. CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING Cl 34.58 22.00 90'02'56" 22.00 31.13 S45'05'29"W C2 31.91 75.00 24'22'32" 75.00 31.67 N77'55'41"E C3 31.22 75.00 23'50'56" 75.00 30.99 N53'48'57"E C4 36.58 41.00 51'07'12" 41.00 35.38 N25'26'39"W C5 23.87 100.00 13'40'42" 100.00 23.82 1 S44'09'54"E LINE TABLE LINE LENGTH BEARING L1 57.50' S89'53'03"E L2 263.03' S89'53'03"E L3 269.11' S89'53'03"E L4 64.00' S00'04'01 "W L5 64.00' S00'04'01"W L6 71.50' S00'04'01"W L7 60.00' S00104'01"W L8 67.50' S00'04'01 "W L9 37.98' S00°04'01 "W L10 217.56' S89'53'03"E L11 239.52' S89'53'03"E L12 239.47' S89°53'03"E L13 253.20' S89'53'03"E L14 253.13' S89'53'03"E L15 253.08' S89'53'03"E L16 64.00' S00'06'57"W L17 64.00 300'06'57"W 1_18 71.50' S00'06'57"W LINE TABLE LINE LENGTH BEARING L19 15.94' 300'06'57"W L20 40.63' S19'42'38"E L21 5.83' S00'06'57"W L22 67.50' S00'06'57"W L23 60.00' 300'06'57"W L24 32.27' N38'59'45"E L25 13.09' N37°19'33"W L26 25.88' S51°00'15"E L27 75.85' S51'00'15"E L28 78.24' S51'00'15"E L29 130.21' S51'00'15"E L30 207.95' S89'53'03"E L31 26.41' N89'53'03'W L32 21.64' S24'15'35"E L33 75.1 V S00'06'57"W L34 37.68' N38'59'45"E L35 76.03' 341'53'29"W L36 4.78' 389'53'03"E L37 27.34' S51'00'15"E L38 184.59' S00'06'57"W L IRRIGATION CONTROL VALVE (TYP) 26 Q,24 C�4. CLI" x SITE BENCH MARK 2: TOP OF PK NAIL & DISK IN BASE OF 25" OAK ELEV = 45.12 F'ND 4"x4" C.M. P.R.M. #2856 � M �w 4 o� N M � U � M Cl � o�w .. g C W PLt �_4 U) U bo �. N M .V al FL M U Ci o 4 P. �w a 3 Ln d� u ® } N C Q a ❑ y C O ai V (n ❑ Z C -� d LL. N O 'a d O CL a © 0 M ❑ < 1� ® 1� < 1` a P Z ti M 0 mV Z LLI LLI Z Z '7 A 0 0 o, v 4) $ O rm u a � d � u Z 0 [� u Z C C Li W s Qd U w C 41 CLI Rj Q� I CD CD CL1 0 5 m CD Q I 75 O c d M I m CD CD 1-11 �4 n� i O (-V-- d z In nj -p IZ O L d o� Q z 1— z - W U U U c> I� . 32' -011 I 32' -011 I 32' -011 ie r------ i f_____ .IL J _'I now W EGRE55 INA, IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxfO herschmanarchitects.00m 50. FT. CALC5 RI TAIL: 2 '�)c54 5F STAGING: 2_ 1 5 5F INSTALL: 10ro 5 SF ETOTAL: 30 2r,,4 5F CONCEPT: 50< <OF CONCEPT DATE: 05 =0& =0.4 G.O.-21 FIXTURE REL. 12 =11= 04 C.O.-13 FINAL REL. 02=11=05 SCALE: 1 /8'S - 1 S-0" EXIT & EGRESS PLAN O E d d- d- • I 0 0 N 0 (u m 75 0 Q I 73 O 4- c d I 0 Pa +' QJ Pq O 4- c d vi P a O n d o� Q / z w U :q A SLOPE COMPACTOR PAD FOR DRAINAGE. PAD TO BE MIN. 12" BFF BOLLARD TYPE 'C' RE: 5/A-11 (TYR) 311-011 32'-0" 26'-2 3/8" 40 - Q = i0 93. iOeD b 0 PROVIDE YELLOW FAINT - STRIPING TO DESIG ATE F10 = 44" CLEAR EXIT A A x FIO MAINTAIN MIN. 10'-0" � x �"- FLAT AREA WITH I/8" m U (DOCK SLOPE TO TRENCH DRY - LEVELER lU I 0 0 to RECEIVING r Ti 8 F6 x PO I o LEVELER - TRENCH DRAIN RE: 14/A-13 x � MOUNT 4'x8'x3/4" PLYWOOD (2) FIO SHEETS THICK FOR PHONE F11 COMPANY TERMINATION BX. O 6-6 1 I LSTO r LS TRUCK 4 4 A-14 A-14 _ 112A m 4 A-6 1 I \ A-9 I><� IEI I I 158'-0" A-11 I I a I 12' -011 = BOLLARD TYPE 'E3' RE: 5/A-11 (TYP.) I = I I ONG. RETAINING WAL 2 0 WITH CHAIN LINK FENCE9 A - 6 = I N I A-13 I 6 cn 0 A-1.1 1 J 13 I / 3'-411 3'1111, 101_011 '-0" 10'-011 6'-311 \` A-9.1 A-1.1 ( X// M.o. M.O. M.O. i I ONI> dVc ON I I I I I I I I L---------- J L- - I I + I I I JANITOR I I I I ® r V I SALES DEV.ELK] I I I I ' - MENS HU Ill UJOM�NS "—`j I L__J I� I I I I I � 10 i I I THESE PARTITIONS TO HAVE A ONE -HOUR FIRE CONOR OR IRATING01 -- — — — — — — — — — — — —------------------� 7— m DE#GK BOTTOMIT �O 8'i011 AFF. I I I r I I I y— i I m 1 I I MOUNT TOP OF (2) 4'x8'x3/4" SHEET 1 OF YWOOD a 8'-411 AFF. IN$ALLIED DURING FIXTURING. A-9 C�QRDINATE LOCATION WITH SIM. FIXTURE CONTRACTOR I I I El SQUARE TUBE Fli COLUMNS PAINT I I PT -I. SEE SPEC. ALE®RE I I I A-7 2 3 A-7 A-7 I 4 I A-7 I I i I I I I I 0 MOUNT TOP OF (2) 4'x8'x3/4" SHEETS OF E�LYWOOD iD 8'-4" AFF. 21 INSTALLED DURING FIXTURING. I COORDINATE LOCATION WITH 1 A-1.1 FIXTPRE CONTRACTOR. � / --------------------------------- ---- --- '-- — — — — — — — — — — — — -- — — — — — — ---------------------------- ----°I �--- CORNER GI�ARDS ALL \� I � UNF'ROTE C, 0 OUTSIDE: CORNERS - RE:: 6/A-131(TYP) I I I ;` ADMI ® ICE I i I I I I LINE OF SOFFIT ABOVE, I I Q I I I I I I 2 I LE ICE FII CCO ®OM ELEC®CAL FII SST 1 ® I I I A-9.1 ----- ---------- -- ------_____----- -— — — — — — — — — — — — -----J� -- -- \7- -— -- I EI I EI 7 O O O O O 8" GONG. CURES AT LINE OF SOFFIT THRESHOLD TYP. WEDGE BASE ONLY. - ABOVE. ALL EXT. DOORS. 1 32'-0" 10'-1011 \----------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------- o 1 2 2 1 2 3 1 A-9 A-9 A-8 A-6 A-8 A-8 A-9 WALL- TTPr= - L_EGEN�)= (11-14-03) SEE SHEET A-1 FOR GENERAL NOTES SEE SHEET A-2 FOR CEILING HEIGHTS SEE SPECIFICATIONS FOR STUD SPACING TYPICAL EXTERIOR WALL CONSTRUCTION: 12" EXPOSED CONCRETE BLOCK WALL CORE FILLED WITH INSULATION. SEE 5PEC5 FOR FINISH SYSTEM. S1 6" STEEL STUDS a 16" O.C. EXTEND TO UNDERSIDE OF ROOF DECK S2 3 5/8" STEEL STUDS TO V-&" AFF. OR (o" ABOVE CEILING HEIGHT. cJ3 3 5/5" STEEL STUDS TO il'-9" A.F.F. :5:4] 3 5/S" STEEL STUDS TO V-0" A.F.F. 55 6" STEEL STUDS a 16" O.C. EXTEND TO UNDERSIDE OF ROOF DECK THIS PARTITION T HAVE A ONE -HOUR FIRE RATING. ALL PENETRATIONS ARE TO BE SEALED A5 REQUIRED TO ACHEIVE ONE -HOUR RATING (U.L. DESIGN N-465). 5/0" TYPE "X" GYP. BD. ON STAGGERED 5(0 6" STUDS W/ WIRE MESH ON BOTH SIDES TO UNDER SIDE OF ROOF DECK. SOUND INSULATION FROM FINISHED FLOOR TO UNDERSIDE OF ROOF DECK �1 5/S" TYPE 'X' GYP. BD. TO UNDERSIDE OF ROOF DECK :F:2 5/S" TYPE 'X' GYP. BD. TO 6" ABOVE CEILING HE IGHT. I`3 7/6" TYPE 'X' GYP. BD. TO TOP OF FRAMING. 5/8" GYP. BD. OVER 1/2" CDX PLYWOOD :F4] (FIRE TREATED AS REQUIRED BY CODE) TO 6" ABOVE CEILING HEIGHT. 1=5 1/2" CDX PLYWOOD (FIRE TREATED .45 REQUIRED BY CODE) TO V-O" AFF. :F:(01 3/4" CDX PLYWOOD (FIRE TREATED AS REQUIRED BY CODE) TO S'-0" AFF. (2) 3/4" CDX PLYWOOD (FIRE TREATED AS REQUIRED 5Y CODE) TO V-0" AFF. {+S 3/4" CDX PLYWOOD (FIRE TREATED AS REQUIRED BY CODE) TO UNDERSIDE OF ROOF DECK. FIB CEILING. INSULATION FROM FINISHED FLOOR TO CEILING. CHAINLINK FENCE TO S'-O" A.F.F. POSTS F10 e 10'-011 O.C. AT TWO LOCATIONS PROVIDE 3'-6" WIDE SWINGING GATE WITH PROVISIONS FOR 1/2" PAD LOCK. BBC TO PROVIDE LOCKS. �11 INTERIOR SIDE OF CMU TOOLED FOR FINISHED SURFACE TO ESE PAINTED. 112] 5/S" TYPE 'X' GYP. BD. TO ro" ABOVE CEILING OVER 1/2" PLYWOOD BACKING TO ATTACH WALL MOUNTED PARTITIONS. 3 PVC SHEET WAINSCOT TO 40" A.F.F. WITH A-6 :F:L11 'J' MOLDING. SEE SPEC. FOR EXACT COLOR AND MANUFACTURER. RE: 3/A-13 PLASTIC LAMINATE TOILET PARTITIONS AND PL2 VANITIES. 5EE SPEC. FOR EXACT COLOR AND MANUFACTURER PLASTIC LAMINATE CABINETS AND �- COUNTERTOPS IN HUB. SEE SPEC. FOR EXACT �^f J � .. I� �� •. �f ya C i y', I FA IN HERSCHMAN ARCHITECTS 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mailboxfd herschmanarchitects.com SQ. FT. CAL -CS, RETAIL: @ ,{ CC 215 �C�`t JP STAGING: INSTALL: TOTAL: 30 2&4 &1= CONCEPT: 30K KOP CONCEPT DATE: 05 - 0& - 04 G.O.-21 FIXTURE REL. 12-11-04 G.O.-13 FINAL REL. 02-11-05 COLOR AND MANUFACTURER. STORE NUMBER: GiENERAL NOTES &0a 1 SPRINKLER RISER TO BE IN RECEIVING. 2 ALL ROOM DIMENSIONS ARE INSIDE ® +� WALL CLEAR DIMENSIONS. 3 ALL FIXTURES WILL BE SUPPLIED d "s INSTALLED BY BEST BUY CO. 4 ALL FIXTURE BASES TO RECEIVE 4" VINYL BASE. SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. 5 IN SALES AREA ONLY, ALL WALLS NOT COVERED BY FIXTURES AND COLUMNS To RECEIVE 4" COVE VINYL. E3A5E. � 6 REFER TO ELECTRICAL DRAWINGS TO DETERMINE LOCATION OF UNDERFLOOR CONDUIT FOR ELECTRICAL AND LOW VOLTAGE. I INSTALL. VERTICAL EXPANSION JOINT MINIMAL AT COLUMN/ GRIP LINES AND AT Q v THE HEAD OF DOOR JAMBS/ OPENINGS. TO REDUCE STRESS CRACKING. CONFIRM I•— LL WITH STRUCTURAL NO CONTROL JOINT/EXPANSION JOINT im CMU WALL/JOIST GIRDER BEARING. KEEP AWAY V-6" MIN. q 8 INSTALL CORNER GUARDS ON ALL UNPROTECTED OUTSIDE CORNERS. qL 9 PROVIDE DEEP LEG TOP TRACK NOT FASTENED TO STUDS TO ALLOW FOR VERTICAL EXPANSION OF WALLS d ROOF STRUCTURE. ADDITIONALLY, PROVIDE VERTICAL EXPANSION JOINTS AS REQUIRED TO PREVENT CRACKS IN WALLS. 10 PROVIDE HORIZONTAL BRACING AT TOP OF WALLS AS NEEDED AT LOW PARTITION E31D/FEfRMIT WALLS THAT ARE FREE STANDING. ,ET 11 PROVIDE ADEQUATE 2X WOOD BLOCKING IN FIXTURES, PLUMBING ACCE55SORIE5, �-� - 2 -� - ELECTRIC WATER COOLER, MILLWORK, 04 ELECTRIC PANELS, ROOF ACCESS LADDER, ETC. 12 ROOF LADDER TO HAVE OSHA APPROVED �� V. D 4T� LADDER EXTENTION BEYOND ROOF LINE, p NO ROOF HATCH SHALL BE WITHIN 6'-0" OF OUTSIDE WALL. 13 EXTERIOR CMU IS TO ESE FINISHED USING 0 THE "EXTERIOR FINISH SYSTEM" IDENTIFIED IN SECTION 0-013 OF THE SPECIFICATIONS. - SCALE: 3/3211= V-011 FLOOR PLAN E d 00 O I d' 0 O (LJ o of 0) 75 I 0 I O d V) I oj O Cl1 pq W IZi J L�. O C d Ln (1) -I--> L (1) Q O o� d 0) Q / z w H J U I NA, IN -ERSCHMAN ARCHITECTS N C 0 R P 0 R A T E D 3 6 2 5 OMMERCE PARK LEVELAND, OHIO 1 4 1 2 2 )HONE 216-464-4144 _AX 216-464-6592 -MAIL: mailboxrd ierschmanarchi tects.com 5Q. FT. CALC5 RI=TAIL: 2E,98-4 5F STAGIW4: 3,21 5 51° INSTALL: 1,0& E 5F TOTAL: 30,2(o4 51° CONCI=PT: 30K KOf= CONCI=PT PATE: 05 - Oro - 0-4 G.O.-21 FIXTURE Rl=L. 12-11-04 G.O.-13 FINAL REL, 02-11-05 SCALE: AS NOTED ENLARGED FLOOR PLANS A-101 P E d 00 0 I 0 0 cU m 75 cu 0 Q I 75 O 4- c d 0 I m 0 Cl.l IA pq / J O d / vi Q1 Q1 Q O L G _-' d m Q / z w F--I J U / H A F,1E)UJA fPE 5 C N E ID U L E SEE C6-1 FOR CONTACT INFORMATION HARDWARE GROUP •1 HARDWARE GROUP 05 PBB-MAX NRP 4.e," SECURITY STUD HINGE 111/2 PR HINGES EXIT CONTROL DEvIcE 1 EA LCN THRIFTY CLOSER VON DUPRIN, CX9915 EO DELAY EGRESS PANIC ALARM WALL DOOR STOP VON DUPRIN, P5811 POWER SUPPLY I EA PULL HANDLE AND PLATE VON DUPRIN, ESIO5 POWER TRANSFORMER PUSH PLATE 20" x 1611 MEDECO RIM CYLINDER: BY BBC. INSTALLED BY GC 1 EA SILENCERS (INCLUDED IN FRAME) THRESHOLD I ST KICKPLATE 10" x 3411 SILL SWEEP I EA PROVIDE DOOR SIGN "MEN" OR "WOMEN" WEATHER-STRIP SET W/ DRIP CAP I EA HARDWARE GROUP 06 HINGES DOOR LATCH PROTECTOR I EA HARDWARE GROUP *2 PBB-MAX NRP 4.5" SECURITY STUD HINGE 111/2 PR SINGLE CYLINDER DEAD BOLT EXIT CONTROL DEVICE I EA MEDECO DII-0200G3626 VON DUPRIN, CX9915 EO DELAY EGRESS PANIC ALARM BY BBC, INSTALLED BY GC VON DUPRIN, P58-11 POWER SUPPLY I EA PULL HANDLE ( INSIDE) VON DUPRIN, E5105 POWER TRANSFORMER WALL STOP MEDECO MORT. CYLINDER BY BBC I EA HARDWARE GROUP #1 TO BE INSTALLED BY G.C. I EA HARDWARE BY DOOR SUPPLIER THRESHOLD SILL SWEEP I EA APPROVED VENDOR STANLEY AND HORTON. WEATHER-STRIP SET W/ DRIPCAP i ST SEE SPECIFICATION FOR DETAILS. DOOR VIEWER 1 EA HARDWARE GROUP *8 LCN THRIFTY CLOSER I EA KICKPLATE 10" x 3411 1 EA VISION PANEL (CENTERED) DOOR LATCH PROTECTOR I EA HARDWARE GROUP 09 A WA OU +3 H RD RE GR P HINGES 11/2 PBB-MAX NRP 4.5" SECURITY STUD HINGE 111/2 PR LOCKSET D-82 PD I KEYLOCK ENTRANCE HEAVY DUTY L-9453 I EA MEDECO CYL.: BY BBC 1 MEDECO MORT. CYL.: BY BBC I EA TO BE INSTALLED BY G.C. TO BE INSTALLED BY G.C. SILENCERS (INCLUDED IN FRAME) 3 CLOSER I EA 23" x 55" TEMPERED GLASS BY GLAZING CONTRACTOR THRESHOLD I EA CLOSERS 1 SILL SWEEP I EA KICKPLATE 10" x 34" 1 WEATHER-STRIP SET W/ DRIPGAP I ST SMOKE SEAL I 03-12-04 1 PR EA EA EA EA EA EA EA PR EA EA EA EA PR EA EA EA EA EA EA KICK PLATE 10" x 34 1 EA DOOR LATCH PROTECTOR I EA HARDWARE GROUP 1*11 HARDWARE GROUP 1*4 PADLOCK I EA HINGES 1''2 PR LOCKSET - D-SO I EA MEDECO CYL.: BY SBC, INSTALLED BY G.G. 1 EA LCN THRIFTY CLOSER 1 EA WALL DOOR STOP I EA DOOR VIEWER I EA SILENCERS (INCLUDED IN FRAME) 3 EA KICKPLATE 10" x 34" BOTH SIDES 2 EA HARDWARE GROUP 04A SAME A$ GROUP 1*4 EXCEPT PASSAGE SET DIO 4 NO VIEWER HARDWARE GROUP 045 SAME AS GROUP 04 EXCEPT PRIVACY LOCK P40 4 NO VIEWER PROVIDE DOOR SIGN "RESTROOM" HARDWARE GROUP 04C SAME A$ GROUP 04 EXCEPT ENTRANCE LOCK D53 MEDECO CYL.: BY BBC -INSTALLED BY G.C. VIEWER AT LP OFFICE ONLY HARDWARE GROUP 04D SAME AS GROUP 04 EXCEPT ENTRANCE LOCK D10 MEDECO CYL.: BY BBC -INSTALLED BY G.C. NO VIEWER HARDWARE NOTES: I. ALL LOCKSETS TO BE SCHLAGE. 2. HARDWARE FINISH TO BE 26D RHODE$. 3. ALL EXIT DOORS (HARDWARE GROUP 1,2) SHARE INSTALLATION RESPONSIBILITIES. GENERAL CONTRACTOR IS RESPONSIBLE TO MOUNT DEVICE ON THE POOR AND DRILL ALL RELATED HOLES FOR LOW VOLTAGE WIRING TO TAKE PLACE FOR LOADING DOCK DOOR REQUIREMENTS SEE SHEET E-8 FOR WIRING AND MOUNTING LOCATIONS PER DOOR TYPE. HARDWARE GROUP 012 HINGES 4 PR PASSAGE SET - D-10 I EA MEDECO CYL.: BY BBC, INSTALLED BY G.G. I EA WALL DOOR STOP SILENCERS 2 EA MANUAL FLUSH BOLTS 2 EA HARDWARE GROUP 013 HINGES 111/2 PR PASSAGE SET - P-10 1 EA MEDECO CYL.: BY BBC, INSTALLED BY G.C. 1 EA WALL DOOR STOP SILENCERS I EA ELECTRICAL CONTRACTOR IS RESPONSIBLE t0 MOUNT WIRE AND MOUNT TRANSFORMER AT CONVENIENT LOCATION. 10' ABOVE EACH FIRE EXIT. SPECIAL POCK DOOR TRANSFORMER REQUIREMENTS ARE: 120V/ IAMP. ELECTRICAL CONTRACTOR IS TO PULL BUILDING FIRE DETECTION WIRES TO EACH EXIT DOOR IN ACCORDANCE WITH LOCAL CODE. ELECTRICAL CONTRACTOR WILL AL60 PROVIDE CONDUIT PROTECTED LOW VOLTAGE WIRING FROM THE TRANSFORMER TO THE DEVICE. ELECTRICAL CONTRACTOR WALL MAKE ALL LOW VOLTAGE CONNECTIONS. INSTRUCTIONS PROVIDED WITH PANICS. SEE GC. 0 0 R 5 C H F,) U L 03-12-04 DOOR FRAME HRDWR GROUP NO. ROOM TYPE OPENING SIZE MATERIALS FINISH MATL. FINISH REMARKS 101A EXIT A 1'-011 x 1'-0" GL. 4 ALUM. CL. ANOD. ALUM. CL. ANOD. 7 POWER SLIDING W/ TRANSOM 1018 EXIT A 1'-011 x 7'-0" GL. 4 ALUM. CL. ANOD. ALUM, CL. ANOD. 7 POWER SLIDING W/ TRANSOM IOIC ENTRY A 1'-011 x 7'-011 GL. 4 ALUM. CL. ANOD. ALUM. CL. ANOD. I POWER SLIDING W/ TRANSOM IOID ENTRY A 1'-011 x 1'-011 GL. 4 ALUM. CL. ANOD. ALUM. CL. ANOD. 1 POWER SLIDING W/ TRANSOM IOIE SHUTTER J 15'-8" x 10'-8" ALUM. BY MANF. ALUM. BY MANF. 11 MANUAL OPERATE IOIF SHUTTER J 15'-81' x 10'-8" ALUM. BY MANF. ALUM. BY MANF. 11 MANUAL OPERATE IOIG SHUTTER J 15'-S" x 7'-5" ALUM. BY MANF. ALUM. BY MANF. - POWER OPERATE W/ REMOTE 1OIH SHUTTER J 15'-8" x 7'-5" ALUM. BY MANF. ALUM. BY MANF. - POWER OPERATE W/ REMOTE 102 WOMENS B 3'-011 x 7'-011 S.C. WD. PAINTED H.M. PAINTED 5 12"A5" LOUVER INSTALLED ON SITE 103 MENS B 3'-0" x 7'-0" S.C. WD. PAINTED H.M. PAINTED 5 12"x15" LOUVER INSTALLED ON SITE 104 ELECTRICAL B 3'-011 x 7'-011 S.C. WD. PAINTED H.M. PAINTED 4D 12"AO" LOUVER INSTALLED ON SITE 106 HUB B 3'-011 x 7'-011 S.C. WD. PAINTED N.M. PAINTED 4A PROVIDE SIGN: "rEMPLOYi=rES ONLY" 101 ROOF HATCH 2'-611 X 3'-011 BY MANF. PAINTED BY MANF. PAINTED II IOSA SERVICE DOOR C 3'-011 x 1'-011 H.M. PAINTED H.M. PAINTED 2 W/ VIEWHOLE 1085 RECEIVING OVERHEAD F 8'-011 x 10'-0" 6%. BY MANF. STL. BY MANF. 8 4 11 Ioac RECEIVING OVERHEAD F 8'-O" x 10'-0" STL. BY MANF. 6%. BY MANF. 8 4 11 !081-.) COMPACTOR E 3'-8" x 3'-8" H.M. PAINTED H.M. N.M. 6 BOTTOM @ 4'-011 AFF DOOR TO HAVE ONE -HOUR RATING. DOOR TO BE SELF CLOSING. 111A "ISC'I TO SALES D 3'-011 x 7'-0" H.M. PAINTED. H.M. PAINTED 9 "C" LABEL (45 MIN. RATING) II15 "ISC" C 3'-011 x 1'-011 H.M. PAINTED H.M. PAINTED 3 II1C "ISC" OVERHEAD F 10'-0" x 10'-0" STL. BY MANF. STL. BY MANF. 64 11 IIID 1115CII OVERHEAD F 10'-0" x 0-0" STL. BY MANF. STL. BY MANF. 64 II 112A EMERGENCY EXIT C 3'-011 x 1'-011 H.M. PAINTED H.M. PAINTED 1 1125 EMERGENCY EXIT C 3'-011 x 7'-011 N.M. PAINTED N.M. PAINTED 1 113 ADMIN. OFFICE B 3'-011 x 7'-0" S.C. WD. PAINTED H.M. PAINTED 4 114 SALE DEVELOPMENT B 3'-011 x 7'-011 S.C. WD. PAINTED N.M. PAINTED 4C 115 COMMUNICATIONS B 3'-011 x 1'-0" S.C. WD. PAINTED N.M. PAINTED 4C 116 L.P. OFFICE B 3'-011 x 7'-011 S.C. WD. PAINTED H.M. PAINTED 4C NOTES: 1. ALL H.M. DOORS, FRAMES, AND STRUCTURAL COLUMNS BELOW JOIST TO COME WITH A FACTORY FINISH OF OIL BASE PRIMER (GRAY). WIND LOADING REQUIREMENTS FOR EXTERIOR DOORS: WIND ZONE: EXPOSURE B MPH RATING: 125 MPH lU'INDOUJ TYPES 2�1'-062% 3141' 2' iv Y-0• c in c+ r WI WINDOW NOTES: 1. WINDOWS TO HAVE 1/4" TEMPERED WIRE GLASS. 2. WINDOWS TO HAvI= HOLLOW METAL FRAMES 3. TOP OF WINDOW FRAME TO ALIGN WITH TOP OF DOOR FRAME, TYP. 4. SEE PET, 13/FP-3 FOR CLOSED HEAD WATER CURTAIN INFOI;41ATION. -NAM ❑ ❑za � TYPE- 3'x1' B B.C. WOOD A, TYPE- A 15I-PARTM4-E4TRY TYPE- G NOT USED TYPE- C VXI' HOLLOW METAL. W i1 i0 TYPE- D 1/4" TEMPERED OLA80 3'XI' HOLLOW METAL T &- t' ROIKaH OPENING + 4'-m'x4'-0' w AFf. TYPE- E OCNFIACTOR DOOR HM TYPE- J ROLLDOUM SHUTTER r.I I I 05.14-04 fR001'Ir f I I v I,5H LEG r. I �F..) (SEE SPEC. Fop MANUFACTURER 4 MATERIALS) ABBREVIATION DESCRIPTION ACT-[ 2'x4' FISSURED, MINERAL FIBER SUSPENDED CEILING, INTERIORS, WHITE. CT-1 2"4" GREY CERAMIC FLOOR TILE. CT-2 4 1/4"x4 1/4" GREY CERAMIC WALL TILE AT FIELD. CT-3 4 1/4"x4 1/4" BLACK CERAMIC WALL AND FLOOR TILE AT ACCENT BAND. Pt -I ALL INTERIOR WALLS, SALES FLOOR COLUMNS, ETC. BELOW CEILING: LATEX ENAMEL. SEE SPEC, FOR COLOR AND MANUFACTURER. Pt-2 INTERIOR EXPOSED STRUCTURE, ROOF DECK INCLUDING BAR JOISTS, STEEL BEAMS, SPRINKLER PIPE, ELECTRIC CONDUIT, ELECTRIC DOXES, HVAC EQUIPMENT, COLUMNS: DRYFALL PAINT. SEE SPEC. FOR COLOR AND MANUFACTURER. PT-4 INTERIOR GYPSUM BOARL) CEILINGS. LATEX ENANMEL. SEE SPEC. FOR COLOR AND MANUFACTURER. PT-6 PIPE BOLLARDS TYPE "B": YELLOW, SEE SPEC, FOR EXACT COLOR, RE: PT-11 HOLLOW METAL DOORS, HOLLOW METAL DOOR AND WINDOW FRAMES AND OTHER INTERIOR UNGALVANIZED FERROUS METAL: SEMI -GLOSS. SEE SPEC. FOR COLOR AND MANUFACTURER. CA-1 CHARCOAL BLACK/GRAY WITH BLUE ACCENTS CARPET. CA-2 PERSIAN BLUE CARPET. GA-3 CHARCOAL BLACK WITH BLUE ACCENTS CARPET. MT -I CHARCOAL BLACK/GRAY ENTRY MAT CARPET. FL -I PVC SHEET WAINSCOT. RE: 3/A-13 PL-2 PLASTIC LAMINATE TOILET PARTITIONS AND VANITIES. PL-3 PLASTIC LAMINATE CABINETS 4 COUNTERTOPS IN BREAK ROOM. Sc SEALED CONCRETE RT-I 2'-O"x V -0" RUBBER TILE, RT-2 2'-O"x 2'-0" RUBBER TILE STATIC DISSIPATING. 03-12-04 F�001„I PIN 151 4 5C1•--4E FDUL (SEE SPEC. FOR MANUFACTURER 4 MATERIALS) NO. ROOM FLOOR BASE I WALL CEILING CEILING HT5. REMARKS 101 VESTIBULE MT-1 4" VINYL PT -I (C-5) ACT-1 10'-8" AFF. PL-I TO 40" AFF. 102 WOMENS CT-! CT-2 PT -I (C-4) d CT-2,3 GYP. sDJ PT-4 (C-4) 9'-0" A.FF. SEE A-3 4 A-1 FOR TILE PATTERN 103 MENS CT-1 CT-2 PT -I (C-4) 4 CT-2,3 GYP, BDJ PT-4 (C-4) 9'-0" AFF. SEE A-3 4 A-1 FOR TILE PATTERN 104 ELECTRICAL SC - - - OPEN TO DECK FIRE TREATED PLYWOOD WALLS NOT PAINTED 105 CORRIDOR CA -I 4" VINYL PT-1 (C-5) GYP. PDJ PT-4 (C-4) 9'-0" AFF. PL-I TO 40" AFF. 106 HUB CA-1, Sc 4" VINYL PT-1 (C-4) ACT -I 9'-O" A.F.F. PL-1 TO 40" A.FF. 101 JANITOR SC - PT-1 (C-4/C-5) PT-2 (C-4) OPEN TO DECK PL-I TO 40" APP. 108 RECEIVING SG - PT -I (C-4/C-5) PT-2 (C-4) OPEN TO DECK 109 ELECTRICAL SC - - PT-2 (C-4) OPEN TO PECK FIRE TREATED PLYWOOD WALLS NOT PAINTED 110A LIFT TRUCK SC _ 4" VINYL PT-1 (C-4/C-5) PT-2 (C-4) OPEN TO DECK 1105 LIFT TRUCK Sc - PT -I (C-4/C-5) PT-2 (C-4) OPEN TO DECK III "ISC" Sc 4" VINYL PT-1 (C-4) PT-2 (C-4) OPEN TO DECK PL-I TO 40" A.F.F. 112 SALES AREA SC, CA-1, CA-2, MT -I 4" VINYL PT-1 (C-4/C-5) PT-2 (C-4) OPEN TO DECK SEE GENERAL NOTE 5 ON A-1. 113 ADMIN. OFFICE CA-1 4" VINYL PT-1 (C-4) GYP.13DJ PT-4 (C-4) 9'-0" AFF. 1/2" PLYWOOD ABOVE CEILING FRAMING 114 SALES DEV. CA-1 4" VINYL PT-1 (C-4) ACT-1 9'-0" A.F.F. 115 COMMUNICATION Sc - - - OPEN TO DECK 116 L.P. OFFICE CA-1 4" VINYL PT-1 (C-4) ACT -I i'-6" AFF. Man TYPE- F HI -LIFT OVERHEAD 03-12-04 1 V. o/ I NA, IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxUa herschmanarchitects.com SQ. FT. CALCS RETAIL: 2 9O-4 &F STAGING: 3 215 51= INSTALL: 1 0(05 5F TOTAL: 302(c4 &P SCALE: AS NOTED SCHEDULES & LEGENDS 17 �o 0 0 El 0 CLJ 0 I G G o CU m 3- 75 m G I L O I G / QJ pq w O d / IA tL QJ Q O n� d m a / z - w w .IF I A GA C,4RPET C'2 C:4RFET C,4 — 3 C,4Rf=ET ENTR' I' M,4T C)4Rf=ET r-�T r- CT CER,4MIC TILE &C SEALED CONCRETE RT RU55ER TILE NOTES 1. NUMBER AFTER THE MATERIAL ABBREVIATION INDICATES COLOR. SEE SPEC. 2. SEE SHEET A-2 FOR ROOM FINISH SCHEDULE, JOHNSONITE CARPET TO TILE REDUCER CTA-40-J BLACK SEE SPEC. CARPET SEALED CONCRETE 2 1/2" SEE ROOM FINISH LEGEND ON SHEET A-2 FOR DETAIL DESCRIPTION OF MATERIALS. 1CARFET TO CONCRETE SCALE: NONE 0 � d i r`�• a- y 1 /I I% HERSCHMAN ARCHITECTS IN C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxrlo herschmanarchitects.com 50. FT. C,41-05 R=TAIL: 2 5 9 &-4 S1= STA64ING: 3 215 5F INSTALL: 1 O& 5 SF 130/2&,4 TAL: &r- CONCEPT: 30 < <O}=l CONCEPT DATE: G.O.-21 FIXTURE REL- 12-11-04 G,O.-13 FINAL REL. 02-11-05 SCALE: 1/8" = 11 -01' FLOOR COVERING PLAN 0 0 I O 0 CU W cu m v 0 Q I 75 O 4- d I If) CD a� r� / J LL O d -I--> O_ O L +1 d O) Q / I— z w r-� J 0 0 lu � X I RECEIVINqg � Q>8 Y` J SHIP 1 7:7�- c " F- E e = ;I r-- ---- - ------ ANITOR © m 'j� lei •'� r—_�r_-•�r__�Ir__�r—_—! r E�": I I 11 It if if t �� < _ �.;��,�.. r —,� is i � L_ -- �J 1 i i i t t a i E MEN5 WOMENS t a i 11 it � Ei Ilk _I i 02 _. —. ei LIFT TRUCK LIFT TRUCK STORAGE STORAGE J if IlE2z-_ � It�@g-1 � � �y — atell . C CAR rf I , _Jj A ., i I•-----_ J I j I � y a q : I f I QUAD 51C-N f— ® � SUSPENDED I — HVAC RTU, REFER TO II'-3" A.F.F. TO I i MECHANICAL DRAWINGS THE BOTTOM. I I t O-3 ►*4 5U5PEND6D SPEAKER ® 12'-0" A.F.F. TO.I3OTTOM (4 TYP) li , ,,-I ! E -_ Ji__j E >11 $ Et j SUSPENDED 4x2 FO 12 3' A.F.F. fp0TT0 TOE i y-J$ Y-t 5U5PENDED 5U5 WOOFER @ 11'-0" A.F.F. TO BOTTO� (4 TYP.) i Jf � E �'' ..._ E 1�fOUNTEI7-�POLI GY � AND PROCEDURE SIGN @ 121-011 ! A.F.F. TO TOP ! SUSPE DED TRU55 __• , ; !. _ __. _ __..._-.____.._. II'-5" AF.F. TO E301 -----,-- - )z ADMIN. OFFICE r r— A1E E I I L — J COMM. ROOM ELECTRICAL ►;4 unuuuwua � r WIM OZr. I I ---• — ---I SIGN @ 12'-S" rP. TO L-----J BOTTOM. ALES ►i� { / QUAD SIGN SfNDED ®I -' 12'-5" A.F.F. TO E BOTT M t 1 I SUPENDED 4xl FOCAL SIGN w @ 13'-5" A.F.F. TO TOP rA Q) ' , C '` !_ MOUNTED RETURNS AND EXCHANGES 516,4,,,D 13'-3" /�----I---------------� A.F.F. TO TOP MOUNTED 5xl FOCAL '51GN D u. ® V-O" A.F.F. TO BOTTOM ;_10 .. I < I "E"STI I. r - 1 I 11 Wi ­­P-1-4 - -- - --------- P, ,..._.._,_----------- ,— _,, . . _........ ,_,,._.__,._...—,..._...,.,.... x 0 0 0 0 v I A�4 ►i� ►i�i OIAi ]Vd ON \ I I I I I I I I L-----------j L-----------J = O HVAC RTU, REFER TO MECHANICAL DRANIN65 I I I I I II L---J i I t I t t L..._.._ V-5U5PEN�ED SCRIM O" A.F.F. TO THE BOTTOM. 3 fE 4- 17r] ... _ QUAD IGN SUSPENDED @ " II'-5" A. .F. TO THE BOTTOM, !E Al -m—r i� � _. t >•'�__ ..._ r-- �` fill s� EI I • i �E �C_ E _ - I� E �• I rn_ __ -JI i I E ! o " 1 II V LJ 5U51FENDED 4x2 FOCAL -I-------- _--__ ° -_--. C�ENERAL NOTES I. ALL SUSPENDED BANNERS, TOPPERS, SIGNS, ETC- TO BE INSTALLED BY THE FIXTURE CONTRACTOR, ELECTRICAL CONTRACTOR TO MAKE FINAL POWER CONNECTIONS. 2. REFER TO PLAN SHEET E-I OR ELECTRICAL DETAILS FOR ADDITIONAL INFOWATION AND DIMENSIONS. 3• ALL INTERIOR H.I.D. BALLAST TO BE ALIGNED FROM FRONT TO BACK W/ BALLAST PARRALLEL TO FRONT WALL. ALL MODULAR FLEX WIRING AND CONNECTIONS to FACE THE BACK OF THE STORE. 4. FOR EXTERIOR BUILDING LIGHTING LOCATIONS, USE ARCHITECTURAL ELEVATIONS. 5. ALL LIGHT FIXTURES SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR G. DO NOT SCALE FROM THIS PLAN. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL PLANS. KEEP ROWS FOR H.I.D. LIGHT FIXTURES GOING FROM FRONT TO BACK �• HORN/STROBES, EXIT LIGHTS, EMERGENCY LIGHTS, ELECTRICAL BOXES FOR SIGNS ETC. SHALL NOT BE INSTALLED IN WALL GRAPHICS, BUT DIRECTLY BELOW WALL GRAPHICS. COORDINATE WITH INTERIOR ELEVATIONS ON THE ARCHITECTURAL SHEETS AND FIXTURE PLANS. VERIFY DUE DILIGENCE REPORT WITH TVA TO DETERMINE ADA OR SUPERVISORY. 8. USE PLENUM RATED CABLE, CONDUIT, BOXES, ETC. IN PLENUM RATED WALLS AND CEILINGS. ALL PENETRATIONS ARE TO BE COMPLETELY SEALED. g• ANY ADDITIONAL EMERGENCY BATTERY LIGHTING HEADS, EMERGENCY BATTERY EXITS, OR ADJUSTMENTS THAT ARE REQUIRED BY THE AHJ FOR THIS BUILDING WILL BE PROVIDED BY THE ELECTRICAL CONTRACTOR 10, GENERAL CONTRACTOR t0 PROVIDE FIRE-RESISTANT ENCLOSURE FOR ALL RECESS LIGHT FIXTURES IN FIRE RATED CORRIDORS. SEE ARCHITECTURAL DETAILS, 11. ELECTRICAL BOXES ON OPPOSITE SIDES OF FIRE RATED WALL SHALL BE SEPARATED BY A MINIMUM OF 2411 HORIZ, 12. ALL HOME RUNS SHALL BE 3/411 CONDUIT UNLESS OTHERWISE NOTED, li. RUN ALL MECHANICAL AND ELECTRICAL EQUIPMENT CONDUIT, AND DUCT WORK TO A MINIMUM OF 20'-011 A.F.F. CLEAR COORDINATE THI5 WORK WITH OTHER TRADES BEFORE PROCEEDING. 14. ALL CONDUITS, RACEWAYS, ELECTRICAL DUCTS AND BOXES AND EXPOSED LOW VOLTAGE WIRE SHALL BE RUN TRUE, PLUMB, SQUARE TO THE BUILDING TIGHTLY WRAPPED OR FASTENED TO STRUCTURE. LOW VOLTAGE RUNS OR EXPOSED WIRE MUST BE HIDDEN FROM VIEW AND TIE WRAPPED TO THE STRUCTURE WITH WHITE WRAPS. TIE WRAPS MUST BE UNIFORMLY SPACED WITH ENOUGH WRAPS TO PREVENT WIRE FROM SAGGING, UNDER NO CIRCUMSTANCES CAN EXPOSED WIRE BE RUN IN FREE AIR OR AT DIAGONALS. 15, ALL DEVICES SHALL BE RECESSED AND CONDUITS CONCEALED UNLESS OTHERWISE APPROVED BY THE BEST BUY Co. I� INSTALL OMER FURNISHED VALANCE LIGHTS IN GONDOLA FIXTURES AND COORDINATE WITH FIXTURE CONTRACTOR 17. ALL HANGING ITEMS SUSPENDED FROM CEILING TO BE HUNG IN FLUTE OF THE DECK ABOVE TOP CORD OF JOIST USING UNISTRUT SIZED PER DETAIL OR INDICATED OTHERWISE BY STRUCTURAL ENGINEER IS. REFER TO SHEET A2 FOR CEILING FINISH MATERIALS. LIGsHTING-; LEGEND SYM. TYPE GENERAL DESCRIPTION Ep W EXTERIOR LIGHTING, EXTERIOR LIGHTING L W/ FABRICATI=D SHROUD. RE: 9/A- I1 HC (A) METAL HALIDE. HC CBS METAL HALIDE. (PULSE START) RE. E-a, FB FLUORESCENT STRIP. ® 2' X 4' LAY -IN FLUORESCENT TROFFER. FF 2' X 4' FLUORESCENT TROFFER W/ DRYWALL RING FP 2' X 4' RECIEE55ED FLUORESCENT PARABOLIC TROFFER DL DOCK LIGHT. FIXTURE MOUNTED FLUORESCENT FC STRIP. F.B.O. INSTALLED BY G.C. �® XI EMERGENCY EXIT LIGHT X2 SURFACE (UNIVERSAL) EMERGENCY FLOOD LIGHT IOpE X3 PENDANT/ CEILING MOUNTED ■� IEHMERGENCY FLOOD LIGHT EJ 8'-0" INDUSTRIAL FLUORESCENT SUSPENDED PROM DECK ENL,4f;PG; 1D VE5T15UL GE IL ING� SCALE: N.T.S. �,— 2 X 4 ACOUSTICAL SUSPENDED CEILING /— FP TYPE LIGHT FIXTURES HVAC DUCT ZONE /-10" SLOT FOR SECURITY GRILLE r r ,r� is HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL mallboxld herschmanarchitects.00m SQ, FT. CALLS RrTAIL: 2 E� 9(54 E)F STAGINrx: INSTALL: 1,06 TOTAL: 3G2ro4 Of= CONCEPT: 30< <0p CONCEPT DATE: 05 = G& = 0.4 G.O.-21 FIXTURE REL. C.X.O.-13 FINAL REL. 02=11=05 >L q L z - SCALE: 1 /8" REFLECTED "MLING PLAN I 32' - 0 11 32'-mu m E Q Ct1 i 0 0 CU G CLl m 75 Lf 0 Q I 75 O 4- d 0 I 1,D 0 W / pq Q� Pq J J O d Q� -p S.. Q� Q O n n� d 0) Q / z IJ H J u 5 U §1 GENERAL NOTES I CONTRACTOR TO PROVIDE (1(o) 8" C.M.U.'S ON ROOF IN VICINITY OF SATELLITE DI5H WEATHERHEAD FOR TENANT FURNISHED EQUIPMENT. 2 1/2" DIAMETER HARDENED STEEL BARS WELDED TO EACH OTHER AT 4" O.C. EACH WAY. PROVIDE THIS DETAIL FOR MECHANICAL OPENINGS 11" OR LARGER IN ANY DIRECTION OR 100 SQUARE INCHES OR LARGER REFER TO MECHANICAL DRAWINGS. 3 ALL MECHANICAL EQUIPMENT SHOWN ON THI5 SHEET 15 PROVIDED FOR COORDINATION PURP05E5 ONLY. THE LAYOUT SHOWN HERE 15 TO BE CONSIDERED CONCEPTUAL. REFER TO MECHANICAL CONSTRUCTION DOCUMENTS FOR ENGINEERED DESIGN INFORMATION. 4 REFER TO THE STRUCTURAL DRAWINGS FOR THE LOCATION OF MECHANICAL CURB. 5 ANTENNA/DISH SLED SHOULD BE LOCATED DIRECTLY OVER A COLUMN. 11FA IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mailboxro her schmanarchitects.com 50. FT. CA1-05 RSTAIL: 25 9&-4 5F 6TACilW4: 3 215 &1° IWALL: 10(o 5 &F TOTAL: 30 2 (c Z:; G 3 0< KO 1= CONCEPT DATE: 05 - 0(0 - 04 G.O.-21 FIXTURE REL. 12 -11-04 G.O.-13 FINAL REL. 02-11-05 SCALE: 1 /O I' = 1'-0" ROOF PLAN I I110 E d (7) Ln i 0 0 Cu Cb l 1.1 0 4 I 75 O 4- C_ d 0 I r- 0 CU pq +> vi O p / J L� O 4- c d / -i--> n� Q O L n Q� d rn Q / z W H J U / COLOR/MATERIAL LEGEND: r-r- MAA"leA/ mrllC = t MA-MPIAI A) MATERIAL SYMBOL COLOR DESCRIPTION CMU-1 TAN 5PLIT FACE, COLOR TO MATCH BENJAMIN MOORE #155. CMU CMU-2 MEDIUM 13RM 5PLIT FACE. COLOR TO MATCH BENJAMIN MOORE #II16. CMU-3 OFF-WHITE 51NGLE 56ORE, SMOOTH FACE. COLOR TO MATCH BENJAMIN MOORE #961. CMU-4 TAN 51NGLE 5GORE, 5PLIT FACE. COLOR TO MATCH BENJAMIN MOORE #4183. E.I.F.S. E1%.1 BEST BUY BLUE DRYVIT SANDBLAST FINISH, 5E5T BUY BLUE CUSTOM COLOR LIGHT SHROUDS BRIGHT YELLOW INTER -LOCK IL20, SEAMS At IS" O.C. TY}� A CUSTOM FIN15H BY MANUF. BOLLARDS TYzE 13 BRIGHT YELLOW COLOR TO MATCH BENJAMIN MOORE 02022-30. STOREFRONT CLEAR ANODIZED ALUMINUM. NOTES: I. ALL CMU TO RECEIVE EXTERIOR FINISH SYSTEM, SEE 5PEC5. 2. ALL HVAC'S ARE SCREENED BY PARAPET 3, METAL HALIDE WALL PACK WITH SHROUD SPACING 15 22'-0" MAX. O.C. (UN.O.) REFER TO DET. S/A-II. 4. METAL HALIDE WALL PACK WITHOUT SHROUD SPACING IS 40'-0" MAX. O.C. (UND.). NOTE: MONUMENT SIGN SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR MASONRY BASE DETAILS. CUSTOM COLOR DRYVIT 295 5F SIGN PROVIDED AND INSTALLED 15Y BEST BUY. B C D PANAFLEX IC FACE, SEE PACKAGE FOR SPEC AND GRAPHICS. ALL GRAPH SIGN $ E TO BE 3M SCOTCHCAL TRANSLUCENT FILM, YELLOW 1 2 3 BONtRACOR 0 MAKE FINAL CONNECTION. ACI<GROUND WITH BLACK TEXT. CAL A-13 A 8 A-8 E I 1 I �® 2 1 t.o. WEDGE FRAMING _ _ _ ♦ 1 PROVIDE SMOOTH FACE C U A-9 A-g EXTERIOR INSULATION 136'-IC" BEHIND WEDGE FRAMING. 1 FINISH SYSTEM (EIFS-I) I I A-9 METAL COPING. PAINT �, I I 3 PREFINISHED METAL 8 TO MATCH CUSTOM I - PREFINISHED METAL COPING, COLOR TO TO. PARAPET A-12 I COLOR EIFS-1. i I A-9.1 ' COPICNGCOLOR To MATCH CMU-2 ' CONNECTION FRAMING _ T1126'-0" A.FF. / \ T/ MASONRY -- - - ----- -- --------------------- --------------------- --------------------- ------------------------------- - --------------------------��--______� - -- ----- - Cf- -- -- C ------ -- 1 n--------------------- ----- — j-- 2b -8 0 AFF----------------- J------------ \ -- --- A-10 I 0° 12 ��� � I HIGH JST. BEARING ----- -- 2 ----------------- - - - --®-----®®.v ®®® ---- -- -- - --I-------I---- ---------------'00- 22'-0" AFF CJ ♦ I CJ Q CJ I � / I I 14 12 1 S B.O. SHROUD m �; I I A-12 I EEO I I EXTERIOR 15ULATION 10 FINISH SYST M (EIFS-U A-11 FIN. FLOOR 00 DECORATIVE BOLLARD Val' CONC. CURB AT WEDGE BASE ONLY CMU-2, SPLIT FACE BLOCK CMU-3, SCORED SMOOTH FACE BAND CMU-4, 5CORED SPLIT FACE BLOCK CMU-3, SCORED SMOOTH FACE BAND CMU-2, SPLIT FACE BLOCK METAL HALIDE WALL PACK TYPICAL. W/SHROUD RE: 9/A-11 -CMU-3, SMOOTH FACE BAND CMU-I, SPLIT FACE BLOCK TYPE "A". RE 5/A-11. FRONT ELEVATION 1 SCALE: 1/8" = P-0" F E FRONT WEDGE FACADE BEYOND PAINT TO MATCH EIFS DOWN TO KNEE WALL. I 16 5F CAR STEREO INSTALL 6 SIGN PROVIDED BY BEST BUY. 1 INSTALLATION BY SIGN A-12 A-9.1 CONTRACTOR. I 1 �T/ MASONRY _ 26' 8-' AFF - cJ CJ CJ I I I LOW JST._BEARING ---------- T--------------- -------------------------- OIL 18'-011 AFF • SEST d y B MOBILE "ST° ""� • 1-101-1-011 METAL DOOR 40'-0'1 MATCH CMU I G g A I i Af I 5 PREFIN15HED METAL A-12 I COPING, COLOR TO MATCH CMU-2 CJ CJ I I ------------- --- --- ------------- B---METAL HALIDE WALL I E�] PACK TYPICAL. 100 60. FT. TICKET CAR STEREO INSTALL 0 sar OVERHEAD DOORS. I s CONCRETE CAP SPLIT FACE MASONRY BASE I �� DETAARDAE.MIM \ Elm IMF 7'1 FIN. FLOOR � IfI; II 11 0-O u CAR STEREO "INSTALL BAY" DOOR 6IGNAGE u—TT__________________��— 10 -0" PROVIDED BY BEST BUY, INSTALLATION BY SIGN i i CONTRACTOR 5 MONUMENT SIG SCALE: N.T.S. y T 3 rA-951.6 SF CHANNEL LETTER SIGN PROVIDED ANDEXTERIOR INSULATION INSTALLED BY BEST BUY. 2'-6" HIGH LETTERS. SEE I 3.1 FINISH SYSTEM (EIFS-U SIGN PACKAGE FOR SPECS AND GRAPHICS. ALL GRAPHICS TO BE 3M 5COTCHCAL TRANSLUCENT FILM. A-9.1 1 ELECTRICAL CONTRACTOR TO MAKE FINAL 1 CJ CONNECTION. T/MASONRY ------ ST Ci Ci 1- Ci HIGH JST. BEARING 22'-0"AFF — --------- -------- ------ GJ I 1 B B._� LIGHT} 1 I I � FIN. FLOOR Y 0'-0" — �T/ MASONRY 26-811 AFF - — LOW JST. B_ EAF `r 18'-0" AFF FIN. _FLOOR_ 4 I I CJ --I I ------------ i CJ METAL HALIDE WALL PACK TYPICAL. .LARD RE: AIL 5/A-11, PREFINISHED METAL COPING, COLOR TO MATCH CMU-2 CJ I T I I 1 I HOLLOW METAL DOOR PAINT TO MATCH CMU-1. DOWNSPOUT W/ SCUPPER PAINT TO MATCH CMU I. BOLLARD TYPICAL, RE: CMU-2, SPLIT FACE BLOCK CMU-3, 5CORED SMOOTH FACE BAND CMU-4, SCORED SPLIT FACE BLOCK CMU-3, 5CORED SMOOTH FACE BAND CMU-2, SPLIT FACE BLOCK ' CMU-3, SCORED SMOOTH FACE BAND CMU-I, SPLIT FACE BLOCK 2 REAR ELEVATION SCALE: 1/8" = 1'-0" 7 I I CJ 6 AND I(oSMOOTH FAGS CMU-2, SPLIT FACE BLOCK CMU AROU D DOOR 12" MIN. AT SIDES, " MIN. AT TOP TO CMU-3, SCORED SMOOTH FACE BAND ATTACHED) CK SEAL. — — LOW JST. BEARING — — — — — — — —PLEATED-cORNi�fe" — — — - - 18'-0" -F L DOCK BUMPERS. TYPICAL. CMU-4, SCORED SPLIT FACE BLOCK B CMU-3, SCORED SMOOTH FACE BAND COMPACTOR DOOR AND CHUTE, PAINT to CMU-2, SPLIT FACE BLOCK MATCH CMU-1. CMU-3, SCORED SMOOTH FACE BAND 11 0 o CMU-I, SPLIT FACE BLOCK A-13 HAND RAIL, RE: 9/A-13. L J L J L--------- .J L---------J TRUCK WELL — — _ BA. TRUCK WELL ------� __---- 96'-0" PAINT CONC. RETAINING WALL TO MATCH CMU I. SEE 5TUCT. 3 RIGHT ELEVATION SCALE: 1/8" = 1'-0" PAINT TO MATCH CMU-I. 4 LEFT ELEVATION ZING AFF �P SAND OCK RAND INA, IN HERSCHMAN ARCHITECTS IN C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxfaa hers chmanarchi tects.com 5a. FT. cA1_C,5 RI=TAIL: 25 :�84 &F STAGING: 3 215 &1= INSTALL: 10(o5 51° FTOTAL: 302(o4 &P CONCEPT: 30< KO f CONCEPT DATI=: 05 - 0(0 - 041- G.O.-21 FIXTURE REL. 12-11-04 Cx.O.-13 FINAL. REL. 02 -11- 05 SCALE: 1/811 = 1'-011 EXTERIOR ELEVATIONS 0 RECE I V ING 1, n INTERIOR REAR ELEVATION SCALE: 1/8" = P-0" T T r ua = 0 w Li I 2x12 MOUNTED BETWEEN STUDS FOR BLOCKING a 9'-5" A.F.F. O.G. FOR T.V.'S MOUNTED TO WALL. INTERIOR LEFT ELEVATION 5 SCALE: 1/8" = P-0" 4 I I I / FIRE EXIT n INTERIOR RIGHT ELEVATION SCALE: 1/8" = P-0" T E SALES AREA C D E F 16'-O" TO LOWEST POINT OF STRUCTURE PT-2 (C-4) PT- I (C-4) CORRIDOR TO _ s' RESOMS I I PT- I SALES AREA \ z U (c-5) 4 Q, O ENTRANCE TO ISC BAY 3 4 5 6 I I I Pt-2 PT-2 (C-4) (C-4) PT- I (C-4) a Pt-1 PT-1 0-- FIRE EXIT << 3 T CONTINUOUS BREAKMETAL WRAP/CAP AROUND PERIMETER OF L.P. OFFICE / VESTIBULE. COLOR TO MATCH STORE INTERIOR FRONT ELEVATION FRONT. NO DUCT/ CONDUIT/ SPRINKLER SCALE: 1/8" =1'-0" TO BE EXPOSED ABOVE EXCEPT IN MECH./ ELECTRICAL i "DROP ZONE". 0 0 0 CU a cu —�j T.O. PARTITION i 6'-0" MIN. m 3 75 6) 0 < - �I Q - B.O. PARTITION j -V0 MIN. I O TOILET PAPER v� HOLDER I c0 0 cu ELEVATION Fq SCALE: 1/4" = 1'-0" -H 0) RE: SHEET A-1.1 FOR MOUNTING HEIGHTS pq IOF ACCESSORIES. J O V) — — — Ul 0� 61 L(P H.C. GRAB BARS O n tw + SANITARY NAPKIN :D I SPOSAL TOILET PAPER Q HOLDER / z 13 ELEVATION U SCALE: 1/4" = P-0" / Pt -I (REFERENCE ROOM SCHEDULE ON A-2 FOR COLOR) DIAPER CHANGING TABLE 10 LLEVATIONLE: 1/4" = P-0" 14 ELEVATION SCALE: 1/4" = P-0" 111 zu SALES AREA 4 NO DUCT/ CONDUIT/ SPRINKLER TO BE ABOVE FRAMING IN THIS AREA. FOR OFFICES CEILINGS. ►« IU+-jVl_dl `A'vti MURAL SANITARY NAPKIN D15PENSER CT-2 4"x4" COVE BASE 11 ELEVATION SCALE: 1/4" = P-0" TILE BOTH SIDES OF PARTITON WALL RE: I-I/A-1. 15 ELEVATION SCALE: 1/4" = P-0" PT-2 (C-4) PT-1 (C-4) Pt -I (C-5) T Pt-2 (C-4) PT -I (C-4) PT-1 CC-5) I INSTALL WAINSCOTING ON WALL, FINISH PL-I, RE: 3/A-13 011,J?ELEVATION SCALE: 1/4" = P-0" n-- 1 I -"- r-,.-�nMA vIMI HI - CHANGING TABLE ELEVATION .� SCALE: 1/4" = 1'-0" b b + �i PAPER TC p I SPET` HOSE BIB EGG OCATFO N. LL OON 7 ISC FRONT ELEVATION SCALE: 1/8" = l'-0" SNAP SIGN FRAMES \-- PL -I TO 40" A.F.F. 5 ISC RIGHT ELEVATION SCALE: 1/8" = 1'-0" Pt-2 (C-4) PT-1 (C-4) 9' - 0" A.F.F. a CEILING ' Pt -I, PAINT TO CEILING. CT-3, BULLNOSE ACCENT BAND 4'-0" A.F.F. TYP. T.O. ACCENT BAND GT-2, BELOW STRIPE 17 CERAMIC TILE DETAIL SCALE: 1/2" = P-0" SEE MECH. DRAWINGS FOR DUCT SIZE AND LOCATION PT -I (C-4) Pt-2 (C-4) I D BY xTURE ACTOR TOM a " A.F.F. n ISC LEFT ELEVATION HERSCHMAN SCALE: 1/8" = P-0" ARCHITECTS LINE OF OVERHEAD POOR INCORPORATED 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mallboxrd + + I I SEE herschmanarchitects.com i i I I DRAWIN DUCT SI L ' II / I 50. FT. CALCS II G I I FFTAIL: i I 2 �a,4 5F L J r6TAGINC-i: t ISC REAR ELEVATION SCALE: 1/8" = 1'-0" PT -I, PAINT TO CEILING. SEE SPEC. FOR EXACT COLOR AND MANUF. ' INSTALL SEALANT INTO REVEAL AT EXPOSED SIDES OF SHIM, COLOR TO MATCH PT -I. INSTALL 1/4" MOISTURE RESISTANT GYP BD AS A SHIM BEHIND ACCESSORY. CUT SHIM 1'' 1/2" LESS THAN PERIMETER OF ACCESSORY TOP AND SIDES TO CREATE A 1/2" REVEAL. RESTROOM ACCESSORY INSTALLED OVER CT TO GYP. Bp, TRANSITION. CT-3, 4"x4" ACCENT BAND "BLACK" TOP COURSE TO HAVE BULLNOSE EDGE. SEE I SPEC. FOR EXACT COLOR AND MANUF. MASTIC j MOISTURE RESISTANT GYP. BD, CT-2, 4"x4" FIELD TILE "GREY" TO ACCENT BAND. I SEE SPEC. FOR EXACT COLOR AND MANUF. CT-2, 4"x4" COVE BASE "GREY". SEE SPEC. FOR EXACT COLOR AND MANUF. I CT -I, 2"4" FIELD TILE "GREY". I SEE SPEC. FOR EXACT COLOR AND MANUF. ` NOTE: INSTALLER TO PLACE CUT TILE ON SHARED PLUMBING WALL SIDE. CHIN SET MORTAR BED 2"x2" FIELD TILE NOTE: FLOOR 4 WALL GROUT TO BE "GREY" TO MATCH WALL TILE. SEE SPEC, FOR EXACT COLOR AND MANUFACTURER. Cl-g8)CERAMIC TILE SECTION SCALE: V = P-0" INSTALL: 1 o�e? 5 5f TOTAL: -30/ �F CONCEPT: 30< <0F CONCEPT DATE: 05= 0& = 04 G.O.-21 FIXTURE R3=L. 12=11=0-4 G.O.-13 FINAL REL. 02=11=05 SCALE: AS NOTED INTERIOR ELEVATIONS I� �%%l T/ WEDGE FRAMING VARIES — 2 (SEE ELEVATIONS) A-12 101 l I: 1" EXTERIOR INSUL. FINISH SYSTEM r1A ON 5/V EXT. GYP. SHEATHING ON 6" 16 GA. METAL STUDS A 16" O.C. rA I I I I I 101 I PROVIDE 5/8" PLYWOOD IN LIEU OF EXT, GYP. 5D. AROUND SIGN LOCATION, REFER TO DET. I/A-13 — �I T/ MASONRY BEYOND 26'-8" AFF JOIST BEARING (HIGH) _ IF 22'-0" AFF T/ EIFS CONTROL JOINT _ Y ALIGN WITH SOFFIT (SEE ELEVATIONS) P EXTERIOR INSUL. FINISH SYSTEM ON 5/6" EXT. GYP. SHEATHING ON 6" 16 GA. METAL STUDS m 16" O.C. B�/ EIFS _VARIES `P (SEE ELEVATIONS) is in d- Ctl I d" 0 0 Cl.l CtJ m 75 I C> 0 CID s CD Q I 75 O 4- d I Q� 0 CLl / -I--> Pq / J w 1 O d ul -N FINISH FLOOR a O — OI-011 w O d 0) Q z B/ FOOTING U SEE STRUCT. m 0 /2" EXPANSION JOINT WITH CONTINUOUS SEALANT ALONG TOP. CONCRETE SIDEWALK OVER C R OMPACTED 6U55RADF, VA EFER CIVIL DRA INGS FOR CONFIGURATION AND SLOPE ° °d °a i nqWall Section Wedge SLOPE TOP OF RAKE BEAM (1/4" PER 1'-O") CONIC, RAKE BEAM, REFER TO STRUCT. INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR. RECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLY150CYANURATE INSULATION SEE SPEC. STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. VERTICAL AND HORIZONTAL REINFORCING TYPICAL. SEE STRUCTURAL DRAWINGS 12" CMU WITH INSULATION IN ALL CORES (TYP.) INSIDE FACE OF MASONRY WALL TOOLED FOR FINISH SURFACE TO BE PAINTED 1/2" EXPANSION JOINT WITH CONTINUOUS SEALANT ALONG TOP. REINF. GONG. 6LA5 ON GRADE, REFER STRUCTURAL DRAWINGS ---�— COORDI ATE SUBSTRATE REQUIREMENTS WITH STRUCTURAL DRAWINGS, TYP. REINF. GONG. FOOTING AND FOUNDATION, REFER TO STRUCT. METAL COPING, PAINT TO MATCH CUSTOM COLOR EIFS-I. \ o � 2 T/ WEDGE FRAMING VARIES _ `P (SEE ELEVATIONS) A-12 I I / I I . P EXTERIOR INSUL. FINISH SYSTEM lit ON 5/0" EXT. GYP. SHEATHING ON 6" 16 GA. METAL STUDS 10 16" O.C. T/ MASONRY _ 26'-8" AFF JOIST BEARING (HIGH) OL 22'-0" AFF— — I" EXTERIOR INSUL. FINISH SYSTEM ON 5/5" EXT, GYP. SHEATHING ON V 16 GA. METAL STUDS e 16" O,G. T/ EIFS _CONTROL JOINT 7'-4" AFF — I" EXTERIOR INSUL. FINISH SYSTEM ON 5/S" EXT. GYP. SHEATHING ON 6" 16 GA. METAL STUDS 16" O.C. I I I I I I I I I �OI I I I I I I I 1 0 1 1 a I I I I I I I 1 0 1 I I I I I 101 I I I ' I I I 101 I + +I I I I I 101 I I, I' 1/2" EXPANSION JOINT WITH I + + CONTINUOUS SEALANT ALONG TOP O S" GONG, CURB (OCCURS AT WEDGE BASE ONLY) I I I I CONCRETE SIDEWALK OVER I COMPACTED SUBGRADE, REFER CIVIL DRAWINGS FOR CONFIGURATION AND SLOPE • FINISH FLOOR d a •' ° d: d ° a. v I d \\/\\/\\/\\x , 411,, 13• d /\\/\ / FOOTING — — — \ •. 1 • ' 'd a • • `r SEE STRUCT. n Wall Section Wedge SLOPE TOP OF RAKE BEAM (1/4" PER P-O") CONIC. RAKE BEAM, REFER TO STRUCT, NSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER 'OP OF PARAPET PER MFR. 2ECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE SPEC, STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. METAL COPING, PAINT TO MATCH CUSTOM COLOR EIFS-I. T/ WEDGE FRAMING VARIES _ \ 2 (SEE ELEVATIONS) J12 101' I" EXTERIOR INSUL. FINISH SYSTEM ON 5/8" EXT. GYP. SHEATHING ON 6" 16 GA METAL STUDS o 16" O.C. ":.:';.• OLT/ MASONRY - - 26'-8" AFF 101 I I I I.. I I I I I I OL JOIST BEARING, T/ CONIC. BEAM _ 22'-0" AFF I 0 'd 4. d CONCRETE BEAM, SEE STRUCT SLOPE TOP OF RAKE BEAM (1/4" PER 1'-019 GONG. RAKE BEAM, REFER TO STRUCT, INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR. RECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE SPEC, STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. d ' • ° . 5/S" DID. R 1/8" HAT ANNEL FURRING 1 ++ ° rl4 I � I .. a s '. • A-10 I I d °d STOREFRONT OPENING _ a , OL ' ROLL DOWN 19'-4" AFF SHUTTER SHROUD DRIP EDGE 5/S" GYP, 5D. OVER 116" HAT CHANNEL FURRING PROVIDE HEAD RECEPTOR FOR DEFLECTION OF BEAM ABOVE, ALLOW FOR P MIN. DEFLECTION. DADE COUNTY IMPACT GLAZING, SET IN PREFIN15HFD ALUMINUM STOREFRONT FRAMING, SEE SPECS GYP. 5D. OVER GONG. COLUMN BEYOND VERTICAL AND HORIZONTAL PAINT DECK PT -I AND STENCIL IN RED "THIS AREA REINFORCING TYPICAL. NOT FOR STORAGE" EVERY 4'-O" SEE STRUCTURAL DRAWINGS FACE OF WALL BEYOND rl 4 i„" PLYWOOD 5EHIND STOREFRONT GLAZING A50VE ®" O VESTIBULE/OFFICES TYPICAL A-10 4'-O" 3' 18 GA. METAL DECKING I 12" CMU WITH INSULATION IN F - - - - - - ALL CORES (TYP.) T/ STEEL BEAMLJ ---------------- — 11'-4" AFF — ' - i RECESSED LIGHT FADE COUNTY IMPACT GLAZING, I II FIXTURES, SEE SHEET A-4 SET IN PREFINISHED ALUMINUM LAY -IN CEILING STOREFRONT FRAMING, SEE II SPECS SECURITY SHUTTER INSIDE FACE OF MASONRY II WALL TOOLED FOR FINISH 11 SURFACE TO BE PAINTED SUPPLY AIR DUCTS -SUSPEND I W/ STEEL AVIATION CABLE - II SEE MECHANICAL DRAWINGS u II STEEL COLUMN BEYOND (SEE STRUCT.), PROVIDE PREFINISHED BREAK - METAL WRAP AUTOMATIC SLIDING DOOR - u I I I I I ul VESTIBULE 101 I I I I I I 5OLLARD TYPE 'A' SEE 5/A-11 FOR DETAILS AND I/A-I.1 FOR LOCATIONS IPL CONCRETE SIDEWALK OVER COMPACTED SUBGRADE, REFER CIVIL DRAWINGS FOR li z_ I/2" EXPANSION JOINT CONFIGURATION AND SLOPE WITH CONTINUOUS SEALANT ALONG TOP. I I 14 • • • ' • 1 ' 1/2" PREMOLD EXP. AII REFER TO FINISH - REINF. CONC. 5LA5 ON GRADE;, FILL TOP 1/2" W/ GREY ii A-10 FLOOR PLAN FOR ; REFER STRUCTURAL DRAWINGS SEALANT II FLOORING MATERIAL / FINISH FLOOR II :.,,. T u d -0 ° ° d ° I ° °.,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ///. 1=1NF. CONIC. SLAB ON GRADE,\/\\/\\//\\/\\//�\/\\//\\//\\//\\/\� NOTE:/ REFER STRUCTURAL D\ RAWINGS' COORDINATE SUBSTRATE REQUIREMENTS WITH STRUCTURAL DRAWINGS, TYP. I I / d r I I I \\ COORDINATE SUBSTRATE REQUIREMENTS jREINF. CONC, FOOTING AND I I I 1 //� d ° ;° \/i /i REINF, GONG. FOOTING AND WITH STRUCTURAL DRAWINGS, TYP. FOUNDATION, REFER TO STRUCT. I \ a // / FOUNDATION, REFER TO STRUCT. OL B/ FOOTING_ _ I _ I I _ I _ //� d SEE STRUCT. � I I � REFER TO A 1 Wall Section Storefront L — — J I STRUCTURAL SCALE: 3/4" = P-0" / 5 A-10 DECKING I .- d AUTOMATIC, SLIDING DOOR 10 A-10 it HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216- 4 64 -6592 E-MAIL: mailboxfa herschmanarchitects.com SQ. FT. CAL.CS RI=TAIL.: 2 98 S STAGING: INSTALL: TOTAL.: 30 2.4 &f CONCEPT: 30K <10F CONCEPT PATE: G.O.-21 FIXTURE REI_. 12 -11- 04 G.O.-13 FINAL REL. 02-11-OE5 STORE NUMBER: SCALE: 3/4" = 1'-0" WALL SECTIONS SCALE: 3/4" = P-0" SCALE: 3/4" = P-0" ° °d °a i nqWall Section Wedge SLOPE TOP OF RAKE BEAM (1/4" PER 1'-O") CONIC, RAKE BEAM, REFER TO STRUCT. INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR. RECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLY150CYANURATE INSULATION SEE SPEC. STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. VERTICAL AND HORIZONTAL REINFORCING TYPICAL. SEE STRUCTURAL DRAWINGS 12" CMU WITH INSULATION IN ALL CORES (TYP.) INSIDE FACE OF MASONRY WALL TOOLED FOR FINISH SURFACE TO BE PAINTED 1/2" EXPANSION JOINT WITH CONTINUOUS SEALANT ALONG TOP. REINF. GONG. 6LA5 ON GRADE, REFER STRUCTURAL DRAWINGS ---�— COORDI ATE SUBSTRATE REQUIREMENTS WITH STRUCTURAL DRAWINGS, TYP. REINF. GONG. FOOTING AND FOUNDATION, REFER TO STRUCT. METAL COPING, PAINT TO MATCH CUSTOM COLOR EIFS-I. \ o � 2 T/ WEDGE FRAMING VARIES _ `P (SEE ELEVATIONS) A-12 I I / I I . P EXTERIOR INSUL. FINISH SYSTEM lit ON 5/0" EXT. GYP. SHEATHING ON 6" 16 GA. METAL STUDS 10 16" O.C. T/ MASONRY _ 26'-8" AFF JOIST BEARING (HIGH) OL 22'-0" AFF— — I" EXTERIOR INSUL. FINISH SYSTEM ON 5/5" EXT, GYP. SHEATHING ON V 16 GA. METAL STUDS e 16" O,G. T/ EIFS _CONTROL JOINT 7'-4" AFF — I" EXTERIOR INSUL. FINISH SYSTEM ON 5/S" EXT. GYP. SHEATHING ON 6" 16 GA. METAL STUDS 16" O.C. I I I I I I I I I �OI I I I I I I I 1 0 1 1 a I I I I I I I 1 0 1 I I I I I 101 I I I ' I I I 101 I + +I I I I I 101 I I, I' 1/2" EXPANSION JOINT WITH I + + CONTINUOUS SEALANT ALONG TOP O S" GONG, CURB (OCCURS AT WEDGE BASE ONLY) I I I I CONCRETE SIDEWALK OVER I COMPACTED SUBGRADE, REFER CIVIL DRAWINGS FOR CONFIGURATION AND SLOPE • FINISH FLOOR d a •' ° d: d ° a. v I d \\/\\/\\/\\x , 411,, 13• d /\\/\ / FOOTING — — — \ •. 1 • ' 'd a • • `r SEE STRUCT. n Wall Section Wedge SLOPE TOP OF RAKE BEAM (1/4" PER P-O") CONIC. RAKE BEAM, REFER TO STRUCT, NSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER 'OP OF PARAPET PER MFR. 2ECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE SPEC, STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. METAL COPING, PAINT TO MATCH CUSTOM COLOR EIFS-I. T/ WEDGE FRAMING VARIES _ \ 2 (SEE ELEVATIONS) J12 101' I" EXTERIOR INSUL. FINISH SYSTEM ON 5/8" EXT. GYP. SHEATHING ON 6" 16 GA METAL STUDS o 16" O.C. ":.:';.• OLT/ MASONRY - - 26'-8" AFF 101 I I I I.. I I I I I I OL JOIST BEARING, T/ CONIC. BEAM _ 22'-0" AFF I 0 'd 4. d CONCRETE BEAM, SEE STRUCT SLOPE TOP OF RAKE BEAM (1/4" PER 1'-019 GONG. RAKE BEAM, REFER TO STRUCT, INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR. RECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE SPEC, STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. d ' • ° . 5/S" DID. R 1/8" HAT ANNEL FURRING 1 ++ ° rl4 I � I .. a s '. • A-10 I I d °d STOREFRONT OPENING _ a , OL ' ROLL DOWN 19'-4" AFF SHUTTER SHROUD DRIP EDGE 5/S" GYP, 5D. OVER 116" HAT CHANNEL FURRING PROVIDE HEAD RECEPTOR FOR DEFLECTION OF BEAM ABOVE, ALLOW FOR P MIN. DEFLECTION. DADE COUNTY IMPACT GLAZING, SET IN PREFIN15HFD ALUMINUM STOREFRONT FRAMING, SEE SPECS GYP. 5D. OVER GONG. COLUMN BEYOND VERTICAL AND HORIZONTAL PAINT DECK PT -I AND STENCIL IN RED "THIS AREA REINFORCING TYPICAL. NOT FOR STORAGE" EVERY 4'-O" SEE STRUCTURAL DRAWINGS FACE OF WALL BEYOND rl 4 i„" PLYWOOD 5EHIND STOREFRONT GLAZING A50VE ®" O VESTIBULE/OFFICES TYPICAL A-10 4'-O" 3' 18 GA. METAL DECKING I 12" CMU WITH INSULATION IN F - - - - - - ALL CORES (TYP.) T/ STEEL BEAMLJ ---------------- — 11'-4" AFF — ' - i RECESSED LIGHT FADE COUNTY IMPACT GLAZING, I II FIXTURES, SEE SHEET A-4 SET IN PREFINISHED ALUMINUM LAY -IN CEILING STOREFRONT FRAMING, SEE II SPECS SECURITY SHUTTER INSIDE FACE OF MASONRY II WALL TOOLED FOR FINISH 11 SURFACE TO BE PAINTED SUPPLY AIR DUCTS -SUSPEND I W/ STEEL AVIATION CABLE - II SEE MECHANICAL DRAWINGS u II STEEL COLUMN BEYOND (SEE STRUCT.), PROVIDE PREFINISHED BREAK - METAL WRAP AUTOMATIC SLIDING DOOR - u I I I I I ul VESTIBULE 101 I I I I I I 5OLLARD TYPE 'A' SEE 5/A-11 FOR DETAILS AND I/A-I.1 FOR LOCATIONS IPL CONCRETE SIDEWALK OVER COMPACTED SUBGRADE, REFER CIVIL DRAWINGS FOR li z_ I/2" EXPANSION JOINT CONFIGURATION AND SLOPE WITH CONTINUOUS SEALANT ALONG TOP. I I 14 • • • ' • 1 ' 1/2" PREMOLD EXP. AII REFER TO FINISH - REINF. CONC. 5LA5 ON GRADE;, FILL TOP 1/2" W/ GREY ii A-10 FLOOR PLAN FOR ; REFER STRUCTURAL DRAWINGS SEALANT II FLOORING MATERIAL / FINISH FLOOR II :.,,. T u d -0 ° ° d ° I ° °.,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ///. 1=1NF. CONIC. SLAB ON GRADE,\/\\/\\//\\/\\//�\/\\//\\//\\//\\/\� NOTE:/ REFER STRUCTURAL D\ RAWINGS' COORDINATE SUBSTRATE REQUIREMENTS WITH STRUCTURAL DRAWINGS, TYP. I I / d r I I I \\ COORDINATE SUBSTRATE REQUIREMENTS jREINF. CONC, FOOTING AND I I I 1 //� d ° ;° \/i /i REINF, GONG. FOOTING AND WITH STRUCTURAL DRAWINGS, TYP. FOUNDATION, REFER TO STRUCT. I \ a // / FOUNDATION, REFER TO STRUCT. OL B/ FOOTING_ _ I _ I I _ I _ //� d SEE STRUCT. � I I � REFER TO A 1 Wall Section Storefront L — — J I STRUCTURAL SCALE: 3/4" = P-0" / 5 A-10 DECKING I .- d AUTOMATIC, SLIDING DOOR 10 A-10 it HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216- 4 64 -6592 E-MAIL: mailboxfa herschmanarchitects.com SQ. FT. CAL.CS RI=TAIL.: 2 98 S STAGING: INSTALL: TOTAL.: 30 2.4 &f CONCEPT: 30K <10F CONCEPT PATE: G.O.-21 FIXTURE REI_. 12 -11- 04 G.O.-13 FINAL REL. 02-11-OE5 STORE NUMBER: SCALE: 3/4" = 1'-0" WALL SECTIONS SCALE: 3/4" = P-0" SCALE: 3/4" = P-0" SLOPE TOP OF RAKE BEAM (1/4" PER P-O") CONIC. RAKE BEAM, REFER TO STRUCT, NSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER 'OP OF PARAPET PER MFR. 2ECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE SPEC, STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. METAL COPING, PAINT TO MATCH CUSTOM COLOR EIFS-I. T/ WEDGE FRAMING VARIES _ \ 2 (SEE ELEVATIONS) J12 101' I" EXTERIOR INSUL. FINISH SYSTEM ON 5/8" EXT. GYP. SHEATHING ON 6" 16 GA METAL STUDS o 16" O.C. ":.:';.• OLT/ MASONRY - - 26'-8" AFF 101 I I I I.. I I I I I I OL JOIST BEARING, T/ CONIC. BEAM _ 22'-0" AFF I 0 'd 4. d CONCRETE BEAM, SEE STRUCT SLOPE TOP OF RAKE BEAM (1/4" PER 1'-019 GONG. RAKE BEAM, REFER TO STRUCT, INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR. RECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE SPEC, STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. d ' • ° . 5/S" DID. R 1/8" HAT ANNEL FURRING 1 ++ ° rl4 I � I .. a s '. • A-10 I I d °d STOREFRONT OPENING _ a , OL ' ROLL DOWN 19'-4" AFF SHUTTER SHROUD DRIP EDGE 5/S" GYP, 5D. OVER 116" HAT CHANNEL FURRING PROVIDE HEAD RECEPTOR FOR DEFLECTION OF BEAM ABOVE, ALLOW FOR P MIN. DEFLECTION. DADE COUNTY IMPACT GLAZING, SET IN PREFIN15HFD ALUMINUM STOREFRONT FRAMING, SEE SPECS GYP. 5D. OVER GONG. COLUMN BEYOND VERTICAL AND HORIZONTAL PAINT DECK PT -I AND STENCIL IN RED "THIS AREA REINFORCING TYPICAL. NOT FOR STORAGE" EVERY 4'-O" SEE STRUCTURAL DRAWINGS FACE OF WALL BEYOND rl 4 i„" PLYWOOD 5EHIND STOREFRONT GLAZING A50VE ®" O VESTIBULE/OFFICES TYPICAL A-10 4'-O" 3' 18 GA. METAL DECKING I 12" CMU WITH INSULATION IN F - - - - - - ALL CORES (TYP.) T/ STEEL BEAMLJ ---------------- — 11'-4" AFF — ' - i RECESSED LIGHT FADE COUNTY IMPACT GLAZING, I II FIXTURES, SEE SHEET A-4 SET IN PREFINISHED ALUMINUM LAY -IN CEILING STOREFRONT FRAMING, SEE II SPECS SECURITY SHUTTER INSIDE FACE OF MASONRY II WALL TOOLED FOR FINISH 11 SURFACE TO BE PAINTED SUPPLY AIR DUCTS -SUSPEND I W/ STEEL AVIATION CABLE - II SEE MECHANICAL DRAWINGS u II STEEL COLUMN BEYOND (SEE STRUCT.), PROVIDE PREFINISHED BREAK - METAL WRAP AUTOMATIC SLIDING DOOR - u I I I I I ul VESTIBULE 101 I I I I I I 5OLLARD TYPE 'A' SEE 5/A-11 FOR DETAILS AND I/A-I.1 FOR LOCATIONS IPL CONCRETE SIDEWALK OVER COMPACTED SUBGRADE, REFER CIVIL DRAWINGS FOR li z_ I/2" EXPANSION JOINT CONFIGURATION AND SLOPE WITH CONTINUOUS SEALANT ALONG TOP. I I 14 • • • ' • 1 ' 1/2" PREMOLD EXP. AII REFER TO FINISH - REINF. CONC. 5LA5 ON GRADE;, FILL TOP 1/2" W/ GREY ii A-10 FLOOR PLAN FOR ; REFER STRUCTURAL DRAWINGS SEALANT II FLOORING MATERIAL / FINISH FLOOR II :.,,. T u d -0 ° ° d ° I ° °.,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ///. 1=1NF. CONIC. SLAB ON GRADE,\/\\/\\//\\/\\//�\/\\//\\//\\//\\/\� NOTE:/ REFER STRUCTURAL D\ RAWINGS' COORDINATE SUBSTRATE REQUIREMENTS WITH STRUCTURAL DRAWINGS, TYP. I I / d r I I I \\ COORDINATE SUBSTRATE REQUIREMENTS jREINF. CONC, FOOTING AND I I I 1 //� d ° ;° \/i /i REINF, GONG. FOOTING AND WITH STRUCTURAL DRAWINGS, TYP. FOUNDATION, REFER TO STRUCT. I \ a // / FOUNDATION, REFER TO STRUCT. OL B/ FOOTING_ _ I _ I I _ I _ //� d SEE STRUCT. � I I � REFER TO A 1 Wall Section Storefront L — — J I STRUCTURAL SCALE: 3/4" = P-0" / 5 A-10 DECKING I .- d AUTOMATIC, SLIDING DOOR 10 A-10 it HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216- 4 64 -6592 E-MAIL: mailboxfa herschmanarchitects.com SQ. FT. CAL.CS RI=TAIL.: 2 98 S STAGING: INSTALL: TOTAL.: 30 2.4 &f CONCEPT: 30K <10F CONCEPT PATE: G.O.-21 FIXTURE REI_. 12 -11- 04 G.O.-13 FINAL REL. 02-11-OE5 STORE NUMBER: SCALE: 3/4" = 1'-0" WALL SECTIONS SCALE: 3/4" = P-0" SCALE: 3/4" = P-0" 5OLLARD TYPE 'A' SEE 5/A-11 FOR DETAILS AND I/A-I.1 FOR LOCATIONS IPL CONCRETE SIDEWALK OVER COMPACTED SUBGRADE, REFER CIVIL DRAWINGS FOR li z_ I/2" EXPANSION JOINT CONFIGURATION AND SLOPE WITH CONTINUOUS SEALANT ALONG TOP. I I 14 • • • ' • 1 ' 1/2" PREMOLD EXP. AII REFER TO FINISH - REINF. CONC. 5LA5 ON GRADE;, FILL TOP 1/2" W/ GREY ii A-10 FLOOR PLAN FOR ; REFER STRUCTURAL DRAWINGS SEALANT II FLOORING MATERIAL / FINISH FLOOR II :.,,. T u d -0 ° ° d ° I ° °.,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ///. 1=1NF. CONIC. SLAB ON GRADE,\/\\/\\//\\/\\//�\/\\//\\//\\//\\/\� NOTE:/ REFER STRUCTURAL D\ RAWINGS' COORDINATE SUBSTRATE REQUIREMENTS WITH STRUCTURAL DRAWINGS, TYP. I I / d r I I I \\ COORDINATE SUBSTRATE REQUIREMENTS jREINF. CONC, FOOTING AND I I I 1 //� d ° ;° \/i /i REINF, GONG. FOOTING AND WITH STRUCTURAL DRAWINGS, TYP. FOUNDATION, REFER TO STRUCT. I \ a // / FOUNDATION, REFER TO STRUCT. OL B/ FOOTING_ _ I _ I I _ I _ //� d SEE STRUCT. � I I � REFER TO A 1 Wall Section Storefront L — — J I STRUCTURAL SCALE: 3/4" = P-0" / 5 A-10 DECKING I .- d AUTOMATIC, SLIDING DOOR 10 A-10 it HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216- 4 64 -6592 E-MAIL: mailboxfa herschmanarchitects.com SQ. FT. CAL.CS RI=TAIL.: 2 98 S STAGING: INSTALL: TOTAL.: 30 2.4 &f CONCEPT: 30K <10F CONCEPT PATE: G.O.-21 FIXTURE REI_. 12 -11- 04 G.O.-13 FINAL REL. 02-11-OE5 STORE NUMBER: SCALE: 3/4" = 1'-0" WALL SECTIONS SCALE: 3/4" = P-0" SCALE: 3/4" = P-0" E n CL1 I d- CD CD (U c CLI m 73 I 0 Q S 00 CD Q I 75 O 4- C d I m CD CU Ln O Pq J O d Ln aJ nr' n O n o� d m Q / z W • H U METAL COPING, PAINT TO MATCH CUSTOM COLOR EIF5-I. .000 T/WEDGE FRAMING VARIES Y (SEE. ELEVATIONS) T/MAI Y SONRY �. 2 �Illl AFF I .e O �I I I I I" EXTERIOR INSUL. FINISH SYSTEM ON 5/8" EXT. GYP. SHEATHING ON 6" + + 16 GA. METAL STUDS m 16" O.C. I I lol I I I I JOIST BEARING (HIGH)OL _ 22'-011 AFF I n`' ; :a.:::•«' X :'.. OL B/ WEDGE SOFFIT F 'G. 19'-411 AFF FINISH FLOOR 0'-0" B/ FOOTI_NG_ SEE STRUCT. DRIP EDGE 1/2" EXPANSION JOINT WITH CONTINUOUS SEALANT ALONG T CONCRETE SIDEWALK OVER COMPACTED SUBG DE, REFER CIVIL DRAW NG5 FOR CONFIGURATION AND SLOPE— INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR. RECOMMENDATIONS SLOPE TOP OF RAKE BEAM (1/4" PER V-011) CONC. RAKE BEAM, REFER TO STRUCT, MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE SPEC. STEEL DECKING ON STEEL JOIST SEE STRUCTURAL. DWGS. 01 I ++ I+ + I I I \\\//\\/7 I \/ Wall Section a, Wedp-e VERTICAL AND HORIZONTAL REINFORCING TYPICAL. SEE STRUCTURAL DRAWINGS 12" CMU WITH INSULATION IN ALL CORES (TYP.) INSIDE FACE OF MASONRY WALL TOOLED FOR FIN15H SURFACE TO BE PAINTED 1/2" EXPANSION JOINT WITH CONTINUOUS SEALANT ALONG TOP. REINF. CONIC. SLAB ON GRADE, REFER STRUCTURAL DRAWINGS ° NOTE: COORDINATE SUBSTRATE REQUIREMENTS WITH STRUCTURAL DRAWINGS, TYP. REINK CONC. FOOTING AND FOUNDATION, REFER TO STRUCT. T/ MASONRY 26'-8-8" AFF METAL COPING, PAINT TO q MATCH CUSTOM COLOR EIF5-I. ® A-12 / 101\ �J 1 OL JOIST BEARING (HIC 22'-0" AFF T CV 1/2" EXPANSION J0114T WITH CONTINUOUS SEALA T ALONG CONCRETE SIDEWALK OVER COMPACTED 5UBGRAIDE, REFER CIVIL DRAW1436 FOR CONFIGURATION AND SLOPE - FINISH FLOOR G'-011 B/ FOOTING SEE STRUCT. i INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR RECOMMENDATIONS MECHANICALLY -FASTENED 51NGL1= PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE 5PEC. STEEL DECKING ON STEEL JOIST I SEE STRUCTURAL DWG5. •p. IX r r Ir r > > 11 } >1 VERTICAL AND HORIZONTAL VK REINFORCING TYPICAL. SEE STRUCTURAL DRAWINGS i IV CMU WITH INSULATION IN ALL CORES (TYP-) IN511DE FACE OF MA60NRY WALL TOOLED FOR FINISH SURFACE TO BE PAINTED P 1/2 EXPAN5ION JOINT WITH CONTINUOUS SEALANT ALONG TOP. REINF. CONIC. SLAB ON GRADE, REFER STRUCTURAL DRAWINGS /\\�\X/\\\ I\ j\\ j\\ j\\\� NOT / COORDINATE SUBSTRATE REQUIREMENTS WITH \/� ° //\\//' STRUCTURAL DRAWINGS, TYP. REINF. CONC, FOOTING AND FOUNDATION, REFER TO 5TRUCT. Q / Wall Section n Buildinia Front I� HERSCHMAN ARCHITECTS 1 N C 0 R P 0 R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mailboxrla herschmanarchitects.com SQ. FT. CAL -CS R1=tAl�: 25 90,4 &r- 3TAc,It�K�: INSTALL: 106 5 ----)T- TOTAL. 30 2&4 5F CONCI=PT: 30< <OF CONCI=PT DATI_: 05-0(o-04 G.O.-21 FIXTURI= REL.. 12-1-1-04 G.O.-13 FINAL- R1=1-. 02-11-05 Q }—u— n�z LK q BID/PERMIT SET 07-27-04 0, SCALE: 3/4" =1'-0" WALL SECTIONS A-9 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" E n nJ I d- 0 0 CU 0 73 I Q� 0 Q Co 0 Q I 75 O (4- c I m 0 Pq -N v) w Pq J LL O y- c d vi of n O IZ 0) d 0) Q I— z w H J U / METAL COPING, PAINT TO 2 MATCH CUSTOM COLOR EIF5-1. A-12 T/ EIFS_ 30'-6" AFF I II PROVIDE 5/6" PLYWOOD IN LIEU OF + + — — — + + EXT. GYP. BD. AT SIGN LOCATION + + 1— + + pUll I I I I I I T/ MASONRY Y 26 -8 AFF I�I I P EXTERIOR INSUL. FINISH SYSTEM ON 5/8" EXT. GYP. SHEATHING ON 6" 16 GA. METAL STUDS e 16" O.C. JOIST BEARING (HIGH) 22'-0" AFF OL B/ WEDGE SOFFIT F _ 19'-4" AFF T DRIP EDGE N IN � u 1/2" EXPANSION JOINT WITH CONTINUOUS SEALANT ALONG CONCRETE SIDEWALK OVER COMPACTED W5GRAIDE, REFER CIVIL DRAWINGS FOR CONFIGURATION AND SLOPE OSL FINISH FLOOR - 0'-0" .a B/ FOOTING SEE STRUCT. PARAPET RETURN BEYOND INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR RECOMMENDATIONS EIFS 70 RETURN ON BACKSIDE PARAPER RETURN -3/4" EXT. GRADE PLYWOOD SHEATHING (FIRE RETARDANT TREATED) OVER 6" METAL FRAMING - INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP OF PARAPET PER MFR. RECOMMENDATIONS MECHANICALLY -FASTENED SINGLE PLY MEMBRANE ROOFING SYSTEM POLYISOCYANURATE INSULATION SEE SPEC. STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWS. VERTICAL AND HORIZONTAL REINFORCING TYPICAL. SEE STRUCTURAL DRAWINGS 12" CMU WITH INSULATION IN ALL CORES (TYP.) INSIDE FACE OF MASONRY WALL TOOLED FOR FINISH SURFACE TO BE PAINTED 1/2" EXPANSION JOINT WITH CONTINUOUS SEALANT ALONG TOP. REINF. CONC. SLAB ON GRADE, REFER STRUCTURAL DRAWINGS • 4a ��///\ COORDINATE SUBSTRATE \\\ \ .� I\\\\\\/ REQUIREMENTS WITH a G ; STRUCTURAL DRAWINGS, TYP. \REINF. GONG. FOOTING AND ' \//\>\/FOUNDATION, REFER TO STRUCT. Q Wall Section na, Buildinv Side SCALE: 3/4" = V-0" METAL COPING, PAINT TO MATCH CUSTOM COLOR EIFS-I. 4 / A-12 OL T/ MASONRY 26' 8" AFF l ` l INSTALL ROOFING MEMBRANE CONTINUOUSLY UP AND OVER TOP xi OF PARAPET PER MFR. RECOMMENDATIONS I MECHANICALLY -FASTENED NOTE: I SINGLE PLY MEMBRANE REFER TO DET, 6/A-12 FOR ROOFING SYSTEM OVERFLOW SCUPPER DETAILS POLYISOCYANURATE INSULATION SEE SPEC. A-12 SLOPE AS REOD, ITO SCUPPER JOIST BEARING, T/ CONC. BEAM 0" AFF.:e.. .. I OPEN FACED DOWNSPOUT HANGER PROVIDE ONE AT TOP, BOTTOM, AND ANY INTERMEDIATE JOINTS. PAINT TO --- MATCH COPINGS. PAINT TO MATCH CMU-1 6" X 6" OPEN FACED DOWNSPOUTS PAINT TO MATCH CMU-1 BOLLARD TYPE "B" REFER TO DIET, 5/A-II, SEE A -I FOR LOCATIONS I i � I i STEEL DECKING ON STEEL JOIST SEE STRUCTURAL DWGS. VERTICAL AND HORIZONTAL REINFORCING TYPICAL. SEE STRUCTURAL DRAWINGS 12" CMU WITH INSULATION IN ALL CORES (TYP.) INSIDE FACE OF MASONRY WALL TOOLED FOR FINISH SURFACE TO BE PAINTED 1/2" EXPANSION JOINT WITH CONTINUOUS 1/2" EXPANSION JOINT WITH I SEALANT ALONG TOP. CONTINUOUS SEALANT I REINF. CONC. SLAB ON GRADE, ALONG TOP REFER STRUCTURAL DRAWINGS OL I FINISH FLOOR " 0'-0- CONCRETE B \\j\\ OADING I OC LOADING DOCK RAMP \ \\i VARIES ad a '...4 Q a " a I /\\� / 4 :a B/ FOOTING _ I I_ I 'a a SEE STRUCT. I y NOTE: COORDINATE SUBSTRATE REQUIREMENTS WITH STRUCTURAL DRAWINGS, TYP. REINF. CONC. FOOTING AND FOUNDATION, REFER TO STRUCT. � Wall Section (a, Building Rear SCALE: 3/4" = P-0" I NA, IN HERSCHMAN ARCHITECTS IN C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mailboxFd her schmanarchitects.com SQ. FT. C,4J_CS RETAIL: 2E�9O-4 S1= STAGsIWG: 3 215 6F INSTALL: 1 0(0 5 SF TOTAL: 302&-4 6F. SCALE: 3/4" = 11 -01' WALL SECTIONS A-90 n /Cm) J I 0 0 Cll CID 0) 75 CD r-, Q I 7 0 4- C_ d I 0 _p Ln 0 Iq J W Zi (0 d 0 / W n� W n /0 nn1 L�^L' W d 0) Q / f �- Z ' W H U 14 A-10 32'-0" (HOLD) CONCRETE COLUMNS AND BEAM BEYOND I SEE NOTES +'S AND No 4'-0" 1'-11/2" 4'-4 1/4" 4'-41/4" 1'-1 1/2" 4'-0" r-2 1/2" 1 2 1/2y' (TYP. AT STOREFRONT) --- ------------------ ----------- - - - - - - - - - - - - - - - - - - --------� 20 ILK I5EGURITY I IOIN 20 I A-10 SHUTTER I I SECURITY SHUTTER A-10 - T® G.-3 l 1 SIM. 1 1 I zOU STEEL BEAM WITHIN STOREFRONT (SNOIIN DASHED), SEE DETAILS THIS =— � I I SHEET 4 STRUCT DRAWINGS. I I i 1 I o �- - ----------------------- ------------------ :-------- ----------------- ----- ----i r-------- I..,....,,,. -------------------------- � _ 1•.•..........•..... ... .....• 101E C� ..... ......•.,., 1„ 1II ..,• .............•••, iII I...•... .., ••..... ........... ........SECURiTY SHUTTER SECURITY SHUTTER I I I FO— PAINTED SPIRAL BEYOND. I I I I I I I I SEE MECH. DRAWINGS I I I Q u 22 I I I I A-10 I I I I I I � L _ — J STEEL COLUMN WITHIN STOREFRONT (SHOIIN DASHED), BREAK METAL WRAP to SEE DETAILS THIS SHEET 4 STRUCT DRAWINGS. MATCH STOREFRONT 15'-1 I/2" 8" 15'-1 1/2" 16 Elevation @ Exterior Entrance/ Glazing SCALE: 1/4" = 1'-0" GLASS TYPES 1/4" TEMPERED GLASS W/TINT: �-" SEE NOTE n CAL -2 1/4" CLEAR TEMPERED GLA55 1" INSULATED UNITS, ANNEALED FLOAT GLASS W/TINT: SEE NOTE 09. EXTERIOR GLAZING TO MEET DADE COUNTY IMPACT REQUIREMENTS 32'-0" (M.O.) SEE NOTES S AND Wo NOTES U ANY EXP05EP STRUCTURAL STEEL MEMBERS TO RECEIVE PREFINISHEID BREAK METAL WRAP, COLOR TO MATCH STOREFRONT. 2) INTERIOR STOREFRONT DOORS TO BE GLASS TYPE GL-2 3) GLASS FOR AUTOMATIC DOOR PACKAGES TO BE SUPPLIED BY GLAZING CONTRACTOR 4) STOREFRONT CONTRACTOR TO PROVIDE ALL 5nAKMETAL WRAPS AND ENCLOSURES 5) DIMENSIONS HAVE ONLY 1/8" TOLERANCE. DO NOT EXCEED TOLERANCE. (o) WINDOW MULLIONS TO ALIGN WITH DOORS AS SHOWN. COORDINATE WITH DOOR M. 1) SECURITY SHUTTER DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION, 8) WHERE APPLICABLE, ATTACH SECURITY SHUTTERS TO STEEL COLUMNS OR WALL IN LIEU OF ATTACHING TO STOREFRONT. 9) GLAZING TINT TO BE "SOLAR GRAY", SEE SPECS FOR DETAILS. 10) ALL GLAZING TO MEET DADE COUNTY IMPACT REQUIREMENTS. V w co < ' d ' d CONCRETE BEAM, SEE 5TRUCT. 5/6" GYP. BD. OVER 1/8" HAT CHANNEL FURRING T.O. STOREFRONT /-6, SEE ELEVATION SHROUD FOR ROLL -DOWN SHUTTER -GC. TO PAINT TO MATCH WALL HEAD RECEPTOR FOR DEFLECTION OF BEAM ABOVE, ALLOW FOR P DEFLECTION. INSIDE FACE OF WALL INSULATED STOREFRONT GLAZING P.T. WD BLOCKING AS REQ'p T.O. DECKING ME 11'-7 A.F.F. 3" IS GA. METAL DECKING TS 10x8x3/8 LAY -IN CEILING SHROUD FOR ROLL -DOWN SHUTTER-G.C. TO PAINT TO MATCH CEILING BREAK METAL ENCLOSURE -FINISH TO MATCH STOREFRONT UN15ULATED TRANSOM ALUM. SECURITY SHUTTER TRACK AUTOMATIC DOOR SENSOR HEAP WALL BEYOND FIXED PANEL BEYOND AUTO SLIDING DOOR CONTINUOUS THRESHOLD BY AUTOMATIC DOOR CONTRACTOR ENTRY MAT CARPET TILE *5 DOWELS 012" O.C., 12" EMBEDMENT 14 Exterior Entrance Detail @ Threshold SCALE: 1-1/2" = P-0" NOTE: 5/8" GYP. BD. OVER METAL FRAMING G.C. TO PAINT ALL SHUTTER SUPPORTS TO MATCH STOREFRONT. CONC. COLUMN, SHUTTER HOUSING SEE STRUCT. ALUM. SHUTTER 511DE ABOVE (SHOWN ALUM. SHUTTER TRACK BY SHUTTER MFR DASHED) SIDE CRACK BY 5/8" GYP. BD. OVER SHUTTER MFR. METAL FRAMING 5/8" GYP. BD. OVER 1/8" HAT CHANNEL FURRING a BREAK MTL. OVER CONC. COLUMN ° a d . ENCLOSURE, FINISH TO TS 10x8x3/8 COLUMN 12" CONCRETE MASONRY UNITS, ' MATCH 5TOREFRONt WRAPPED IN BREAK METAL. SEE STRUCT. 5REAKMETAL ENCLOSURE FIN16H SEE STRUCTURAL DWGS. - �° AUTOMATIC DOOR TO MATCH STOREFRONT (TYP.) FIXED d d d d 'd A d• - — -_ C4"FT - �, CV _ _ _ 4" I/4° EXTERIOR FACE OF BUILDING BREAKMETAL 1/4" cONT. BACKER 1/4" ROD 4 SEALANT EXTERIOR FACE OF BUILDING CONT. BACKER ROD 4 SEALANT ENCLOSURE, FINISH TO In CONT. BACKER ROD 4 SEALANT MATCH STOREFRONT (TYP.) I P EXTERIOR INSUL. FINISH SYSTEM ON 5/8" EXT. GYP. SHEATHING ON lo" 16 GA. METAL STUDS m 16" O.C. CONC. COLUMN, SEE 5TRUCT. 5/8" GYP. BD. OVER 1/6" HAT CHANNEL FURRING p D •p •p' D n•� OVER CONC. COLUMN 12" CONCRETE MASONRY UNITS, SEE STRUCTURAL DWGS. p. n pD n (a D D • . D D / .. Q .D • n CONTINUOUS BREAKMETAL CAP AROUND 3" 18 GAUGE PERIMETER OF LP OFFICE / VESTIBULE. METAL DECKING COLOR TO MATCH STORE FRONT. 1T1/ 1DECKING111'-/11 6" METAL STUD HEADER 2 X WOOD BLOCKING CONTINUOUS BREAKMETAL WRAP OVER 3/4" PLYWOOD. BREAKMETAL TO CONTINUE AROUND PERIMETER OF LP OFFICE / VESTIBULE. COLOR TO MATCH STOREFRONT FRAMING. LAY -IN CEILING 5 Interior Entrance @ Door Head CC A T F• 1 -1 /9 = 1 1-!1° 10 Interior Entrance @ Threshold SCALE: 1-1/2" = P-0" (2) DOUBLE (o" METAL STUDS JAMB SHIM, AS REQ. BREAK METAL WRAP T J MATCH STOREFRONT AUTOMATIC DOOR FIXED PANEL EDGE OF PARTITION BEYOND 1/2" CONTINUOUS ALUM. THRESHOLD BY AUTOMATIC DOOR CONTRACTOR CONC. FLOOR SLAB DOUBLE ME*"I scups JAMS AUTOMATIC C FIXEDD PANE, sNIM, As RE C., 15 Interior Entrance Detail @Mullions GALE: 1-1/2" = V-0" CONT, I AND S{ CONT. BACKE AND SEALAN', 20 Storefront Glazing @ Jamb SCALE: 3" = 1'-0" TYP. ! X MOD. I A010_10.dwg 05-03-02 TYP. I X I MOD. A010 15.dwg 03-1 12" CONCRETE MASONRY UNITS SEE STRUCTURAL DWGS. SHIM AS REQUIRED it HERSCHMAN ARCHITECTS IN C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mailboxrla hers chmanarchitects.com 5Q. FT. CALC5 RETAIL.: 2�59O-4 •Sf STAGIW4: INSTALL: 1 0(0 5 5F TOTAL: 30,2�4 5d CONCEPT: 30< 1<OF CONCEPT DATE: 05 - 06 - 04 G.O.-21 FIXTURE REL. 12 -11- 04 G.O.-13 FINAL REL. D2-11-05 �Q "A LU 7z �q Blp/PERMIt SET 07-27-04 n- SCALE: AS NOTED PLANS & ELEVATIONS AT STOREFRONT 22 Exterior Entrance @ Jamb SCALE: 1-1/2" = V-0" CONTROL JOINT/EXPANSION 3� JOINT SEE PLAN FOR LOCATIONS, RE: I/A-lI AND ELASTIC SEALANT 1" DEEP MIN. CONDITION AT DASHED LINES 2/A REINFREPRESENT FACE OF CONTROL JOINT . CONC. SLAB' WALL/COLUMN/CURB TO REFER TO ARCHITECTURAL PLANS/SECTIONS. CONCRETE SIDEWALK/SLAB 1/4° SURFACE GROOVE At 6° O.C. PERPENDICULAR TO PATH 04 REBARS a 12" O.G. EACH WAY ;' AN REINFORCE WITH 6"X(o" W.W.M. OF TRAVEL FOR DETECTABLE I DO NOT RUN CONTINUOUS 1/2" PREMOLDED JOINT FILLER DO NOT RUN CONTINUOUS WARNING SURFACE. a o o . o' . o' . o o • THROUGH EXPANSION JOINT _ 1 I THROUGH EXPANSION JOINT _ _u WITH 1/2 SEALANT AT TOP D D D L 1/2 PREMOLDED Z . o . �� JOINT � . , o , • o• , • , o• , • , o• , t .. �. , �► , I/� a FILLER WITH P SEALANT At STANDARD CURB AND °�� ° °�� 0V ° TOP GUTTER, RE: 2/A-II �o �(� o 00,,Q �S,Q a c0 0 0�0 C� �o0lln°000II�� FILL -SEE CIVIL 4 SPECS. \ ,••Q• o • \ OoOC�°� C�°0 ° �o 0 0 0 * * CONCRETE CURB CONCRETE SIDEWALK/SLAB ASPHALT PAYING FLARED SIDE E RAMP, •� REINFORCE WITH 6"X�o" W.W.M. DO MAXIMUM SLOPE 1:12 al NOT RUN CONTINUOUS THROUGH .. v. v. �, EXPANSION JOINT a o � � EXP. JOINT MATERIAL HOLED ° ACCESSIBLE CURB RAMP, DOWN I" MIN. 10 MAXIMUM SLOPE 1.12 FILL - SEE CIVIL AND D' sPEc. NOTE: ALL RAMPS AND CURB CUPS SHALL CONFORM NOTE: COORDINATE EXTENT OF CONC. LOADING DOCK W/ CIVIL TO THE LATEST FILL - SEE CIVIL AND REQUIREMENTS OF ANSI 111.1 1 SPEC. AND PART 36 OF THE 28 CFR (ADAAG). i n/Isolation Joint at Sidewalk TYP.=MOD. Control Joint and Curb Detail at Sidewalk TYP. X MOD. 3 Handicap Ramp Detail TYP. x MOD. 4 Expansion Joint at Loading Dock TYP. x MODxpans o2 A011_04.dwg 05-24-02 ' SCALE: 1-1/2" = P-O" A011_Ol.dwg 03-12-04 SCALE: 1-1/2" = P-0" A011 02.dwg 05-24-02 SCALE: 1/4° = 1'-0° A011_03.dwg OS-24-02 SCALE: 1-1/2" = 1'-0" 1 1/2 " STEEL PIPE RAILING (PAINT TO MATCH DOCK 10" I DOORS) WITH BLACK VINYL 70, 2" DOME CONCRETE COATED CHAIN LINK FENCE 6 1/211 8" DIAMETER 411 2" DOME CONCRETE PRESET STEEL PIPE PRECAST CONCRETE BOLLARD �" ID PIPE W/GONG. 4" ID PIPE W/GONG. = SLEEVE (�" LONG MIN.) (SEE SPEC FOR COLOR ANp i FAINT YELLOW FILL $ PAINT (SEE HERSCHMAN MANUFACTURER) FILL P ARCHITECTS (SEE SPED FOR EXACT SPEC FOR COLOR) cn CHAMFER CORNERS At I N C O R P O R A T E D 1/2" EXPANSION COLOR) RETAINING WALL - °' .. F-7 U. JOINT RE: 1/4-10. i/2 x6 x6 STEEL tYIP. 2 3 6 2 5 GRADE RASE BOLT TO 1/2 PREMOLDED JOINT COMMERCE PARK m FLOOR - (L FILLER WITH I" SEALANT At CLEVELAND, OHIO s :::..:•.. TOP TOP OF ASPHALT/ 4 4 1 2 2 4 FAX 216-464-6592 / `•< CONCRETE TOP OF FINISHED FLOOR CONCRETE SIDEWALK OR PHONE 216-464-4144 4 SAND ° E-MAIL; mallboxfd PAVING _ / , .a• a ' ` ..• III; hersohmanarchitects.com 61 CONCRETE FOOTING _— / c � � /.• •. b°: .: •'.,.,: �/ � REINFORCED CONCRETE / ut RETAINING WALL (SEE v 9 STRUCTURAL) 1/2 EXPANSION N / u' _ / .a .• ;</ JOINT RE: I/A-10, 4 I II SQ. FT. CALCS `a. CONCRETE FOOTING 3" PIA. P.V.C. SOIL DRAINAGE RETAIL: / z� PIPE WITH MET. SCREEN AT 2 9a4 5F ABIOVED NISHE AT IDOCKSLAB611 STAraiNG: 00 n D D D D V7 III—_ 1 INSTALL 06 5 SP O A TYPE C �30LLARD I I � � • °, ° , = CONCRETE ecs �RucRAL FOOTING TOTAL: � T�I'PE A BOLLARD TYRE B LL RD EXPANSION JOINT iI Ii 3� 2 (o -' 5F RE:4/A-11 - — — — — 771 CONCEPT: Bollard "Type A" Decorative Bollard at Storefront Bollard "Type B" (Exterior Use) Bollard "Type C" (Interior Use) TYP. x MOD. % Retaining Wall at Loading Dock TYP. x MOD. 8 Not Used TYP. X MOD. � DK KOP • 5 yp ( )' A011_05.dwg 03-12-04 scALE: 1/2" =1'-0° A011_07.dwg OS-24-02 SCALE: 1° = 1'-0" A011_08.dwg 11-14-03 CONCEPT DATE: SCALE. 1/2 - 1 -0 i'-4" 11112" VERTICAL POST, " /- G.O.-21 FIXTURE REL. CLIP 4 FASTEN a 9" APART MAX. / �11/ INSIDE OF SHROUD CENTERLINE OF SHROUD III � / z \ G.O.-13 FINAL REL. 11/z GUARDRAIL 4/ I N / STORE NUMBER: LIGHT GAUGE BENT / \ METAL PLATE DECORATIVE SHROUD Iiii" HANDRAIL EXTERIOR FACE OF WALL OPENING IN BACK STRUCTURE PLATE 3/S" - 16 X 3/4" LONG - 1 VERTICAL SUPPORTS, STAINLESS STEEL HEX HEAD LIGHT FIXTURE, SEE 4" APART MAX. BOLTS - TYP. OF FOUR ELEC. DRAWINGS MOUNT TO STRUCTURE - N �N INDEPENDENTLY OF - MOUNT SHROUD TO WALL WITH SHROUD. �r FOUR 1/2" X 3" EXPANSION BOLTS.411 SEE ELEVATION _ �J 11i2" GUARDRAIL LIGHT FIXTURE - SEE ELECT.L-1 DRAWINGS NOTE: 1/2" DIA. HOLES (4) IN BACK ELEVATION SECTION d A-11 FOR WALL LOCATIONS STRUCTURE PLATE. MOUNT V� 111/2" HANDRAIL SHROUD TO MASONRY WALL CD SEE ELEVATIONS WITH 1/2" X 3" EXPANSION BOLTS. r , I" VERTICAL SUPPORTS, I _ 4" APART NOTI CD SHROUD BACKPLATE WR,4P�ER ARE CONST. @ �' MAX. O cv = OF .090 (5052 ALUM° INTERIOR OF SHROUD IS TO BE PAINTED WHITE C0 EXTERIOR OF SHROUD IS TO BE PAINTED 'T ELLOW (SEE SPEC FOR EXACT COLOR) SEE LIGHT FIXTURE SCHEDULE ON E-(o FOR MANUF. AND CONTACT INFORMATION. C ELEVATION STAIR � 0) TYP. X MOD. EXterlor Ll ht Shroud Elevation TYP. X MOD. Not Used TYP. X MOD. 12 Guardrail and Handrail TYPEx] MOD. 9 Exterior Light Shroud Plan 1 g 11 AOi 1_11.DWG 06-11-04 SCALE: 1/2" =1'-0" A011_12.dwg 05-24-02 A011 09.DWG 05-24-02 SCALE: 1-1/2" = 1'-0" A011 l0.dwg OS-24-02 SCALE: N.T.S. � SCALE: 3/4" = 1'-0" — J� 75 3 EQ. SPACES = V-0" FACE OF WALL PARTITION `0 15 4" PL. LAM. PL. LAM. - � 2 -0' �- FRAMED MIRROR, TYP. SEALANT d BACKSPLASH CONT. AROUND ALL FOUR SIDES (2) LEVELS OF A -II z, , , i4 , , ,, , SEALANT CONt. AT ALL ADJUSTABLE SHELVES FINISH EXPOSED PLASTIC LAMINATE WALLS. TYP. SET COUNTERTOP, - ENDS W/ PL-3 = _� HARpWD. EDGE IN-ONE�� 11 , SOAP FINISH FL-3 �- N 3/4" N.P. PART. PD. DECK. SEE LAVATORY DISPENSER _ _ — _ = CLEAR SEALANT m ADJUSTABLE SHELF ^ �� TYP. �04 TYP. W/ CABINET LINER ATTACH NPER PROVIDE 61 I/4 CLEAR SPACE �� - 2 m P� �� = MANUFACTURER � ON ALL SURFAeEs. ' PAPER TOWEL — — — INSTALL 'J' MOLDING 1X4 WOOD BLOCKING - , ,, �,, , , ,, , ;; PL-3, ON 3/4" INSTRUCTIONS 1�EV. 1�ATE m DISPENSER ON EXPOSED ENDS (TYPICAL) ``� PART. BD. INSTALL PL-I ON — PL-l. RE: 3/A-13 SHELF STANDARDS - h DOORS — — — — — — — — — — / SURFACE MOUNTED 2 _ 1011 J WALL �� BEHIND TO SINK — — 3 DRAWER GLIDE - _ - Q APP, 4 -I® A.F.F. @ ; PLI MICROWAVE SEALANT TYP. N.I.C. A-13 1/4" PARTICLE BD. ' _ _ " cn CRAB NET LL INTERINER OR ON • ' ' ' ' COUNTER TOP 4 3/4" H.D. PART. BD. _ _ SURFACES 0 O O O c0 0110 4" BACKSPLASH ADJUSTABLE SHELF = _ - _ _ _ _ W/ CABINET LINER _ _ N 0 \ t' 1/4" PART. Bp. ` d FIN15H EXPO5Ep _ - I ENDS W/ PL-3 _ PLI ON ALL SURFACES. r � -' - - MANUFACTURER 0 HARDWOOD --� WOOD BLOCKING APPROVED SUPPORTS. Q _ _ �ti _ _ �y -� EDGE, TYP. TYPICAL , , U , I PAINT TO MATCH WALL. cv OPNG N SHELF STANDARDS - _ = n RECESSED _ PULLS / SURFACE MOUNTED _ .- —PROVIDE 2x NON -COMB. WOOD Q 4" VINYL i' - - BLOCKING IN WALL AS REQUIRED FOR 0 COVE BASE -_ -_ ' ANCHORAGE. SUPPORT WITH (3) WALL (1) ADJUSTABLE WRAP DRAIN PIPE AND PL-3 ON 3/4" PART. WP. BLOCKING AS CLEATING, IN -WALL 14 HOT WATER SUPPLY PIPES CABINET LINER ON Bp. POOR AND REQV, TYP, CARRIERS OR MOUNTING SCALE: SHELF _ NOTE: ALL EXPOSED PIPING-c BRACKETS PER AS NOTED W/ PIPE INSULATION ALL INTERIOR DRAWER FRONT UNDER LAVATORIES TO BE MANUFACTURERS d SURFACES - WRAFPED/INSULATED. INSTRUCTIONS. 4" BASE AT WALL 4 ON ' NOTE: ALL CABINET AND COUNTERTOP SIDES OF CABINET RETURNS 2X4 WOOD BLOCKING ALL CLEARANCES UNDER LAV. DETAILS CLEARANCES ANp APPIROACHES TO To eoMPL1' WITH LATEST ED. 3" ANS 1 111.1 AND PART 3(o OF THE I— COMPLY' WITH THE LATEST ED. OF ANSI All�.l NOTE: ALL CASEIUORK PLASTIC LAMINATE: PL-3 W AND fi AR T 3(o OF THE 20 CFRR (ADAAG) f=>ROVIDED B�' C .C. 4" 5E, T COVE28 C1=R IADAACa). PLASTIC LAMINATE: PL-3 BAsE, TYP. SE CT' I Ol�l ELEVATION U TYP. x MOD. ection Through Lounge Casework TYP. X MOD. Section Through Lounge Casework at Upper Cabinet TYP. - MOD. 16 Section Through Restroom Lavatory TYP. X MOD. Lounge Casework S g g 1 "_- 3 g A011 13.dw 1 � A011 14.dwg 11-14-03 SCALE: 1-1/2" = 1'-0" A011_15.dwg OS-24-02 SCALE: 1-1/2 - 1 0 A011_16.dwg OS-14-04 SCALE: 1/2" = 1'-0" g 1144-03 SCALE: 1-1/2" - 1'-0" - Q Ln cv I �t- 0 0 0 m 75 --, I O C d V) I (U CLI p _H 01 0i / LL 7 0 q-- d V) 0j +' a 0 n (1) 0) Q / z w H J U / P EIFS HIGH IMPACT DE51GN TO 101'-4", APPLIED ONTO 5/8" EXT. NO MECHANICAL X GYP. SHEATHING ON 6" 16 X GA. FASTENERS METAL STUDS a I6" O.C. X EXTERIOR WALL g 5EE SHEET A - REINFORCED JOINT t0 INSURE PROPER COVER, TYP. WELD EXPANSION Al 'j — TIGHT TO METAL a��� AND CONTRACTION PRE -FORMED ALUMINUM GOPIN6, 6" WIDE JOINT COVER SET IN S" CONC. CURB CLIP ANGLES LOCATED METAL COPING. COLOR WALL CAPS, e" GAP COVER GAP � `�� COLOR TO MATCH EF15-2 SEALANT, TYP. w/ I/2 GAP BETWEEN GOPIN6 SECTIONS 4'-0" O.C. BOTH VERTIGALL TO MATCH E.I.F.S.-I. ��� SINGLE PLY �f WITH 2 WIDE METAL DRILL INTO CONC. AND HORIZONATALLY, 5EE SIDEWALK AND INSERT •4 STRUCTURAL FOR 2X P.P.T. WOOD BLOGKIN6 --- TAPE MEMBRANE / DOWEL m 48" O.C. W/ MIN. CONNECTIONS. SLOPE FLASHING, TYP. SEE / METAL WALL CAP. BY GONTINUOU5 CLEAT LAP MEMB. FLA5H. OVER EMBED OF 2" INTO EACH SIDEWALK AND CURB. � TOP OF B OG 6 — DETAIL 4/A-12 ROOFING MANUF. SEE / DETAIL 4/A-12 I -OR BLOGKIN6 >'. s �� 9EE ELEVATION5 `�— m FLASHING ATTACHMENT 2 X TREATED WOOD 8" ; _ t0 PARAPET NAILER OVER WND •. BEAM. 1/2" PIA. ANCHOR 10 I .•, ,: BACKWRAP EIFS AT &ILL CAULK, CONT. •; I METAL FLASHING, w 'A " `_ BOLT5 (2 HOOK), �` i CONDITION .�= AT 4-0O.G. CONC. SIDEWALK, REFS '' , :. 5/5" PLYWOOD � CENTER BEND, UJITH MIN. A-1.1 v STEEL ANGLE, SEE 6�� WIDTH EACH SIDE OF _ Q to STRUCTURAL �( DRIP EDGE, CONT. , : j , MEGHANIGALLY-FASTENED METAL WALL CAP JOINT DETAIL CORNER FINISH GRADE / _ : `�' " ' ROOFING SYSTEM CONTINUE a o o SECURE METAL TO �,T.O. SIpEIUALK FINISH FLOOR 5/5" FIBER6LA55 j MEMBRANE ON TOP OF ° ° PARAPET WITH MANUP. j< VARIES 100'-0" REINFORCED GYP. BD. PARAPET STANDARD ANCHORS o o I (" O.C. O FIN15H 5YSTEM 0 AX MECH. FASTENED 0 ( " OCW � REFER TO ELEVATION5 /� MEMBRANE FLASHING p p t / 0 / 0 TERMINATION BARS ON SPLIT -FACE ✓ 6" 166A 5TEEL / PARAPET PLASHING ;� 1/2" EXPANSION JOINT W/ MIN. I" DEEP SEALANT CONTINUOUS7;7 FOUNDATION. SEE 5TUD5 AT 16" O.G. / SINGLE PLY MEMBRANE ALONG TOP. STRUCTURAL / \ FLASHING FULLY WELDED DRAINAGE FILL CORNCORNr=R FLASHING 5ECUR ENT TO COATED METAL, 1 Storefront Base Detail - EIFS TYP. x MOD. 2 Metal Coping Detail at Wedge Parapet Typical Coping Details TYP. x MOD. F 4 C.M.U. WALL PARAPET SECTION SCALE: 1-1/2" = V-0" A012_01.dwg 06-01-04 SCALE: 1-1/2" = V-0" SCALE: N.T.S. A012 03.DWG 07-31-01 SCALE: 1 1/2" = 1'-0" SINGLE -PLY MEMBRANE WALL FLASHING, NOTE SINGLE -PLY MEMBRANE WAIL MASHING, � SINGLE PLY MEMBRANE MASHING SET IN BONDING ADHESIVE (BY MANUF) •: ,- SET IN BONDING ADHESIVE (BY MANUF) I FULLY WELDED (MANUF. STANDARD SEE DETAIL 4/A-12 FOR TYPICAL CONY. SEALANT WELD). ; SINGLE PLY MEMBRANE FLASHING FULLY PENETRATION SEAL, BY ROOF FLASHING ANP COUNTERFLASHING MANUFACTURER FLASHING NOTES 1=A6TENER6 PER MANU>=. WELDED (MANUF. STANDARD WELD). BY HVAC CONTRACTOR S" X 16" SCUPPER, TYP, 4 ` : RECOMMENDATION EXTENSION XNSION AND ANCHOR BY T a METAL SCUPPER CONT. SEALANT a FASTENERS PER MANUF. RECOMMENDATION MANUFACTURER DECORATIVE PAINTED METAL (PROVIDED BY ROOF MANUF.) INSULATED METAL CURB, BY MANUFACTURER (INSTALLED BY CONT. SEALANT, BY HVAC CONTRACTOR METAL F ASHIN W E L L GAT EDGE CONNECTION, TYP. PAINT TO RAINWATER BASIN 12" X 1611 X 24" METAL SCUPPER (PROVIDED BY ROOF HVAC CONTRACTOR) �Q 5�. MATCH E.IF.S. AT WEDGE TAPER TO pOU,NSPOUT MECHANICALLY FASTENED SINGLE S" X 16" SCUPPER, TYP. MANUF.) PLY MEMBRANE ROOFING SYSTEM FLASHING, TYP. METAL COPING AT SIGNAL PLY MEMBRANE PARAPET, TYP. PAINTED. 12" , SLOPE A5 REQ D. NOTE: COUNTERFL,45H PRIOR TO SETTING FLASHING, TYP. WELD CONT. _ TO SCUPPER MECHANICALLY FASTENED UNIT. ALL ANCHORS THAT PENETRATE \ TO METAL FLASHING n MAX. 2 ABOVE: RF. DRN. SINGLE PLY. MEMBRANE THE METAL MUST HAVE NEOPRENE TOP OF ROOF �: ' OR MAIN SCUi=PE:R ROOF SYSTEM, SEE 4/A-12 --- WASHERS AND BE SUBSEQUENTLY TERMINATION BAR/ ANCHOR S� SEE ELEVATIONS •'° FOR TYPICAL NOTES SEE E LE YATION a SEALED w/ HIGH GRADE SEALANT (BY HVAC CONTRACTOR) ROOF MANUF. STANDARD WELD FULLY ADHERED SINGLE PLY MEMBRANE FLASHING BENEATH METAL FLASHING, 5TL. BEARING `�' CONT. SEALANT ' - --- __ NOTE: SEE MECH. DETAILS FOR DUCT TYP, AND BURGLAR BAR INSTALLATION i SEE ELEVATIONS Aa •• •.n '... i . •i ; ; .. LIP OF SCUPPER TO . s" . •' ° CONT. SEALANT AT ALL JOINTS, TYP. OVERLAP TOP OF JOIST IN i �• BE R G WELD CURB FRAME TO DECK. RAINWATER BASIN I" SEE ELEVATION a.. a, DECK AND JOISTS, SINGLE PLY MEMBRANE ROOFING, MIN, PROVIDE CONT, a a SEE STRUcT. TYP. E.LF.S. "WEDGE", SEE ELEV. SEALANT BEHIND CUT BLOCK AS REQ., OR A$ °• •l • POLYI50. ROOF IN5UL, TYP. ALT, POUR SOLID. IF JOINT - POURED CONCRETE IS USED, EXTEND LIP OF SCUPPER TO BLOCK - - - COURSE (o" X 8" DOWNSPOUTS 5 Section of Scupper with Downspout TYP. x MOD. ( Overflow Scupper TYP. x MOD. 7 Mechanical Curb Detail TYP. x MOD. Coping at Wedge Connection TYP. MOD. g SCALE: 1-1/2" = P-0" A012_05A.DWG 07-31-01 SCALE: 1-1/2" = 1'-0" A012_06A.DWG 05-24-02 SCALE: 3" = P-0" A012_07.DWG 02-10-03 SCALE: N.T.S. A012 08B.DWG 06-01-03 2" WEATHER HEAD 2" RIGID GALV, CONDUIT N RUBBER BOOT ROOFING ROOF DECK 12 C.M.U. 2" CLAMP SEALANT 4 BACKER TROD MTL. EDGE NYLON BUSHING 1 R LOW VOLTAGE BY OTHERS FINISHR TEM OVN ER METAL STUDS. SPI.-IT FACE STEEL STRAP OR 1/4" ALL THREAD KICKERS TO ROOF DECK 4 EQ. SPACES. 9 NOT USED 11 Weather Head Detail TYP. x MOD. 12 Exterior Insulation Detail TYP. X MOD. SCALE: N.T.S. SCALE: V = P-0" A012_1l.dwg 05-24-02 SCALE: 1-1/2" = 1'-0" A012 12b.dwg 06-01-03 EXTERIOR INSULATION FINISH EXTERIOR INSULATION ROOF SUPPORTED 5 T 5TEEM ON 5/011 EXT. GYf=. FINISH SYSTEM STEEL STUDS SHEATHING AND 8" 18 GA. METAL STUDS oe 1(o" O.C.. MEMBRANE. 1►J/ WATERPROOFING HORIZONIAL E.IF.S. EXPANSION JOINT i CONTROL JOINT CONT. BACKER TOP OF JOINT To ALIGN" WITH BOTTOM EDGE OF A.F.F. ROD t SEALANT XCONT. DRIP FOUNDATION - SUPPORTED 1/2" CONTROL JOINT WITH STEEL STUD& CONTINUOUS SEALANT AND }SACKER ROD 13 Exterior Insulation Detail TYP. x MOD. L14 Exterior Insulation Detail TYP. x MOD. 15 Not Used TvP. x MOD. 1 Not Used TYP. x MOD. SCALE: 1-1/2" = 1'-0" A012_13.dwg 06-01-03 SCALE: 1-1/2" = 1'-0" A012_14.dwg 06-01-03 SCALE: A012 15.DWG 06-01-03 SCALE: A012 16.DWG 07-31-01 I II IN1.4 HERSCHMAN ARCHITECTS v IN C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mallboxfd herschmanarchitects.com SCALE: AS NOTED DETAILS ;7 d d- I 0 0 cU 03 01 m 75 M 1 Q I O 4- C C5 V) I CU / P� J W O y-- d V) / n� Q O W +> d U) Q I— z W H U n s 5 Detail of Roof Hatch SCALE: 1" = P-0" $ TOP OF I" ,460NRT S 1=-Lr=VATIONS NOTE: SECTION SIM. a HILIFT DOORS tv ISC BAY, SEE STRUCTURAL ROOF HATCH - 2'-6" x 3'-0" INTEGRAL METAL FLASHING MECH. FASTENED SINGLE PLY MEMBRANE ROOF SYSTEM STEEL ANGLE SUPPORT - SEE STRUCTURAL 2 1/2 " x 3/5 " BRACE tv E'-0" C/C SAFETY EXTENDER POLE 2x WOOD BLOCKING AT SUPPORTS MTL. STUD WALL STEEL SAFETY CAGE - MEET OSHA AND APPLICABLE CODE REQUIREMENTS. STEEL LADDER - 2 1/2 " x 3/0 " BAR STRINGERS I'-6" APART, WITH 3/4" DIAMETER RUNGS AT I'-0" 3/4" PLYWOOD BEHIND LADDER ATTACH LADDER TO FLOOR WITH 1/2 " ANCHOR BOLTS TYP. X MOD. A013 05.DWG 07-31-01 SECTIONAL STEEL HILIFT DOOR 10" TAPERED DOCK SEAL 150Np i3EAM LINTEL, SEE BLOCK SURF, DRIP EDGE SEALANT, CONT. FULL PERIMETER). 1" MASONRY HEAD DETAIL SCALE: 1 "=P-0" 1n JAMB ANCHO EACH COURSI GROUT FIRST TWO CORES MASONRY JAMB DETAIL SCALE: 1 "=P-0" 2 Head/ Jamb Details SCALE. 1 ALLA APPLY ADHESIVE TAPE TO INSIDE OF CORNER GUARD. APPLY GUARD TO WALL PUSHING ON TIGHT. PULL GUARD AWAY FROM WALL WAIT 3 SEC. AND REAPPLY. THIS GIVES GLUE A CHANCE TO 5ET AND ADHERE. REMOVE VINYL COATING BY PULLING FROM THE TOP STRAIGHT DOWN TO PREVENT PULLING THE GUARD OFF THE WALL. NOTE - ALL OUTSIDE CORNERS (DRYWALL, PLAM, ETC.) TO RECEIVE: 2 1/2" x 2 1/2" MIN., 14 GA., CORNER GUARD. - ALL EDGES TO BE FILED SMOOTH 6 Corner Guard Installation SCALE: 1/2" = F-0" 12'-0" COLOD. WITH SITE PLAN Q E'-0" E'-011 FINISH FLOOR — — — — — — O' - O" A.F.F. ' T o I —I—p—i 1 I/8" SLOPF 0 I/81' SLOPS q, MAX. SLOPE 0 TO [DRAIN TOI E)RA N o - 11,. l NOTE: PROJECT LOADING DOCK AND FOUNDATION WALL OUT FROM FACE OF WALL AS RECOMMENDED BY DOCK 10'-0" LEVELER MFG. ACCORDING TO DOCK RAMP SLOPE AND CONFIGURATION. 9 Section thru Loading Dock SCALE: 3/16" = P-0" I EXTERIOR 12" 13 Detail of Trash Compactor Door SCALE: 1-1/2" = 1'-0" FACE OF WALL INTERIOR TYPICAL EXT. WALL CONSTRUCTION — PREFORMED INSIDE 5TAINLE55 STEEL COMER CORNER. TYPICAL. GUARD TYPICAL AT ALL OUTSIDE "J" MOLDING ON ALL CORNERS. SEE DETAIL 6/4-13. EXPOSED EDGES. SEE SPECIFICATION FOR EXACT COLOR AND MATERIAL. ...... ' :::'.. . I''''''''' .......... j I'.'.' '.'.'•'.'•'• .'..'..... 1 .:.:.:.:.:.:.:. :.:.:.;.;.:........................ j..'.'.' ...... ... I'........'. .........'.. . .......... . j •':•... MECHANICALLY FASTEN AT CORNER GUARDS. TYPICAL. TYP. I X I MOD. I 3 Wainscot Trim Detail A013 02a.dwg 05-14-04 SCALE: 1" = P-0" NOTE: FASTEN SIGN PER DETAIL 8/A-13 TYP. x MOD. 7 Blocking Detail at Wedge A013 06.dwg 05-24-02 SCALE: 1/8" = 1'4' GALVANIZED CHAIN LINK FENCE 6" CONCRETE SLAB, BROOM FINISH, WITH 6 X 6 W2.9 X 2.9 REINFORCING ON FILL. (SEE STRUCTURAL DRAWINGS) LINE OF CONCRETE OR ASPHALT PAVING (BEYOND) BOLLARD TYPE 'B' RE: E/A- I1 3" INSIDE DIAMETER PVC SOIL DRAINAGE PIPE THRU WALL WITH METAL SCREEN AT SOIL SIDE - 10'-0" O.G. 4" VINYL BASE \ NOTE: BUTT JOINTS TO BE FLUSH AND SEALED. TYPICAL. SEE SPECIFICATIONS. 5/8" PLYWOOD TO BE INSTALLED IN LIEU OF GYP. BP, THIS AREA TYP. MOD. 11 Detail @ Loading Dock Door Jamb A013 09.dwg 07-18-03 SCALE: 1-1/2" = P-0" FACE OF WALL �, TRENCH DRAIN 12" 1/8" TOLERANCE I 3"x3"x3/16" ANGLES A5 PER MFG. 41-011 BOND REAM OR LINTEL AS REQUIRED. SEE STRUCT. POCK PAD (TYP.) FINISH FLOOR u m STEEL 1/Vxl" STRAP ANCHORS ° o _ LAMINATED DOCK SEALANT (TYPICAL ALL SIDES) INTERIOR 4 °p. o 0 BUMPER EXTERIOR o p 1/2" SLOPE 1/2" EXPANSION JOINT MATERIAL, HOLD i _0„ DOWN P 8 FILL WITH SEALANT HOLLOW METAL FRAME GROUT FILLED10 - °g SEE ' MECH. DETAILS (i/ M-(o) I- I i i—III—III—I i� I—i I i— I r I Ill I 1/ PER ° COMPACTOR CHUTE PROVIDED BY -0" SLOPE COMPACTOR VENDOR NOTES: ' L 4"x4"xl/4" STEEL FRAME - CONTRACTOR TO -FINISH ALL EXPOSED CONCRETE WALLS TO PROVIDE SEALANT 9 BLOCK, PAINT TO MATCH MATCH BLOCK WALLS. 190 � ° ' BLOCK. NOTE: STEEL DOOR NOT SHOWN FOR -I , ° ' �f I DRAIN SCREEN CLARITY - SEE DOOR SCHEDULE FOR SIZE AND -REAR PIT WALL TO BE PLUMB. I p .o —I I 1-� ° o TYPE. -I ° . ° • I Fw ° -PROJECT LOADING DOCK AND FOUNDATION ° ° p ' o REINFORCED CONCRETE DOCK SLAB WALL OUT FROM FACE OF WALL AS I� ° ° I I 0° (SEE STRUCTURAL) RECOMMENDED BY DOCK LEVELER MFG. ACCORDING TO DOCK RAMP SLOPE AND CONFIGURATION. FILL C.M.U. SOLID a PERIMETER, TYP. CUT C.M.U. -REINFORCED CONCRETE DOCK SLAB, 6" THICK AS REQUIRED. WITH 6 X 6 W2.9XW2.9 REINFORCING. (SEE STRUCTURAL) TYP. 1XI MOD= 14 Dock Leveler Pit and Trench Drain Section A013 13.dwg 05-24-02 SCALE: 1/2 1 0 0 0 0 DRAINAGE PIPE CONCRETE FOOTING (SEE STRUCTURAL) ,� �� ��wP NOTE: SEE DET. 13 FOR SPRINT' CURTAIN PE TYP. X MOD. 4 Install Window Detail A013 03,11W G 03-1 - ;3 [SCALE: 3" = P-0" SEE I/A-6 FOR TICKET SIZE AND DESCRIPTION BACK SIDE OF SIGN NON -CORROSIVE 3/S"A/2" BOLT, WASHERS AND NUT° 2 "x 2 "x 1/4" ALUM. C, MNT'G. ANGLE AT T< BOTTOM OR 2 "x2 "x GALVANIZED CLIP": 2 "X 2 "X 1/4" ALUM CONT. MNT'G. ANGLE WALL LATEX SEALANT A� ELECTRICAL RECOMMENDED BY CONNECTION MFG. (NO SILICONE; LOCATION: VERIFY WITH SIGNAGE CONTRACTOR NOTE: VERIFY NUMBER OF ANCHOR LOCATIONS WITH SIGN CONTRACTOR EXTERIOR INTERIOR TYP. I x I MOD. 8 Ticket Mounting Detail at Mounting Bracket A013 07A.dwg 11-14-03 SCALE: 6" = 1'4' 6-311 12N V-$" 12" PAINTED STEEL CHANNEL FULL HEIGHT OF FRAME, PAINT TO MATCH DOORS AND HANDRAILS, SEE - ELEVATIONS FOR COLORS, S CONT. SEALANT S" AND 16" SMOOTH FACE CMU AROUND DOOR. 12" MIN. AT SIDES, (o" MIN. AT TOP TO ATTACH DOCK SEAL. GYP. BOARD, TYP. EACH SIDE, SEE PLAN FOR WALL TYPES DOUBLE 6" STEEL STUDS, TYP. AT HEAD AND JAMB SEALANT, CONT. SHIM A$ REQ. HOLLOW MTL. FRAME GLAZING STOPS AND SEALANT, TYP. 1/4" TEMPERED GLASS 1/4" TEMPERED GLASS GLAZING STOPS AND SEALANT, TYP. HOLLOW MTL. FRAME SHIM AS REQ. SEALANT CONT. 6" STEEL STUDS, TYP. GYP. BOARD, TYP. EACH SIDE, SEE PLAN FOR WALL TYPES TYP. X MOD. A013 04.dwg 07-18-03 / 0 i 1/S" TOLERANCE I I j A-13 9 3/4" FACE OF WALL EXTERIOR BEHIND SIGN aD T ALUM, PIPE 1 3/4" LONG _P TO ANGLE) TYP. X I MOD. A013 08.dwg 03-1, 1 , HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxfod herschmanarchitects.com 50. FT. CALCS RF-TAIL: 2 5,902T 5F STAG INC,: 3,215 3F INSTALL: TOTAL: CONCEPT: 30OF CONCEPT DATE: 05=0& =O4 G.O.-21 FIXTURE REL. 12=1i=04 G.O.-13 FINAL REL. 02=11=05 LAMINATED DOCK BUMPER DOCK PAD (TYP) EXTERIOR WALL STEEL 1/5" x P STRAP ANCHORS m 24" O.C. VERTICALLY INTO GROUT FILLED 12" NOTES BLOCK WALL -PIT DETAILS FOR THIS SHEET ARE FOR KELLY DOCK LEVELER MODEL "M-I0855W. OVERHEAD DOOR GUIDES -CONCRETE BEHIND STEEL ANGLES MUST BE WELL VIBRATED. PIT WALLS, FLOOR AND POCK FACE TO HAVE A 9 MIN. THICKNESS. -PROJECT LOADING DOCK AND FOUNDATION WALL OUT FROM FACE OF WALL AS RECOMMENDED BY POCK LEVELER MFG. ACCORDING TO DOCK RAMP SLOPE AND CONFIGURATION. z TYP. x MOD. 12 Enlarged Plan of Dock Leveler TYP. x MOD. -q A013 11a.dwg 03-12-04 SCALE: 3/8"=F-0" A013_12.dwg 11-14-03 C, • v Px 4" FURRING STRIP Px 4" FURRING STRIP ONLY USE WHERE DOUE STACKING IS REQUIRED TYP. x MOD. 16 ISC Wall Blocking Detail A013 14.DWG 11-14-03 SCALE: 3/4"=1'4' V- 2 1/4" A.F.F. �, TO CENTER TO CENTER 40" WALL STANDARD 4'-5 3 /4" A.1=.F TO CENTER 4'-2 1/4" A.F.F. TO CENTER 48" WALL STANDARD 2 - 411" A.F.F. TO CENTER TO CENTER 4" VINYL BASE SCALE: AS NOTED DETAILS TYP. X MOD.A-13 A013 16.dwg 03-12-04 1 I Install Window @Jamb E d 0 CU I d- 0 0 CU c CU 75 --i Q I L O 4- d V) I CU pq 0� rq J LL O r� T d 0� 4-> O 0j Q O 2 cu d m Q / z w H U / '� BEAD `,ZING J METAL JAMB �L STUD 'P. BD. TYP. I X I MOD. 1 2 not used A014_01.DWG 05-24-02 SCALE: 3" = P-0" (2) 3'-0" RAILS R36 -C 9'-0" CART BUMPER ZINC. CB9-Z 9'-9 1/2" END POST W/ PBCa CART BUMPER VE2-P END POST W/O BUMPERS VE2-C CENTER POST W/ PIBG CART BUMPER ZG4-P V-O" CART BUMPER ZINC. CBS-Z ----------- FIXTURE ABOVE OF CORRAL TYP. X MOD. 3 Cart Corral Enlarged Plan A014_02.DWG 05-24-02 SCALE: 1/4" = 1'-0" INSTALL. POST AND BUMPERS PER MFR. INSTRUCTIONS. (2) 4'-0" RAILS R40-C (2) 4'-0" RAILS R48-C cv (2) 4'-0" RAILS R45-C END POST W/O BUMPERS VE2-C o� TYP. I x I MOD. 4 LIFT TRUCK BUMPER A014 03B.DWG 01-09-04 SCALE: 3/4" = 1'-0" NOTE : PROVIDE (2) 6'-0" LONG ANGLER AS SHM ON THE FLOOR PLAN EDGE OF r-IXTU= 3"x3"x3/8" ANGLE PAINTED BLACK ANCHORED TO FL 1'-011 O.C. TYP. I MOD. I A014_04.DWG 03-12-04 HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mallboxrd herschmanarchitects,com 50. FT. CALLS RrETAIL: _2 5,9a4 5F 6TAGING: 21 5 5F INSTALL: 1,06 �) 51= TOTAL: 30 2fo4 &F CONCEPT: 3O< <OF CONCEPT DATE: 05 = 0& _ 04 G.O.-21 FIXTURE REL, 12=11=0-4 G.O.-13 FINAL REL. 02=11=05 SCALE: AS NOTED DETAILS 01 ------ C:st—_Nt—_�AL. NU I t_—� RIB�R O O- - - - - - - - - - - - O BPRIN�L�R � O - - - - I. ALL FIXTURE5, SHELVING AND 5TANC),4Rr.),5 4RE TO 5E IN6TALLED 5TF:IXTURE CONTRACTOR. GENERAL CONTR,4CTOR TO PROVIDE 5LOCKING FOR ALL STANDARDS. 0 FIXTURES 5Uf=f=LIEC) 5Y 5E5T 5UY CC). _X7 2V VIA 2. ALL FIXTURES DIMENSIONS ARE MEASURED x FROM KICK PLATE TO KICK f=L,4Tr=. FIXTURE LEGEND v :0 FULL GONDOLA OvERRACKING: 8'-011 HIGH x 51-0,, A WIDE. VALANCE AND LIGHTING ll-v. ANCHOREr-) TO x f. FLOOR. , HALF GONDOLA OVERRACKING: V-0" HIGH X 21-911 WIDE. x RECEIVING E3 VALANCE AND LIGHTING tv 1'-0". ANCHORED TO FLOOR x I 1 I HALF B.1 WIDE, VALANCE AND LIGHTING 0 I1'-011, ANCHORED TO FLOOR. oo' n x WAREHOUSE RACKING, 12'-0" HIGH X (ol-011 WIDE. No C VALANCE OR LIGHTING. ANCHORED TO FLOOR - - - - - - - F-2 �dO N' ------------ 00 -0" HIGH X 31-011 WIDE. NO D VALANCE OR LIGHTING. ANCHORED TO FLOOR, co:::� RACKING: 12' I I lot _O -------- - ----- ---- - -- _J------- ------ --- H CCU Kb -:1 SHIP ' 0 :< EV-1 MUSIC EVAMPLIFIER. MOUNTED ON HALF- FRACK. A �T P-2 ANITOR r Fro I REFRIGERATOR (WAREHOUSE) RACKING, V-011 HIGH X Ep W, ---------- [-I --- :1-i i IL E5 EDE 3`0" WIDE. VALANCE ANLIGHTING 71'-Oil, aA_ ----- ----- I r --- M47 F [;) F ISC ANCHORED TO FLOOR. > Q HUB E d I d- 0 0 (v e cu LL- CU I O 4-- d I (U 0 c� pq -H O pq J LL— O 4 C d z V1 -1-> n� Q O W d Q I— z W H U z I � I I 1 Digital Imaging Center SCALE: 3/16" = F-0" 12'-6" 0 5 Receiving Area Desk SCALE: 1/4" = 1'-011 WAREHOUSE RACK W/ ADJUSTABLE SHELVING FILE CABINETS >1�Jbd 0 I I I I L---------------------- J L---------------------- J TEN614- BARRIERS BY BEST BUY 1= 15C CID 111 I I I I I I I I I I 1 I I 4 ® ® ® ® C 1 #z J:K. 5 9i:. 4 s' z..:e}> t. •.35 i fCfa,. - k ? y?>1•.. '. k3 t k t 1 i 3 Enlarged Installation Services Center (IS SCALE: 1/4" = 1'-011 I I 2' -011 TT/UJ 0 �r O 7 6 Employee Station Type 1 & 2 SCALE: 1/4" = 1'-0" 1 ---------- RETURN AND TENSA- B 'BRIERS ti; I EXCHANGES BY BEST UY SIGN 2'-911 5'-3" 2'-911 ; �'-ID11 S'-0" 1'-113/4' a'-51/411 1 ---------- Ei�il CSCS II � II a1 STRIP DOOR L - I ~� vx/1 LLJ n _ I LL O �4 1 L1 --11_J X — —------_ — — — 1 j 1 L J , 5 `• �� MO � II VI / II - II f STRIP DOOR II I ' 11` .. E, S . lO csc� 0 ®` M N G R -Y. � - - - - S'-ID" 6'-ID" 7'-11 3/4' S'-9 I/4" Customer Service/Computer Tech./Finance/Manaver 4 O SCALE: 1/4" = 1'-0" x z U� 1 1 1 W O U 11 14 Countdown Room and Cashwrap Layout SCALE: 1/4" = 1'-0" 3 Cellular Phone Center SCALE: 3/16" = 1'-0" 7 Security Office Layout SCALE: 1/4"= 1'-0" Sll�dS SIIVS W� - WG SS®S DE V. I 10 Go 11 Sales Development/Hub Room Layout SCALE: 1/4"= 1'-0" I�I�OJO Tel VENDING 1� VENDING 15 G� ci 0 E HUR Oa 10 IO O 10 10 10 2 10 10 10 O 13 12 (5) CHECKLANE WALL MOUNT SIGNS' 1211 x 4a" MOUNTED a 5'-ro" A.F.F. RE: A-1 FOR LOCATIONS. G 4 1/211 I % H GENERAL NOTE6 ----------- ---- 1 ? 1 1 + wl I. ALL CASEWORK TO BE PROVIDED BY BBC AND INSTALLED BY THE FIXTURE INSTALLATION CONTRACTOR UNLESS NOTED OTHERWISE (BREAKROOM AND VANITIES BY G.C.). ELECTRICAL CONNECTIONS BY ELECTRICAL CONTRACTOR 2. ALL CASEWORK TO HAVE 4" VINYL BASE. SUPPLIED 4 INSTALLED BY GENERAL CONTRACTOR 3. ALL CASEWORK TO BE COVERED WITH CARDBOARD AND TAPED TO PROTECT SURFACES AFTER INSTALLATION. FIXTURE CONTRACTOR RESPONSIBLE FOR DAMAGE TO CASEWORK AFTER INSTALLATION. 4. BASE CABINETS, COUNTERTOP, AND WALL CABINETS IN BREAKROOM FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 5. ALL HANGING ITEMS SUSPENED FROM CEILING TO BE HUNG U51NG 1" UNISTRUT SUPORTED FROM A MINIMUM OF TWO JOISTS AT DECK LEVEL. PUfRNI I UfRE AN ) AGC J,5Of;�,'IE5 LEC EE l�--) ALL FURNITURE AND ACCESSORIES PROVIDED BY BBC, INSTALLATION BY F.C. O DESCRIPTION I V-0" x 4'-0" WHITE BOARD. TOP ID 7'-0" 2 36" x 3ro" TAk31-E 3 42" x 42" TABLE 4 4' x 4' METAL GRID MOUNTED ON 4511 STANDARDS. BOTTOM m 5211 AFF., TOP 6 100" A F F 5 4' x 8' ME . AL GRID MOUNTED ON S&" STANDARDS. BOTTOM w 4" A.F.F., TOP m 100" AFF. 6 SET OF IS LOCKERS I FILE CABINET 8 4'-0" x 3'-0" CORK BOARD 9 STOOL 10 STACK CHAIR 11 STENOGRAPHER ADJUSTABLE CHAIR 12 COAT RACK, ROD HEIGHT TO BE MOUNTED AT C,' -011 AFF. 13 (2) COAT RACKS, ROD HEIGHTS TO BE MOUNTED AT 3'-ID" AND (o'-0"AFF. 14 'Uoo" x 4a" TABLE 15 9611 x 3ro" LEATHER COUCH 16 48" x 24" COFFEE TABLE o WALL STANDARDS a 4811 O.C. -UNLESS NOTED OTHERWI6E CA,':")rzWOf;PIi Lrz(aEND ALL CASEWORK PROVIDED BY BBC, INSTALLED BY F.G. 0 CASEWORK DESCRIPTION AT/P ALARM STEP TOPPER TO BE MOUNTED ON SHELF: SEE PROD LO. 2'x4' CCC CUSTOMER CREDIT COUNTER CC/W CAMCORDER STEP TOPPER ON BASE CABINET W/ WOOD PANEL FRONT 2'x4' CF COLUMN FILLER CP/F CELL PHONE TOPPER TO BE MOUNTED ON SHELF: SEE PROD LO. CRCC COMMUNICATIONS ROOM COMPUTER CART - STORE CSCF CUSTOMER SERVICE COUNTER FILLER CSCP COMPUT�R TECH PASS THRU COUNTER CSC(o &'-0" x 3'-0" CUST. SERV. COUNTER ON (o'x2' BASE CABINET C5CO S'-0" x 3'-0" CUST. SERV. COUNTER ON S'x2' BASE CABINET CSC12 12'-0" x 3'-0" CUST. SERV. COUNTER ON 12'x2' BASE CABINET CTC COMPUTER TECH CART - STORE CTT COMPUTER TERMINAL TOPPER CWL CASH WRAP /CHECKOUT COUNTER LEFT CWR CASH WRAP /CHECKOUT COUNTER RIGHT cWT cASH WRAP LANE TICKET DT/P DATA TOPPER TO BE ON LOCKUP CABINET: SEE PROD LO. DC/T DIGITAL CAMERA TOPPER ON BASE CABINET W/ WOOD FRONT FC LAMINATED WOOD FILE CABINET 21-3/4"xl&'144" FE FINISHED END FT/P FLAT TOPPER ON BASE CABINET W/ PLEXY FRONT FT/W FLAT TOPPER ON BASE CABINET W/ WOOD FRONT FTE FLAT TOPPER END 2'-0" x 2'-0" GT/P GLASS TOPPER ON BASE CABINET W/ WOOD FRONT 2'x4' [CC INSTALL CUSTOMER COUNTER MOUNTED 0 SLIDING GLASS WINDOW 12"x4' LPB LOSS PREVENTION BOOTH MO MANAGERS OFFICE PC PROCESSING COUNTER 2'-0" x 11'-011 PDAT FDA TOPPER ON BASE CABINET W/ WOOD FRONT PST POWER SPEAKER TOPPER: TO BE MOUNTED ON SHELF. SEE PROD LO. RT RADAR TOPPER TO MOUNT ON LOCKUP CASE: SEE PROD LO. TSC TECH SERVICE CART - STORE SIB C51 WORKBENCH SS SIGNAGE, STORAGE, UNDER COUNTER - STORE ST/P STEP TOPPER ON BASE CABINET W/ WOOD FRONT STT 2'-0" x 2'-0" SMALL TERMINAL TOPPER TB TECHNICIAN BENCH. S'-0" x 3'-0". TOP a 36" APP. TT/W 24'x42' TERMINAL TOPPER AND BASE CABINET 4 WOOD FRONT TRC TRAINING ROOM CABINET - STORE TRT TRAINING ROOM TABLE - STORE TRTD TRAINING ROOM TEACHING DESK - STORE WC WORK COUNTER (CUT TO FIT) MOUNTED ON FILING CA5INET6 W61 12" x 4'-0" WALL SHELF 612" AFF. STAND. 045" O.C. W52 22" x 4'-0" HD WALL SHELF 012" A.F.F. 9ro11 STAND. ,048" O.G. I NA, IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mallboxrd herschmanarchitects.com 502 FT, CALGS RrTAII_: 9?)4 5F STAGING: 3 21 SP INSTALL: 10(0 �1= TOTAL: =3 0 204 SP CONCEPT: 30< <OF CONCEPT DATE: 05 = 0& = 04 G.O.-21 FIXTURE REL. 12 =11=0-4 G.O.-13 FINAL REL. 02=11=05 :_ d m 01 0 0 CU C 0-1 5 73 w I O 4- c d I m 0 pq pq J LL- - - 918 -, - 920 G;ENEfP,,74L NOTE5 I. SHOW LOCATION OF JUNCTION BOX ON POWER PLAN. 2. SHOW LOCATION OF TAP INTO LOW VOLTAGE WALKER DUCT. 3. GENERAL CONTRACTOR TO PROVIDE UNDER FLOOR CONDUIT FOR LOW VOLTAGE, 4. GENERAL CONTRACTOR TO PROVIDE EMT DROPS FOR LOW VOLTAGE AS REQUIRED BY CODE. 5. ALL INTERIOR ANTENNA 4 LOW VOLTAGE CABLE TO BE WHITE. EXTERIOR CABLE TO BE BLACK 6. GENERAL CONTRACTOR TO PROVIDE EMT DROPS FOR 9 HIGH RACK MOTION DETECTORS. VERIFY LOCATIONS WITH BBC LOSS PREVENTION PRIOR TO INSTALLATION. 1. ALL CONDUIT STUB UPS m WALLS 4 COLUMNS TERMINATE 12" BELOW DECK WITH SWEEPING 90' BEND WITH NYLON BUSHING. 8. ALL FLOOR BOXES SHALL HAVE A BRASS COVER PLATE AND BRASS TRIM RING. SEE SPECS. S. RUN ALL MECHANICAL AND ELECTRICAL EQUIPMENT, CONDUIT, AND DUCTWORK - AS TIGHT TO DECK A$ POSSIBLE, 10. ALL CONDUITS, RACEWAYS, ELECTRICAL. DUCTS 4 BOXES AND EXPOSED LOW VOLTAGE WIRE SHALL BE RUN TRUE, PLUMB, SQUARE TO THE BUILDING TIGHTLY WRAPPED OR FASTENED TO STRUCTURE. LOW VOLTAGE RUNS OR EXPOSED WIRE MUST BE HIDDEN FROM VIEW AND TIE WRAPPED TO THE STRUCTURE WITH WHITE WRAPS, TIE WRAPS MUST BE UNIFORMLY SPACED WITH ENOUGH WRAPS TO PREVENT WIRE FROM SAGGING. UNDER NO CIRCUMSTANCES CAN EXPOSED WIRE BE RUN IN FREE AIR OR AT DIAGONALS. 11. PROVIDE A DOOR BELL AT THE RECEIVING DOCK DOOR THAT RINGS AT BOTH THE RECEIVING AREA AND THE MANAGERS BOOTH. ALSO PROVIDE A DOOR BELL AT THE FRONT ENTRY DOORS THAT RINGS AT THE MANAGERS BOOTH THAT HAS A DIFFERENT TONE THAN THE RECEIVING DOOR BELL. 12. ALL ELECTRICAL IN PLENUM WALL SHALL BE PLENUM RATED. ALL PENETRATIONS ARE TO BE COMPLETELY SEALED. LOW VOLTAG;EE EQUIPMENT LEGEND SI SIRIUS SATELLITE RADIO u' XM SATELLITE RADIO © PRINTER CASH REGISTER NET VISTA CPU SUB SUB WOOFER SUSPENDED FROM CEILING m II' - 0° AFF. To BOTTOM eN MUSIC DEPARTMENT AUDIO SYSTEM SPEAKER ® PAGER HORN SUSPENDED FROM ROOF DECK. S PAGING SPEAKER MOUNTED IN CEILING TILE. WIRELESS ACCESS POINT. LEAVE 20' SERVICE Loc I m JOIST SPACE. AXXXX ANALOG PHONE CXXXX CORDLESS PHONE DXXXX DIGITAL PHONE FXXXX FAX MACHINE MXXXX MODEM DATA COMMUN I CAS' I ON5 AND COAX C45L ING LEGFENp O COAX. FOR ANTENNA SYSTEM, RG-(o. TERMINATE UNDER BASE DECK WITH MAGNETIC SIDE OF BOX TO STEEL, UNLESS OTHERWISE NOTED. ALL COAXIAL CABLE SHALL RUN TO HEAD END LOCATION. 1 LINE OF 4 PAIR, INDIVIDUALLY SHIELDED, STRANDED WIRE FOR USE WITH MUSIC DEPARTMENT AUDIO SYSTEM I LINE OF 2 PAIR, INDIVIDUALLY SHIELDED, STRANDED WIRE FOR USE WITH MUSIC DEPARTMENT AUDIO SYSTEM (VOLUME CONTROL) 3 LINES OF CAT5e COMMUNICATIONS CABLE 1XX 0 I LINE OF CAT5e COMMUNICATIONS CABLE 9XX 0 I LINE OF CAT5e COMMUNICATIONS CABLE 4XX TERMINATED TO 6ro BLOCKS 50 PAIR CAT. 3 FEEDER, COMM. ROOM TO DEMARCATION/ MPOP RJ-31X FOR ALARM CONNECTION. D Yy 4 r HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mallboxaa herschmanarchitects.com 60. FT. CALCS RETAIL: 2 5,9c54 15F STAGING: 3,215 SP INSTALL: 1 oro 5 15F TOTAL: 502ro4 SP CONCEPT: 30< <OFD CONCEPT DATE: 05 = 0& = 0-4 G.O.-21 FIXTURE REL. 12=11=04 G.O.-13 FINAL REL. 02=11=05 STORE NUMBER- SCALE: 1/8" = 11-011 BEST BUY SYSTEMS PLAN a, d CU I 0 0 CLI 00 CU Q / z Lw H U / TS 15 -4 -4 5 F-5 15 F-4 ❑ I Q ❑ 13 13 F-4 E.S. MNGI 44� 9 Fixture Extension Plan SCALE: N.T.S. ADA r!1 13 13 F-4 F-4 0 4 O -4 2 -5 + F- 13 OM 1 F-4 2 2 F-5 F-5 2 F- 14 -4 13 14 a 15 -4 15 F-4 FLOOR 8 Customer Service Fixture Detail SCALE: N.T.S. 12 Employee Reference Fixture Detail SCALE: N.T.S. � , t PLAN FIXTURE CONTRACTOR TO PROVIDE CUT OUT FOR SLEEVE ATTACHMENT. AT ALL. LOCATIONS TYPICAL.. SEE 7/F-4. TYP. I X I MOD. I 05 -14-04 PLAN HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK i CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxrd herschmanarchitects.com 50. FT. CALC5 RrETAI L: 2 9a4 SP STAGING: INSTALL: 10(0 5 sr - TOTAL: CONCEPT: 30< <Of CONCEPT DATE: Cz.O.-21 FIXTURE REL. 12=❑=04 Cx.O.-13 FINAL REL. 02=11=05 SCALE: AS NOTED FIXTURE EXTENSION PLAN AND DETAILS Xref ..\20K\F04_ OKA hfill— a —A— �7 u;jJ { a PLAN — — —� PLAN PLAN F — -4 FIXTURE CONTRACTOR TO PROVIDE CUT OUT FOR SLEEVE CENTER EXTENSION IN FILLER ATTACHMENT. SEE 7/F-4. / FIXTURE CONTRACTOR TO PROVIDE CUT OUT FOR SLEEVE -- �`� ATTACHMENT. SEE I/F-4. PLAN 11 F-4 -4 ' FLOOR FLOOR FLOOR FLOOR 1 Cash Wrap Fixture Detail TYP. x MOD. 2 Serpentine Fixture Detail TYP. x MOD. 3 Employee Station Fixture Detail TYP. x MOD. 4 Tech Counter Fixture Detail TYP. x MOD. SCALE: N.T.S. 05-14-04 SCALE: N.T.S. 05-14-04 SCALE: N.T.S. 05-14-04 SCALE: N.T.S. 05-14-04 a / 1 5/I6" DIA. X 1/2" CARRIAGE BOLT AND LOCK NUT. \ / *l,a PAN NEAP SCREW 5/16Cx " pIA. X 3/4" ALV. / HERSCHMAN CARRIAGE BOLT WITH \ ANGLE SUPPORT ' / ARCHITECTS TOP OF FIXTURE 5/16" pIA. X 1/2" LOCK NUT. / \ IN C O R P O R A T E D 0 PLAN CARRIAGE BOLT / 2 3 6 2 5 0 0 5/16" DIA. X 3 1/4" GALV. � Q AND LOCK NUT. COMMERCE PARK w 0 CARRIAGE BOLT WITH I / CLEVELAND, OHIO 0 0 LOCK NUT. \ PHONE 216-464-4144 0 0 BOLT THROUGH / 4 FAX 216-464-6592 0 0 TOP HOLE OF PLAN E-MAIL; mailbox(ol 0 O DISPLAY SHELVE 0 STANDARD. herschmanarchltects.com 0 0 0 0 o 0 0 0 a 0 PLAN a 0 0 0 (2) 14-14x1" HEX 50. FT. CALCS 0 0 0 0 0 HEAD TEK SCREW 0 0 RETAIL: 0 0 2 9a4 5F 0 0 STAGING: FLOOR SPEAKER DISPLAY 3,2 15 5 F INSTALL: 106 5 SF e SIDE VIEW PLANTOTAL: SECTION SECTION 3 02 & 4 5FI: CONCEPT: 5 Music/Movie/Metal Fixture Detail TYP. x MOD. 6 Hex Speaker Experience. Pod TYP. x MOD. 7 Heavy Duty Low Bay Fixture Detail TYP. x MOD • 8 Low Bay Fixture Detail @ Speaker Display TYP. x I MOD. 30< <Of= SCALE: N.T.S. 05-14-04 SCALE: N.T.S. 05-14-04 SCALE: N.T.S. 06-16-04 SCALE: N.T.S. 06-16-04 CONCEPT DATE: 05 = 0& = 04 C.O.-21 FIXTURE REL. Cz.0.-13 FINAL REL. 02 =11= 05 DESIGN CRITERIA D1 ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE FLORIDA BUILDING CODE, 2001 EDITION D2 DESIGN LOADS ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 30 PSF SEE ROOF DESIGN LOADS ON SHEET S2.1 WIND DESIGN PER ASCE 7-98 V=120 MPH (3 SECOND GUST) 1=1.0 qh=21.5 PSF [EXPOSURE B a=8'-811 ENCLOSED BUILDING D3 FOUNDATION DESIGN VALUES: 2500 PSF SOIL BEARING, SEE FND. SCHEDULE D4 TO THE BEST OF THE ENGINEER'S KNOWLEDGE. THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE LATEST EDITION. GENERAL G1 THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. G2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS, AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. G3 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. G4 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED, SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES, SLAB ON GRADE S1 UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT REFERENCED ABOVE COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). SOIL COMPACTION SHALL BE FIELD CONTROLLED BY REPRESENTATIVE TECHNICIAN OF QUALIFIED LABORATORY, EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF NEXT LAYER, S2 MINIMUM PLACEMENT OF CONTROL JOINTS SHALL BE AS SET IN THE TABLE BELOW, THK IN LESS THAN 3 AGGREGATE SPACING FT LARGER THAN 3 4 AGGREGATE SPACING FT SLUMP LESS THAN 4" SPACING FT 4 8 12 12 5 10 13 15 6 12 15 18 7 14 18 21 8 16 1 20 24 9 1$ 1 23 27 10 1 20 1 25 30 CONCRETE AND REINFORCING C1 CONCRETE WORK SHALL CONFORM TO ACI CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99) C2 ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH & PROPERTIES AS FOLLOWS: MAX. SLUMP WATER/CMT FOUNDATIONS 3000 PSI 6±1" 0.64 SLAB ON GRADE 3500 PSI 6±1" 0.60 CONCRETE SIDEWALK 3000 PSI 6±1" 0.64 MASONRY GROUT 3000 PSI 9±1" 0.68 C3 CONCRETE MIX DESIGN SUBMITTALS MUST INCLUDE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (e.g. FOUNDATIONS, SLAB —ON —GRADE, FILLED CELLS, COLUMNS, etc.). FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. C4 REBARS SHALL CONFORM TO ASTM-615 GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. C5 MIMIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. FOOTINGS 3" SLABS ON GRADE 1 1/2" FROM TOP BEAMS 1 1/2" (ON TIES) COLUMNS 1 1/2" (ON TIES) TILT —UP PANELS SEE DETAIL A/S5.0 C6 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. WELDED WIRE FABRIC 6" ALL OTHER 36 DIA. (12" MIN) C7 REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED 36 BAR DIA AT SPLICE UNLESS OTHERWISE NOTED. HOOK AND LAP ALL CORNER AND INTERSECTING BARS. (SEE TYPICAL DETAILS) C8 TERMINATE ALL DISCONTINUED ELEVATED SLAB TOP BARS WITH A 180 DEGREE STANDARD HOOK UNLESS OTHERWISE NOTED. C9 CONTINUOUS TOP BARS SHALL BE SPLICED AT MIDSPAN. CONTINUOUS BOTTOM BARS SHALL BE SPLICED AT CENTER— LINE OF SUPPORTS (OR AS SHOWN ON TYPICAL DETAILS). C10 AT CHANGES IN DIRECTION OF CONCRETE WALLS AND STRIP FOOTINGS, PROVIDE CORNER BARS AT SAME SIZE AND SPACING AS HORTIZONTAL BARS. (REFER TO B/S4.0) STRUCTURAL STEEL S1 GENERAL CONTRACTOR SHALL ENGAGE A CERTIFIED TESTING AGENCY TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. S2 STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATIONS" FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION. S3 STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. S4 STRUCTURAL STEEL WF SHAPES SHALL BE TO ASTM A572, Fy = 50KSI UNLESS NOTED OTHERWISE. ALL OTHER STRUCTURAL STEEL SHALL BE A36 GRADE. ALL STEEL SHALL BE DOMESTICALLY PRODUCED. S5 BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED. S6 ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL BE E70XX—LOW HYDROGEN FOR SHIELD AND METAL ARC WELDING. S7 GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON —SHRINK, NON—METALLIC GROUT. (5000 PSI MIN) S8 SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL_ MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES, S9 ALL WELDED CONN. SHALL BE 1/4" FILLET ALL AROUND, UNO. ALL BOLTED CONN. SHALL BE 3/4"0 A325 BOLTS, UNO. S10 ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. EXPANSION ANCHORS EA1. CARBON STEEL EXPANSION ANCHORS SHALL HAVE A ONE PIECE ANCHOR BODY WITH A LENGTH IDENTIFICATION CODE. THE ANCHORS SHALL HAVE AN EXPANSION MECHANISM WHICH CONSISTS OF A PAIR OF INTERLOCKING INDEPENDENT WEDGES. CARBON STEEL COMPONENTS SHALL BE PLATED ACCORDING TO ASTM SPECIFICATION B 633. EXPANSION ANCHORS MUST MEET THE DESCRIPTION IN FEDERAL SPECIFICATION FF—S-325 FOR CONCRETE EXPANSION ANCHORS. EA2. EXPANSION ANCHORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. EA3. EXPANSION ANCHORS SHALL HAVE A MINIMUM ULTIMATE TENSILE AND SHEAR LOADS (LBS) AS SHOWN IN SCHEDULE BELOW: DIA. EMBEDMENT (IN) f c=3,000 psi f c=4,000 psi INSTALLATION TORQUE (ft/lbs) TENSILE SHEAR TENSILE SHEAR 1/2" 2 1/4" 4925 7360 5450 7360 65 3 1/2" 8000 9200 9000 9200 6" 8650 9200 9500 9200 5/8" 2 3/4" 7000 11500 8000 11500 110 4" 10670 14200 12350 14200 7" 13000 14200 14000 14200 3/4" 3 1/4" 8700 15500 10000 15500 235 4 3/4" 15500 19200 18000 19200 8" 18500 19200 22000 19200 1" 4 1/2" 15200 28500 17500 30500 450 6" 22500 34500 26500 34500 9" 28750 34500 32500 34500 METAL DECKING MD1 ROOF DECKING SHALL CONFORM TO THE REFQUIREMENTS OF THE STEEL DECK INSTITUTE AND SHALL BE 1.5" TYPE "B" GALV. G90, METAL ROOF DECK. REFER TO ROOF PLAN FOR DECK GAGE. MD2 UNLESS OTHERWISE NOTED ON ROOF FRAMING PLAN, ATTACH METAL ROOF DECK USING 5/8"0 PUDDLE WELDS IN ACCORDANCE WITH SDI PATTERN 36/7 AT ALL SUPPORTS. USE (4) #10 TEKS SIDELAP SCREW FASTENERS, EQUALLY SPACED BETWEEN SUPPORTS. MD3 FRAME ALL ROOF OPENINGS LARGER THAN 8 SQUARE INCHES WITH STEEL FRAMING. (L 2 1 /2"x2 1 /2"x1 /4" TYPICAL) NUMBER FOR SECTION OR DETAIL SHEET ON WHICH SECTION OR DETAIL OCCURS SECTION CUTS NUMBER FOR SECTION OR DETAIL TITI..1E SECTION/DETAIL TITLE MASONRY M1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-95/ASCE 5-95/TMS 402-95) , SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-95 /ASCE 6-95/TMS 602-95) ASTM C476, ASTM C1019, AND NCMA TEK 107. M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90, (f'm = 1500 PSI) (1900 PSI ON THE NET AREA) M3 MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S. (COMPRESSIVE STRENGTH = 2500 PSI AND 1800 PSI, RESPECTIVELY. SITE TESTED MORTAR CUBES SHALL ACHIEVE A MINIMUM OF 80% OF THE DESIGN COMPRESSIVE STRENGTH) M4 BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. M5 ALL MASONRY CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. M6 THE MINIMUM CONTINUOUS UNOBSTRUCTED CELL AREA IN CELL TO RECEIVE GROUT MUST BE NOT LESS THAN 2"x3". MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS, MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. M7 REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, #9 GAGE WIRE) REINFORCEMENT EQUAL TO DURO—WALL IN BED JOINTS AT 16" OC UNO, MEASURED VERTICALLY PLACE PER MFR INSTR. LAP ALL HORIZONTAL JOINT REINFORCING 8", MIN, M8 WHERE SHOWN, CELLS OF BLOCK MASONRY SHALL BE FILLED WITH GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, AND MEET ASTM C476. GROUT SHALL BE PROVIDED BY CONCRETE SUPPLIER FROM THEIR BATCH PLANT WITH A SLUMP OF 8" TO 11 ". JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED, TESTING SHALL CONFORM TO ASTM C1019. M9 GROUTING SHALL BE A CQNTINOUS OPERATION IN LIFTS NOT EXCEEDING FOUR (4) FEET IN HEIGHT BETWEEN CONSOLIDATIONS BY RODDING OR MECHANICAL VIBRATION WITH A MAXIMUM POUR OF TWELVE (12) FEET. INTERRUPTIONS NOT TO EXCEED ONE (1) HOUR BETWEEN LIFTS. M10 PROVIDE KNOCK —OUT CMU AT BASE OF EACH FILLED CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION (FOR LIFTS OF 5'-0" OR LESS, A KNOCK —OUT AT BASE OF LIFT WILL NOT BE REQUIRED). M11 VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE. VERTICAL BAR LAP = 48 x BAR DIAMETER. VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 x BAR DIAMETER NOR 10 FT. M12 GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED (1 1/2") BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. M13 SEE FOUNDATION PLANS FOR ALL VERT REINFORCING. TYP VERTICAL REINFORCING SIZE & SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. M14 TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. M15 MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI—ASCE 530.1)" EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE DOCUMENTS. M16 STOPPING AND RESUMING WORK: RACK BACK 1/2—UNIT LENGTH IN EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET MASONRY WET UNITS LIGHTLY (IF REQ'D) AND REMOVE LOOSE MAS UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. M17 REINFORCE MASONRY OPENINGS GREATER THAN V-0" WIDE, WITH HORIZ JT REINF PLACED IN (2) HORIZ JT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND IMMEDIATELY BELOW THE SILL, EXTEND REINFORCING A MINIMUM OF 2'-0" BEYOND JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. SEE PLAN FOR ADDITIONAL REQUIREMENTS. M18 DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS. M19 DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (7) DAYS. M20 EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR BEAM UNLESS NOTED OTHERWISE. TERMINATE REIN— FORCING WITH STANDARD ACI HOOK, I i-_N0* 0-91 : 4 0Fol BAR SIZE ELEVATION SYMBOL O.C. 1 [SPACING A, #5/12 ®RID BUBBLE REVISION MARK REINF. CALLOUT STEEL JOISTS SJ1 GENERAL CONTRACTOR SHALL ENGAGE A CERTIFIED TESTING AGENCY TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. SJ2 ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS AND BRIDGING SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT SPECIFICATIONS OF STEEL JOIST INSTITUTE AND RECOMMENDED CODE OF STANDARD PRACTICE. SJ3 THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL BE ANCHORED TO THE WALL OR BEAM. SJ4 ALL STEEL JOISTS ARE TO BE CAMBERED AS SPECIFIED BY SJI. SJ5 PROVIDE BOTTOM AND/OR TOP CHORD EXTENSIONS AS SHOWN ON DRAWINGS. SJ6 UNLESS NOTED OTHERWISE, MINIMUM JOIST BEARING SHALL BE 2 1/2" ON A STEEL MEMBER OR EMBED PLATE. SJ7 BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. THE LAST TWO JOIST SPACES IN A LINE OF BRIDGING SHALL BE "X" TYPE. ALL JOISTS 40'-0" OR LONGER REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE BEFORE SLACKENING OF HOISTING LINES. OTHER JOISTS REQUIRE SIMILAR BRIDGING CONSULT LATEST SJI SPECIFICATIONS. SJ8 ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC. TO BE SUPPORTED BY THE BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST. IF HANGERS MUST BE LOCATED BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENERS, L1 1/2 x 1 1/2 x 3/16 JOIST STIFFENERS MUST BE INSTALLED FROM HANGER TO OPPOSITE CHORD PANEL POINT BEFORE LOAD IS APPLIED. SJ9 CONTRACTOR TO FURNISH BAR JOIST CERTIFICATIONS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. SJ10 FOR NET UPLIFT SEE NET UPLIFT PLAN ON SHEET S2.1 PROVIDE UPLIFT BRIDGING. SJ11 ALL SPRINKLER AND ROOF DRAIN PIPES MUST BE SUPPORTED NO FURTHER THAN 3" FROM THE JOIST TOP CHORD PANEL POINTS. THIS WILL BE STRICTLY ENFORCED. WHEN PIPES ARE PERPENDICULAR TO JOISTS, HANGERS SHALL BE PROVIDED EVERY OTHER JOIST (APPROX 10'-0" OC). WHEN PIPES ARE PARALLEL TO JOISTS, TWO CASES EXIST. FIRST, PIPES THAT ARE 4" AND LESS MAY BE SUPPORTED BY A SINGLE JOIST WITH HANGERS NOT TO EXCEED 10'-0" OC. SECOND, PIPES THAT ARE LARGER THAN 4" MUST BE CENTERED BETWEEN TWO JOISTS AND SUPPORTED FROM L4x4x5/16 ANGLE BEARING ON JOIST TOP CHORD PANEL POINTS WITH SPACING NOT TO EXCEED 10'-0" OC. GENERAL CONTRACTOR SHALL COORDINATE THESE REQUIREMENTS WITH THE APPROPRIATE TRADES. SJ12 ALL ITEMS SUSPENDED FROM JOISTS (i.e. CATWALKS, BALCONIES, OPERABLE PARTITIONS, etc...) SHALL BE INSTALLED AFTER DEAD LOAD HAS BEEN APPLIED. a� EBB' 0 0088 3 IvyA, JOHNSON, P,E. #51983 1000 E. Hillsboro Blvd. Suite 201 Deerfield Bch., FL 33441 �P) 954-571-9858 F) 954-571-9818 Email: ma rkojohn sonstructural. cot WKJOHNSONSTRUCTURAL.COM COPYRIGHT © 2004, JOHNSON STRUCTURAL GROUP, INC. HERSCHMAN ARCHITECTS INCORPORATED 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mailboxia herschmanarchitects.com 5Q. FT. CALC,5 MTA21�>984 51= STACsINCs: 3 21 5F INSTALL: e 5F TOTAL.= 30264 5F CONCEPT: 30K KOF CONCEPT DATE- ,{ Gs.0.-21 FIXTURE REL. 12-11-04 C.O.-13 FINAL REL. 02-11-01E� f--. fu 0 � Z 5« PERMIT SET -1-2-1-04 REV. DAtr= 0 SCALE: 3/4"=1'-0" J I\2004\04050- Best Buy 5®ford\Drawings\04050 S1.0.dwg, 7/26/2004 4:13:16 PM, 1:16 STRUCTURAL NOTES S1,10 FOUNDATION PLAN SCALE•3/32'-1'-O• CONCRETE TIIE=COLLNJMN SCHEDULE MARK TYPE SIZE (B X D) VERTICALS v3 TIES U.O.N. REMARKS TC1 1 12"x12" (4) #6 @ 12" O.C. TIE COLUMN TC2 13/S4.0 12"x18" (9) #6 1 @ 12" O.C. SEE DETAIL FOR STEEL PLACEMENT TC3 13/S4.0 12"x22" (11) #6 @ 12" O.C. SEE DETAIL FOR STEEL PLACEMENT D � T m TYPE 1- FOUNDATION SCHEDULE mr-ORCM GCS MARK SIZE (L x W x D) LONQRI�VAL TRANOV. WF23 CONT.x2'-3"x1'—O" (3) #5 BOTT. #5/18 BOTT. WALL FTG F1 5'-0"x6'-0"x1'-0" (5) #5 BOTT. (6) #5 BOTT. PAD FTG. F30 3'-0"x3'-0"xl'—O" (3) #5 BOTT. (3) #5 BOTT. PAD FTG. F40 4'-0"x4'-0"x1'—O" (4) #5 BOTT. (4) #5 BOTT. PAD FTG. F46 4'-6"x4'-6"x1'—O" (5) #5 BOTT. (5) #5 BOTT. PAD FTG. F50 5'-0"x5'-0"x1'—O" (5) #5 BOTT, (5) #5 BOTT. PAD FTG. F56 5'-6"x51-6"x1'-3" (6) #5 BOTT. (6) #5 BOTT. PAD FTG. F66 6'-6"x6'-6"x1'-3" (7) #5 BOTT (7) #5 BOTT PAD FTG. F70 7'—O"x7'-0"x1'-3" (8) #5 BOTT, (8) #5 BOTT. PAD FTG. DESIGN INFORMATION: NET ALLOWABLE SOIL BEARING PRESSURE = 2500 PSF SUBSURFACE INVESTIGATION HAS NOT BEEN PERFORMED AND GEOTECHNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR FOUNDATION DESIGN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENG. TO PERFORM SOIL TEST BORINGS PROVIDE RECOMMENDATIONS FOR FOUNDATION DESIGN (INCLUDING ALLOWABLE SOIL BRG PRESSURE), PROVIDE EARTHWORK COMPACTION CRITERIA, AND PERFORM SOIL TESTING DURING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH THIS REPORT. SIGNED AND SEALED REPORTS SHALL BE FORWARDED TO THE ARCH/ENG AND TO THE BUILDING DEPARTMENT. IF THE FOUNDATION RECOMMENDATIONS AND ALOWABLE SOIL BEARING CAPACITY DIFFER FROM THE ASSUMED VALUE ABOVE, CHANGES TO THE DRAWINGS WILL BE REQUIRED. COLUMN D BASE PLATE SCHEDULE COLUMN COLUMN BASE PLATE ANCHOR BOLT CAP PLATE MARK WE REMARKS A B T E O C1 HSS 6"x6"x5/16" 12" 12" 3/4" 10" 3/4" 3/411 C2 HSS 10"x8"0/8" 14" 16" 3/4" 10" 3/4" WELD TO CROSS TUBE NOTE: BOLT TYPE, MINIMUM MINIMUM EMBEDDED ANCHOR BOLTS SHALL BE ASTM A35 (UNO) THREADED EACH END WITH NUT TYPE MATERIAL EMBEDDED LENGTH EDGE DISTANCE AT BOTTOM, TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL A307, A36 12d 5d > 4 in. NOT BE REQUIRED. CONFORM TO CHART A325, A449 17d 7d > 4 in. (P RIGHT FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. 1 z z w ww m W N i� 2 BASE FE DETAIL N TS FOUNDATION PLAN NOTES: 1. FLOOR SLAB SHALL BE 5" THICK CONCRETE REINF W/6x6 W2.1xW2.1 WWF OVER 6 MIL VAPOR BARRIER ON COMPACTED TERMITE TREATED SUBGRADE. (SEE SLAB ON GRADE DETAILS FOR PLACEMENT OF REINFORCEMENT) 2 T/ SLAB EL=+O'—O", UNO (REFERENCE ONLY) SEE CIVIL FOR ACTUAL ELEVATION 3. T/ WALL FTG. EL.=-1'-4" TYP. U.N.O. 4. T/STL COL FTG =—2'-0", TYP UNO. 5. STEP FTG WHERE SHOWN AND AS REQUIRED TO AVOID INTERFERENCE W/ OTHER TRADES. SEE STEPPED FOOTING SECTION C/S4.0 6. ALL FTGS ARE CENTERED BENEATH BRG WALLS AND COLS, TYP UNO. 7. SEE SHT S1.0 FOR GENERAL NOTES. 8. SIDEWALK SLAB = 4" CONCRETE SLAB ON COMPACTED FILL REINFORCED WITH 6x6 W1.4xW1.4 W.W.F., TYP. 9. � DENOTES #7 IN GROUT FILLED CELLS AT ENDS, CORNERS, INTERSECTIONS AND AS SHOWN ON PLAN MAX SPACING. REQUIRED FILLED CELLS WILL BE SHOWN ON EACH PLAN. 3 HEX NUTS PER BOLT B CONC —I /r ,TACK y_ } OHN00N ; Z TRUCTURAL ROUP 7#0��SS ON, P./.#51983 1000 E. Hillsboro Blvd. Suite 201 Deerfield Bch., FL 33441 �P) 954-571-9858 F) 954-571-9818 Email: markjOjohnsonstructural.co WftJOHNSONSTRUCTURAL.COM COPYRIGHT © 2004, JOHNSON STRUCTURAL GROUP, INC. HERSCHMAN ARCHITECTS INCORPORATED 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxral herschmanarohitects.com $Q, FT. CALC5 RETALs 2�5 e04 SF OTAGM; 3 215 5F INSTAL,: 10(0 5 SF TOTAL, 30264 5 CONCEPT: 30K KOF CONCEPT DATE: 05 - 0(o- 04 Gi,O.-21 FIXTURE REL. 12 -11-04 Gs,O,-13 FINAL. REL.. 02 -11-0E� STORE NUMBER: 0a lU � SID PERMIT SET 7-27-04 1;zF-Y. DATE �A— SCALE: 3/16"=1'-0" FOUNDATION PLAN J \2004\04050- Best Buy S2.O.dwg, 7/26/2004 6:38:26 PM, 1:128 AREA AT START OF BEST BUY SIGN. HOLD DOWN PARAPET FOR 4'-0" AND OVERLAP BB112 AND BB114 FOR 4'-0" ON BOTH SIDES OF 26'-0" AREA. JI\2004\04050- Best Buy S,ford\Drawings\04050 S2.1.dwg, 7/26/2004 6:44:08 PM, 1:128 R (00F FRAMIN0 PLAN 1 SCALE-3/32•-l'-O• ROOF FRAMING NOTES: ROOF ASSEMBLY TO BE BUILT-UP ROOF OVER 1.5", TYPE 6. SEE PLAN FOR JOIST BEARING ELEVATIONS. "B" GALVANIZED G90, 22 GA METAL ROOF DECK CONT. OVER 7. "BTJ" INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS. 2 3 OR MORE SPANS. SEE DECK ATTACHMENT PLANS THIS SHEET FOR ATTACHMENT REQUIREMENTS. 8. SEE THIS SHEET FOR UPLIFT BRIDGING DETAILS. SEE THIS SHEET ATTACH DECK TO PERIMETER/EDGE ANGLES WITH 5/8" FOR UPLIFT DAIGRAM. 3. PUDDLE WELDS AT 6" O.C. 9. USE A 121716--1 B SPLIT FACE LINTEL IF AVAILABLE. OTHERWISE USE A DOUBLE BOND BEAM WITH #6 TOP AND BOTTOM. 4• TOP OF PARAPET EL. +26'-8" TYP. U.N.O. 5. SEE STRUCTURAL NOTE SHEET FOR BRIDGING REQUIREMENTS FOR JOIST & JOIST GIRDERS, SEE SECTIONS FOR FRAMING DETAILS. BAR JOIST 0 @ WALL *WELD ALL POINTS OF CONTACT UPLIFT BRIDGING DETAIL SCALE: N.T.S. HOOF UPLIFT PLAN ZONE JOISTS & GIRDERS * ROOFING -22.9 PSF -30.4 PSF -28.0 PSF -51.1 PSF -28.0 PSF -51.1 PSF *NET UPLIFT, Kd=1.0; a=8'-8" BAR JCW ROOF DESM LOADS TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD 20 PSF 25 PSF 5 PSF DECK ATTACHMENT ZONE DECK SIZE ATTACHMENT 5/8"0 WELDS (TYP) A 22Ga 36/7 WELD PATTERN & (5) #10 TEK SIDELAP ATTACHMENT TO SUPPORTING STRUCTURE AT PERIMETER, DISCONTINUITIES AND END OF SHEETS SHALL BE PER DECK ATTACHMENT SCHEDULE BUT NOT LESS THAN 5/8"0 PUDDLE WELDS @ 6" O.C. MAX. JOIST BRIDGING NOTES: 1. BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOIST. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. THE LAST TWO JOIST SPACES IN A LINE OF BRIDGING SHALL BE "X" TYPE. 2. PROVIDE UPLIFT BRIDGING AT FIRST BOTTOM CHORD PANEL POINT EACH END OF JOIST. REFER TO SECTION A/S2.1 FOR UPLIFT BRIDGING CONNECTION DETAILS 3. BRIDGING MEMBERS SHALL BE WELDED TO JOISTS WITH 1 /8" FILLET WELD AT ALL POINTS OF CONTACT, EXCEPT FOR BOLTED CROSS BRIDGING, WHICH SHALL BE BOLTED TO JOIST WITH 1 /2"0 BOLT THROUGH JOISTS CHORD GAP, 4. DO NOT WELD BRIDGING TO JOIST WEB MEMBERS. DO NOT HANG ANY MECHANICAL, ELECTRICAL, PLUMBING, ETC FROM BRIDGING 5. BRIDGING LEGEND: HORIZONTAL BRIDGING ATTACHED TO TOP AND BOTTOM CHORD ® ALL BRIDGING TO BE DIAGONAL BRIDGING WITH BOLTED CONNECTIONS AT CHORDS AND INTERSECTIONS. ® SINGLE LINE HORIZONTAL UPLIFT BRIDGING CONC'""'ETC TIIE AND BOND BEAM SCHEDULE MARK TYPE T/BEAM a". • florae L am Wr X D'f RENFOW,NM 81rdwe COMMENTS BOTTOM TOP MDDLE OTMR 8= 8PACNO BB101 II +11'-4" 12x16 (1)#6 (1)#6 DOUBLE BOND BEAM BB102 IL +17'-8" 12x20 (1)#6 (1)#6 DOUBLE BOND BEAM BB103 II +18'-0" 12x16 (1)46 M-0 DOUBLE BOND BEAM BB104 II +18'-8" 12x16 (1)#6 (1)#6 DOUBLE BOND BEAM BB105 TI +19'-4" 12x16 (1)#6 (1)46 DOUBLE BOND BEAM BB106 II +20'-0" 12x16 (1)#6 (1)#6 DOUBLE BOND BEAM 1313107 II +20'-8" 12x16 (1)#6 (1)46 DOUBLE BOND BEAM 1313108 II +21'-4" 12x16 (1)#6 (1)#6 DOUBLE BOND BEAM BB1 091 H +22'-0" 12x16 (1)#6 (1)#6 DOUBLE BOND BEAM BB110 IL +22'-8" 12x16 (1)#6 (146 DOUBLE BOND BEAM BB111 IL +23'-4" 12x16 (1)#6 (1)#6 DOUBLE BOND BEAM_ BB112 I +26'-•8" 12x8 (2)#6 SINGLE BOND BEAM BB113 +12'-0" 12x24 (1)#7 (1)#7 (1)#7 OHD TRIPLE BB BB114 = +26'-0" 12x8 (2)#6 SINGLE BOND BEAM C13101 +22'-8"1 22x40 (3)#9 1 (3)#9 (2)#5 #3 @ 12" O.C. CONC. BEAM RB201 VAIRES 112x16 MIN. (2)#51 (2)#5 1 #3 @ 12" O.C. RAKED CONC. BEAM TYPES I II NOTE' "BB" =BOND BEAM (COMPOSED OF KNOCK —OUT BLOCK) "TB" = TIE BEAM (FORMED & POURED) "PB" = PRE —CAST BEAM (COMPOSED OF PRE —CAST 'U' LINTEL AT BOTTOM AND KNOCK —OUT BLOCK AT TOP. ALL GROUTED SOLID TO FORM INTEGRAL BEAM) T / • BEAM ELEVATION PER SCHEDULE UNLESS NOTED THUS () ON PLAN i I OHNSON is t TRUCTURAL ROUP EB #00 3 MARK ,OHNSON, P,E. 551983 100 E. Hillsboro Blvd. Suite 201 Deerfield Bch., FL 33441 (P) 954-571-9858 (F) 954-571-9818 Email: ma rkj@john son structuralmi WWW.JOHNSONSTRUCTUR000M COPYRIGHT © 2004, JOHNSON STRUCTURAL GROUP, INC. HERSCHMAN ARCHITECTS INCORPORATED 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6692 E-MAIL; mallboxia herschmanarchlteots,com SQ. FT. CA C:5 MTA21� 984 6F BTAGsINOt 215 Sf= INSTALL; 10(05 ei TOTAL: 302(o4 SF CONCEPT: 30K Kof= CONCEPT DATE: D5 - 06 04 Gc.O.-21 FIXTURE REL.. 12-11-04 Gs.O.-13 FINAL. REL.. 02-11-05 Blp PERMIT SET 1-21-04 SCALE: 3/16"=P-0" ROOF FREIMING S2,ml T/WEDGE FRAMING EL. VARIES Y T MASORY EL. VARIES PLACE CLIP ANGLE----' AT TERMINATION OF CMU WALL RB201 12"x16" MIN. RAKE BEAM 4"x4"x18ga. CLIP ANGLE W/(3)#12 TEKS AND (3) 1 /4"Ox2 3/4" TAPCONS SP. AT 6'-0" O.C. MAX 6", 18ga. METAL STUDS AT 16" O.C. (2)#7 WALL REINF. TO CONT. TO T/RB201 BB112 c : tut T/CONT. JOINT SEE ARCH L PLACE CLIP ANGLE AT TOP AND BOTT. OF CONT. JOINT SEE CIVIL FOR WALKWAY INFO T/FIN, FLOOf T BUILT—UP ROOF ON 1 1 /2" METAL DECK STEEL JOIST SEE PLAN m 12" CMU WALL WITH DOUBLE REINFORCEMENT ,SECTION *SIGN PEAK SCALE: 1 /2"=1'-0" WALL FTG. SEE PLAN T/WEDGE FRAMING AgK EL. VARIES I I -H I I N T MAE EL. VARIES *« PLACE CLIP ANGLE ( I:? :.:.::'`:.: :. AT TERMINATION OF CMU WALL I I I I�I I I i I I«« «1. I 4"x4"x18ga. CLIP ANGLE I I � W/(3)#12 TEKS AND (3) 1 /4"Ox2 3/4" TAPCONS i IR_ SP, AT 6'--0" O.C. MAX I I STUDS A ES 1 TTa16" O.C.—,,-,, III 0 T/MASONRY ;L. +26'-8 T BOND BM EL+11 —4 T/CONT. TAb SEE ARCH L PLACE CLIP ANGLE AT TOP AND BOTT. OF CONT. JOINT 11 X Q RB201 12"x16" MIN. RAKE BEAM (2)#7 WALL REINF. TO CONT. TO T/RB201 BUILT—UP ROOF ON 1 1 /2" METAL E STEEL JOIST SEE PLAN B101 12" CMU WALL WITH DOUBLE REINFORCEMENT tV SECONDARY POUR I SIM. W/ (2)#4 CONT. I SEE CIVIL FOR I ----------- WALKWAY INFO `— ---- �'' T/FIN. FLOOR I I T/ EL. + 0 — 0 '--x x x x x . -- �-�x �— i l till I TII I I=11'' T FTG. �I 11 1--I I =1 11 SEE PLAN I #4 HOOK DOWELS I::: .......... AT 24" O.C. — :;:;:.:':;:: r --- - --- _--.-------_ __------------ WALL FTG. SECTION AT BUILDING SIGN SEE PLAN 2 SCALE: 1 /2"=1'-0" L_---_J L--------- J DECKING .+1W 1 —7'— OHNSON" 1 tTRUCTURAL ROUP EB#0 893 MAR HNSON, P.E,/ 51983 1000 E. Hillsboro Blvd. Suite 201 Deerfield Bch., FL 33441 (P) 954-571-9858 (F) 954-571-9818 Email: markojohnsonstructural.cot WWW.JOHNSONSTRUCTURALCOM COPYRIGHT @C 2004, JOHNSON STRUCTURAL GROUP, INC. HERSCHMAN ARCHITECTS INCORPORATED 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxrd herschmanarchftects.com 5Q. FT. CALC5 PSTAIL: 25,95.4 S1^ STACsM: 215 .5F MOTALL: 10(0 5 Sf= TOTAL: 32(o4 SF CONCEPT: 30K <10F CONCEPT DATE: 05 -06 - 04 G.O.-21 FIXTURE REL. 12-11-04 6;.0.-13 FINAL REL. 02-11-05 SCALE: WALL SECTIONS 1 \2004\04050- Best Buy S3.0.dwg, 7/26/2004 7:25:29 PM, 1:16 OHNSON t TRUCTUR,4L ROUP T/WEDGE FRAMING EL. VARIES T MASONRY 0 EL. +26 —8 I.� 2 SIMILAR �o 84.1 11,0 JOIST BRG. EL. +22'-8 ++ I I n l� U �J ++ B/WEDGE FRAMING OL' EL. +19 —4 STEEL JOIST SEE PLAN .. ............ I., ....... ... ............. .......... . ... ............. ........... . .' .. .......... .......... ............................ ­.1 ....... .......... . ............. ........... . ...' ........ ..... I .... . ............. ......... _ .. ............ .......... ... ............. .......... . ... ............. .......... .. ...... 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I .......... ........ ........... . .. ............ .1.1 ... 11, .. ............ .. ......... . .......... .. ............ .......... 4" SPLIT —FACE VENEER... .... I ........ ........... . TC2 r3 S4.0 /----------------,�1 T/FIN. FLOOR EL. +0 —0 ' x... x';.-- x •_ :�: .—x.....— _ ..... —_ — I T -" ►'III,, ;, I I-1 I I-1 .:.. I=I I I-T-1=11 1 I I-^ III=1El =I1'= "'- -- 1� III —I SEE PLAN I J I I_ .:........:....::'. �:.... ;:IIIITI I WALL FTG. ?;: SEE PLAN i ) SECTION AT ENTRY COI "" SCALE: 1 2=1'— / 0 T/ ,,SECTION AT REAR SCALE: 1 /2"=1'—O" T / r� SECTION AT SI®E SIGN SCALE:1 /2 =1 —0 ,L STUDS e 40t EB n0(0 (8893 MARI_dOHNSON, P.E.0 51983 1000 E. Hillsboro Blvd. Suite 201 Deerfield Bch., FL 33441 (P) 954-571-9858 (F) 954-571-9818 Email: markj@johnson structural.cor WWW.JOHNSONSTRUCTURI.COM COPYRIGHT © 2004, JOHNSON STRUCTURAL GROUP, INC. H ER SCH M AN ARCHITECTS I N G 0 R P 0 R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxid herschmanarchitects,com 5Q. FT. CALC5 2IE�,3a4 5 STAGING: 3 215 5F INSTALL: 10&5 5F TOTAL: 30264 51= CONCEPT: 30K KOF CONCEPT DATE: 05 - 0(o - 04 G.O.-21 FIXTURE RE!_. 12 -11- 04 C.O.-13 FINAL REL. 02-11-05 BID PERMIT SET 7-2"I-m4 REV. DATE SCALE: 3/=4"=1'-0" WALL SECTIONS ]I\2004\04050- Best Buy S®ford\Draw1ngs\04050 53.1.dwg, 7/26/2004 7:26:34 PM, 1:16 J: OHNSO tTRUCTURAL ROUP CONT. BOND BEAM W/(2) #5 CENTER FTC CENTER CMU STEEL COLUMN .... ..... SEE SCHEDULE FOR SEE PLAN 12" CMU WALL FOR CMU BEYOND SEE PLAN & SCHEDULE NOTE: REINFORCEMENT COLUMN BLOCKOUT NOTE: REFER TO SITE PLAN REINF SEE . ....... FOR DUMPSTER LOCATION 'PLAN SEE 6/S4.0 FOR TYP REQUIREMENTS FILLED CELL DTLS 1 1/2" AND DIMENSIONS. E8 #00 93 . ............ WELDED WIRE E.J. E.J. MARK OHNSON, FABRIC N.WN.....-A SLOPE RE: ARCH P.E. #51983 I CLEAR @ TIES ............... .......... N. SAWCUT CONTROL 1 1/2" NON SHRINK-\ ........... EJ TYP SEE PLAN ........... _#5 IN GROUT FILLED CELLS 1000 E. Hillsboro Blvd. JOINT z GROUT & BED #5 DOWELS AT < AT ENDS, CORNERS, INTERSECTIONS Suite 201 ........... . ........ ........ ... .............. ............. ... .......................... ... WWF, SEE PLAN TYP 48" O.C. MIN (1) .................... ...... AND AT 40" O.C. MAX. SPACING Deerfield Bch., FL .......... IL PER OPENING ....................... CONTACT LAP NN ........ ......... ........... ....... ................. ................ . ....................... ....... ....... El... (SE V) (P) 954-571-9858 .­­1 .. :=_.. I � : I . 1. 1 " * ............... .......... ..... ............ E PLAN) . . ............. ... ................... .......... . . .... ... , ­ 4 1 ­­x x ...... x .. ............... ............ EL. (SEE PLAN) ........... -571-9818 x ........... ....... (F) 954 SLAB OR GRADE N .......... 0 8" REINF. CMU W/HORIZ. JOINT 33441 LLH FIN. FLOOR N REF: ARCH DWGS NIN: FIN. FLOOR 36 BAR 0 Ld Emil: makjOjohnsonstructurdam ............................... 0 .................... N REINF (9 16" O.C. VERTICAL ... .............. . .......... 7 q .... .......... .. ................. . ...... WnJOHNSONSTRUCTURALCOM 001 . .......... . ..... . ...... ..................... ............ .......... ..... ...... 12" CMU FILL ............ ... ............ COPYRIGHT 2004, ............ ................ JOHNSON STRUCTURAL GROUP, INC. ..... .... .... ............... ............. . ...... ............... ............ .................... ............ W/CONCRETE .... ............... ............ (2) #5, 8" PAST ... ......... ............ I ............... ... ........ . . ........ . ........ ........... . ... ....................... WALL FTG. #5 MATCHING DOWELS W/24" LAP .......... EA. END OF OPENING ........................ ..... .............. ............. .............. ............. ................ ........ .......... . , .11 %` ** I OR PAD FTG. . . .............. .......... ............. ............ ........ ...... ........ ................... .......... ................. . .. .......... . . . . . . . . . . . . . . . . . . .. . . ..................... ................ ':A4 . ................... .......... ............. ...................... .......... . ...... ............ .......... .......... .............. ............ ..... ..... ........... ... .... ..... .. . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .... ... :�H -0" HOOK ............ .... . ... . ............................. .......... ............. ........... T/ FTG EL, SEE ........... ........... ............. .................. ............ ....... .......... (1) OR (2) COURSES ............. . #4x5' a- _L % .............. : ...... .............. . ............. . ............. .......... ........... ................ .................... . ...... ... . ........... ......... ..... ............. .......... ................ .............. . ................... ................ ................. . . ........ ........... .................................... .......................... .......... (1) #5 CONT. AT 12" O.C. ....................... ............ ............................... ........ . ............. ............. T/FTG ELEVATION LL_ r) .... .... .... ................. . ......... ....... ....... w Ld.......... ....... . . . REINFORCING SEE FDN. 0 Uj ..... ............. .......... .......... ........ w L IV) . ... ........ ... DOWELS W/STANDARD HOOK TO MATCH VERT. ONAL TIE IN FOOTING .................. ...... ......... ... ....... ...... ..... .......... ". ...... ...... ........... ........... SEE FTG SCH FTC. WIDTH ...... < T V) REINF. TYP SEE SCHEDULE (0 ........... ...... \\—SEE SCHEID. .. .......... FOR REINF, 5* 6x6 W2,9xW2.9 W.W.F. SECTION WALL SECTION DOOR OPENING DETAIL TYP. TIE COLUMN SECT TYP. INTERIOR COLUMN 2 3 4 \COMPACTED SUB -GRADE 1 (2) #5 CONTI_z, V-6" #5 @ 3 6 0. C. 5 SECTION DUMPSTER OPTIONAL EDGE-----,, FIN. FLOOR ARCHT'L EL. (SEE ARCH) ........... ...... .... . .......... ............... ............... HERSCHMAN STOP VERTICALS 2" FROM SLOPE RE: ARCH 00 SAWCUT CONTROL TOP OF WALL. PROVIDE STID ACI HOOK, TYP JOINT . ........ .......... ....... ........... ARCHITECTS #7 DOWELS AT 48" O.C. MIN (1) (2) #5, 8" PAST -H (2) #7 HORIZONTAL JOINT REINIF EVERY PER OPENING #5 IN GROUT FILLED CELLS EA. END OF OPENING Ai-\ FIN. FLOOR AT 24 O,C. OTHER COURSE, TYP x -VERTICAL BAR CENTERED .......... EL. (SEE SEE SECTION 6 S4.0 PLAN) COMMERCE PARK 12" REINFORCED CMU IN FILLED CELL CLEVELAND, OHIO FI LL ALL CELLS SOLID 4 4 1 2 2 Col 6" SLAB E.J. < PHONE 216-464-4144 .............. 12" CMU A 0 z LAP REINF. BAR 3" CLEAR FAX 216-464-6592 w W/CONCRETE REINFORCING (2) #5, 8" PAST E-MAIL: mailboxia 0 .......... .... ...... ........... z ..... ................. = ........................... T/RAMP EA. END OF OPENING .......... #5 ............. .................... ... erso manaro ec s.com 30 5�:p DOWELS SAME AS z .......... Z ........... =1 .... . . .............. .......... .............. ........... .............. .. ............... Lij < . . ......... ........................... ........ ....... .. #6 361) V) SEE PLAN T EL. VARIES VERTICAL BAR V) ............. . ..... ............................. ............. ........... ... .... .... I.- .......... ........ ... ......... .. ................... .......... a- ILL ....... #7 W luvwj) z . . . ...... - .......... .......... OC) < .......... #5/16 TOP W/HOOK ...... .............. ............. ........ .. . ........ .............. ......... ...................... .......... . ........... . ............ #8 48 .......... ....... .............. ............... \-REINFORCING SAME AS 8" 5Q. FT. CALC5 ......... ............ 0 .......... ..... . .......... ... ......... FTG, REINFORCING . ........ ..... � . .......... T/FTG. FMTAIL; 32" ALTERNATE (2) #5 HOOK BARS . . .......... ........................ .. ...................... \-r EL- 5'- 4" ...... .... ... .......... 2 r:),B54 5F ... . .. ...... ........... . ....... .......................... .............. STID HOOK HOOKS AS SHOWN ............... ... . ....................... ... ..... ... .. ................. ...................................... ................. ............. . .................................. T/FTG. .................... ................ .......... . . ................. .......... . .......... ................................. 3,215 5F ................................... SEE FTG. SCHEID. .............................. .................................. ....................... ... EL 1 0 ............ ................. .. ...... . ... . . . ....... ............ ................ Ld (4) #5 CONT. V) INSTALL: ........................... .... ....... . . ......................... FTG. STEP . ......... 1, 0 ror7 5 P N 1'- 4" lt-4$p #5 MATCHING DOWEL LJLJJ ............ ............ .............. .................. TOTAL. FOR LOCArION T T APPLIES LL:, 1 31-4)) 1301264 Sr- I FOR MONO FOOTINGS FTG. WIDTH i T- ____ - __T SEE SCHEDULE 30K KOF TYP. CMU FILLED CELL 7 SECTION OHD OPENING FTG. STEP DETAIL SECTION RETAINING WALL W/ SLAB PLAN AT 32" CMU COLUMNS CONrrzPT DATE: 8 SCALE: N.T.S.- 9 10 05 - 0(0 - 04 G.O.-21 RXTURE REL. 12-11-04 4)-83) Cf.O.-13 FINAL REL. T/WALL T/PAVEMENT OR n CONT. BOND BEAM \fF EL. + 0' LANDSCAPING U 02-11-05 W/(2) #5 CONT. CONT. BOND BEAM S I G N TC2 11-03) TORE NU 5r=R: ......... TC3 W/(1) #5 CONT. A-\ T/WALL 1-7171 EL+2" 6" #5 IN GROUT FILLED #5 IN GROUT FILLED CELLS #0 VERT (11) #6 VERT .............. CELLS AT 48" O.C. .: 1. X?��\�\/ \ �(< - 1. ­ ......... .............................. ......... . .......... I I .............. ........... ............. AT 24 O.C. W// #3 TIES W/ #3 TIES SEE SECTION 6/S4,0 ... ....... .. ...... .......... ........ . ..... ........... .. ... . SEE SECTION 6/S4.0 ................ @ 12" O.C. . . ..... 12" R .... ................. @ 12" O.C. . .... ................ EINFORCED CMU � v 1. 1.117, ........... N FILL ALL CELLS SOLID 8 REINFORCED CMU ........ .......... ........... ........... 1111 ............. ................. ... ..... ... ............... I . . . . . . .... ... ........... I X\// X ................ ...... FILL ALL CELLS OLID 3/4"x1O"x1O" PL ............ .......... ................ ............... ... .... 48" BARO LAP W/(2) 6x3/4" H.S. . ....... ........................................ ......... ..., . ........... ............................ 3/4" PATCH AFTER T/PAVEMENT OR-\ .... ....... OFFSET AS SHOWN ......................... . ....................... REINFORCING y/1 ............ ING FINAL INSPECTION .............. . ............ .............. T/RAMP GRADE 6" SLAB E.J. S ............ ... \-r EL, VARIES EL. 0'-0" .............. . ........... ... ....... .................... ... ............ ........................... ........... .................... ....... .... .......... #5/16 TOP W/HOOK Z X' 811 ...... . ...... ............... -8;j .......... ................. ... . .... ...... . . ............... 0 ............. ... ........ ............ ............. .. .......... 11 ......... x ........................... T/FTC. . .... ..... ................... T/FTG. ................. ... . ......... ..... ... .... ........ .............. EL-V-4" \fEL-5'L .................. .... ............. .............. ............... ...................... ... . .... .. .......... ............. ......... .......... ...... .............. .................. ......... .. . .. .... ............... ............. .......... ........... ........ ........... .......... .. ...... ... ........... ............ ............... .......... (3) #55 CONT (4) #5 CONT, ......... ... ............. I...,., W/ #5/18" TRANS. ....... ............ .................................... .............. "I'll . . L� 1. ­ 11.1 ........... ............................. ..... ..... ... .. . _U%_--`1'%`.`: ........... ............... ... .................... _4" SPLIT -FACE VENEER ... ........ #5 MATCHING DOWEL 11- 6 IN FRONTOF COLUMN 3/4"xl 0"xl 0" PL I SIGN SUPPORT & W/(2) 6x3/4" H.S. STANDARD 12" CMU T CORRESPONDING CENTER STUDS 8"APART T fV FOUNDATION BY SIGN MFR. 12" SPLIT -FACE CMU UL SECTION RETAINING WALL SECTION SIGN RETAINING WALL PLAN STOREFRONT COLUMNS 12 13 SQUA T (RUB FINS OFF jTYP "SOFF-CUT, 1/8"x 1st POUR BEFORE 2nd POUR IS 1/4 SLAB DEPTH MADE) LATER SAWCUT JOINT 1" 1. SEMI -RIGID EPDXY SHALL BE PROVIDED DEEP TO PROVIDE GROOVE FOR �-_X— K —x—X IN CONSTRUCTION & SAWCUT JOINTS. EPDXY SEMI -RIGID EPDXY. SEE NOTES FrERMIT 5r=T THIS. DETAIL SHALL BE MM80 BY METZGER/McCUIRE OR EUCO 700 BY EUCLID. NOTES: 1. CUT WITHIN SAME DAY OF SLAB PLACEMENT. -21-04 2. CONCRETE SHALL AGE A MINIMUM OF 45 DAYS, CY w 2. PLACE REINIF 1/3 SLAB CHASE THE JOINT WITH A CONCRETE SAW AND ....... ....... ..... . ..... .... ....... ..... NOTES: 1, USE SMOOTH DWL W/ PROJECTED BLOW CLEAN W/ COMPRESSED AIR. .... ..... . ..... REV. D.4M ..... ..... ... END COATED TO PREVENT BOND. GREATER THAN 5". 48 BAR DIA. . ....... ..... LAP SPLICE, TYP. 3. USE BACKER ROD TO CREATE VERTICAL DAM SEE SCHEDULE BELOW. 1 1/2" CLR FOR SLABS 5. TO BE FILLED. DO NOT 0 ....... ....... SANITARY DRAIN . ..... ...... USE BACKER ROD AT THE BOTTOM OF THE JOINT, 2. REINIF NOT SHOWN FOR CLARITY. 3. SEE SEMI -RIGID NOTES THIS DTL. T DISCONTINUE REINF @ JT, yp 4. LEAVE THE SURFACE CROWNED AND GRIND FLUSH .. ........ ..... SMOOTH DOWEL SCHEDULE EXTEND INTERIOR BARS TO FAR FACE ..... ..... AFTER IT HAS HARDENED. SJ (SAWCUT JOINT) (NO EQ'D) SLAB TOTAL SPACING DEPTH DIAMETER LENGTH C TO C ................. . .................. . ................ . . ... (IN) (IN) -TO (IN) ............ ............ ........... ........... ............ ................. P BAR IF CALLED OUT . ..... ... .. . ................... (IN) .............................. REINF SEE PLAN IN SCHEDULE .......... ........... ......... .................... .......... ................................. .................... I ............... .......... ......................... . .............. ........... ........................ . . . . ..... 5 5/8 12 12 3/ . .... . .. . ........... .............. ........... .. . .... . ............. ................... ............ ..... ..... ........ .... .. .... .......... .............. .......... .............. JT FILLER. 6 x ... .......... . ............... . ... . ................ .......... ............. .......... 3/4 14 12 _x F:7 T_ .......... ....................... .......... ......... 7/8 14 x ........ .... . ........... 7 .......... 12 . ... ......... ................. ............. z ................. ............ ............ V) ............... 8 1 14 12 .............. . ....... ................. .. ........... ...... ..... . ........... ......... ..... A x X_ X_ COL, PANEL ........ ......... w . ........ 1 111.1 9 11/8 16 12 . ..... ............. .......... _CD STID CORNER BAR, TYP, -C,4 HOOK, TYP. ................ .. ......... ............. 10 11 4 16 .................... z 12 ------- (MATCH HORIZONTAL ............... ERAL NOTES ........... SCALE: NOTE: DWLS SHALL BE CUT TO LENGTH NOT rum REQ'D COVER BAR SIZE) ................. ........... 1=11-011 SHEARED, GRIND ANY BURRS SMOOTH SEE FDN SCH FOR SIZE & REINF 3/4' EJ (EXPANSION JOINT) FROM PROJECTED END. T T \_REINF TO MATCH CJ (CONSTRUCTION JOINT - DOWELLED) TDS (TURN DOWN SLAB) CORNER INTERSECTION V-0f$ if-00) 40 CONT. FTG REINF. FOUNDATtON (SEE FOOTING SCHEDULE) DETAIIS SLAB -ON -GRADE DETAILS FOR 4" & THICKER SLABS CORNER BAR DETAIL SECTION BLOCK OUT L /S4 �O F R TYP L TLS DE Do U-,l ....... SQUARE EDGE JT (RUB FINS OFF NTS J \2004\04050- Be5t Buy S ford \kwings\04050 54.0.dwg, 7/26/2004 4:28:14 PM, 1:16 BB, SEE PLAN T PARAPET EL. SEE PLAN TYP. TYP DECK SUPPORT UNO L 5"x3 1 /2"x 1 /4" x CONT (LLH) W/3/4"O EXPANSION BOLTS @ 32" O,C IN CONCRETE FILLED CELL TYP, UNO. MTL DECK T BB STEPS SEE PLAN SEE PLAN TYP w TYP. U' z m J .. m n :' `�- STEEL JST 12" CMU WALL SEE PLAN SEE PLAN FOR REINF. TYP, U.N.O. X-BRIDGING FOR 2 END BAYS HORIZONTAL THEREAFTER L 2 1 /2"x2 1 /2"x3/16% JST DEPTH W/(2) 5/8"0 EXPANSION BOLTS INTO GROUT FILLED CELLS. SECTION �BRIDGING i0 BB, SEE PLAN PL MK "A" T/PL=T/BEAM NOTE: USE (3) BOLTS FOR W12 & W14 BEAM n 3 4" SHORT SLOTS IN PL S _F (V • BOLTS - N - '. Ills '. i i i me1/410 me . u SECTION * GIRDER BEARINJ ROOF TOP UNIT FRAME SCHEDULE UNIT WEIGHT ANGLE SIZE 0 - 675 Ibs L4x3x1 /4 LLH 676 - 1500 Ibs L4x3 1 /2x5/16 LLH 1501 - 3000 Ibs L6x4x3/8 LLH 3001 - 6000 Ibs I L6x6x3/8 NOTES 1. VERIFY ALL DIM'S, DETAILS, AND UNIT ORIENTATION W/ MECH CONTR BEFORE FABRICATION. 2. A/C UNIT TOTAL WEIGHT -SEE PLAN FOR WEIGHT AND FRAME SCHEDULE FOR ANGLE FRAME SIZE. 3. PROVIDE L3x3x1 /4 FRAME AT ALL OPNGS GREATER THAN 12" ON ANY SIDE. 4. THE ANGLE FRAME SHALL BE PROVIDED SO THAT THE ENTIRE PERIMETER OF THE RTU CURB IS SUPPORTED. DET. MECH ROOF SUPPORT A SCALE: N.T.S. J \2004\04050- Best Buy S ford \ rawings\04050 S4.1,dwg, 7/26/2004 4:25:58 PN, 1:16 1 Q /3/4"0 w LL 0 w O U BB, SEE PLAN FILL CELL W/ CONCRETE AFTER JST INSTALLED AND INSPECTED w w cn z m� m a TYP JST EMBED J PL 3/8"x5"x1'-O" W/(2) 1 /2"OxO'-6" LG HS. TYP JST TO 3 16 V2 1/21, EMBED OR BM - L5"x3 1 /2"x 1 /4"x CONT (LLH) 3 16 TYP. BUILT UP ROOF ON 1 1 /2" MTL DECK JOIST BRG. SEE PLAN SECTION JOIST BRG. K;"4\.SECTION * COLLECTOR CONN. OIST 'OP 'HORD 'PORT FRAME (SEE IEDULE FOR L SIZE) AFTER 3/16 DL IS APPLIED 3/16 L2"x2"x3/16" MIN. BOTTOM CHORD BRACING TO BE * WELD ALL PTS OF CONTACT SPECIFIED AND SUPPLIED AFTER DL IS APPLIED BY JOIST GIRDER MANUF, IN ACCORDANCE WITH SJI REQUIREMENTS - SECTION JOIST TO GIRDER ROOF TOP j ROOF TOP A/C UNIT A/C OR FAN CURB OR FAN (MIN 18ga) � �-�- (2) 1 /4-14x1" TEK SCREWS (2) POWDER ACTUATED FASTNERS 3/8"4 LAG BOLTS 4" FROM EACH CORNER & MAX 24" OC (MIN 3 PER SIDE) TYP ALL 4 SIDES #12 TEK SCREW ROOFING EACH FLUTE OR REF: ARCH @ 6" O.C. (SIDE) --------------.-1 18ga x 2" STRAP @ 24" - STIFFN'R L's 4, OC (3 MIN PER SIDE) AT SKEW TYP ALL 4 SIDES ANGLE EA SIDE SEE USE MIN (2) PER SUPPORT SECT B-B SIDE FOR FANS FRAME z4x4x1 /4 VERTICAL AT FRAME SUPPORT LOCATIONS. WELD TO JOIST AT ALL POINTS OF CONTACT SECTION A- A BOLTED TIE JST TYP @ COL LINES 5" SEATS, BOTH SIDES OF COLUMN 1 /4" (4) 3/4"0 A325 BOLTS WELD 1 /4" 4„ TYP. AFTER FINAL PLUMB,TYP 1" CAP PLATE JST BRG ELAlk SEE PLAN PL 3/8"x4"xO'-4" TYP @ JST 1 /4V3 STABILIZING PL 3/4"x6"xO'-6"—J TYP. @ GIRDER, UNO ,, SECTION * GIRDER TO COL ADD STIFFENER ANGLES IF THIS DIM IS GREATER C-- CL CONCENTRATED LOAD THAN 6" FROM SUPPORT FRAME I CL JOIST TOP JOIST TOP CHORD PANEL PT 1-$-V--< TYP CHORD L4x4x1/4 VERT WEB MEMBER r- AT FRAME LOCATION I BOTTOM CHORD I ADD L2x2x3/16 STIFFENER PANEL POINT-7ANGLE IF RTU FRAME ANGLE (WHERE DIAGONAL BEARS ON JOIST FURTHER WEB MEMBERS THAN 6" FROM THE NEAREST INTERSECT CHORDS) TOP CHORD PANEL POINT. SECTION 13-13 7j ig Iri CMU POCKET i 10100 GROUT SOLID AFTER rIING I E I IOn (2) 1 /2" EXP BOLTS OHNSON TRUCTUR,QL ROUP 4 4' TYP GIRDER EMBED L8X4X3/$X1'-4" (LLH) W/ (2) 3/4" X9" HS EU # U8893 MAR JOHNSON, 8" APART P,E. #51983 JST BRG 1000 E. Hillsboro Blvd. EL SEE PLAN Suite 201 Deerfield Bch,, FL 33441 (P) 954-571-9858 (F) 954-571-9818 Email: markjohnsonstructura.co WWW.JOHNSONSTRUCTURALCOM ST GIRDER SEE COPYRIGHT © 2004, PLAN TYP. JOHNSON STRUCTURAL GROUP, INC. STABLIZER L 6x6x7/8 x 0'-6" DO NOT WELD TO GIRDER BOT CHORD. SECT. JST GIRDER * CMU COLUMN a I 1 7" 3 /4" 3/4"OX5" HS —J PLATE MK"A" DETAIL SCALE: N.T.S. cV $" / „ 1 1/2 _'5" 1 1 /2" 1 2 c N 3/4"OX5" HS PLATE MK"B" DETAIL SCALE: N.T.S. HERSCHMAN ARCHITECTS INCORPORATED 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL; mallboxia herschmanarchitects,00m 6Q, FT. CALC5 WITAILs 2�>VV 1 5 STAGINGS 2 5F MSTALLs/� 10(o 5 5r- TOTAL: 30264 5F CONCEPT: 3OK <0F CONCEPT DATE: 05 - 06 - 04 G.0.-21 FIXTURE REL. 12 -11- 04 Cx.O.-,13 r-INAL. REL.. 02-11-05 BID PERMIT SST 7-27-04 REV. DAir= 0 SCALE: 3/4"=1'-0" ROOF DE ALLS S4,91 PLAN AT EXISTING i� '.-..,,...._.....«.... .._....._ . tip...._....,.. ...�_ _�.... �n✓ RTU-7 I-\j 10 TONS 4,000 C.F.M. 18 KW HEAT INPUT 2,053 LBS ► A AN yy I\ I RTU-1 IV 4 A I `I 15 TONS L-5 6,000 C.F.M. 18 KW HEAT --•., INPUT 2,659 LBS 2 3 j e I YY n YYYYYYY:ssszssxs � ��----- A;3 .._......... ............... _--- > ...................................... s+sf --------------------------- Sir I V RTU-4 L� 15 TONS ......_,. - - --- - :....._....�._ro.........,__.... .. ------- ..............."..._....err.._...... —.,... 6,000 C.F.M. 18 KW HEAT INPUT Z659 LBS 1 2 i i - -TONS._-. -- 1FM=:=::0 ?A4 KW ET INPUT -------------- 14x14 UP THROUGH ROOF TO EFn 2. SEE DETAIL 7Ad-7 E 14x14 UP THROUGH ROOF - TO EF-1. SEE DETAIL 7/M-7 4' PLUMBING VENT THROUGH ROOF RTU-9 4 TONS 1,600 C.F.M. ... 1. ".......6_.KW HEAT..INPU.T..._... __- }� 913 LBS 1 2 3 a----- t.+y-svrrn`rau+mi ------------------------------------------------------ -� RTU=2 - �V I ( 6,000 C.F.M. ± I A I I� I l31 18 659 L BS T INPUT I ..............YYYYYYYYYYYSYYY'�s 5YYSY--I .KKr -T _ -4 z ------------------------------------ y ---------------------------------------- ----------------------------------------------------- RTU-5 15 TONS 6,000 C.F.M. I A 18 KW HEAT INPUT 2,659 LBS 1 2 �y. I i i i I 1 i RTU-8 5 TONS 3" PLUMBING 1,950 C.F.M. VENT THROUGH RGOF� 12 KW HEAT INPUT 969 LBS 1 2 3 _ - 14x14 UP THROUGH ROOF TO EF-3. SEE DETAIL 7/M-7 wads........N ry!. ------^a---- xTxs.wdvausy -------- - m . �� 15 TONS .-.........r_....,.__ . - - _.... 6,000 C.F.M. 18 KW HEAT INPUT 2,659 LBS I I , , I �./ 1 2 3 L -j --------------------------------------- ------------- {. h. RTU-6 15 TONS - -- - `� ✓L� 6,000 C.F.M. 18 KW HEAT INPUT 2,659 LBS i I I 4 i i KEYED NOTES: ROOFTOP UNIT LEVELING BY MECHANICAL CONTRACTOR. \�1 CONTRACTOR SHALL PROVIDE A CONDENSATE TRAP AT EACH ROOFTOP UNIT, PER DETAIL 5/M-6. 3 r EXACT P N F A110N OF R00�"IOP UNITS. ROOF REFER TO STRUCTURAL PLANS OR LOC r OP � GEP L OPENINGS SHALL BE COORDINATED T'r1 GENERAL CONTRACTOR. SEE CURB - AI H M---7 F T M AND H V.A C DETAILS, SHEET OR DIMENSION SCHEDULE SHEET 8 FURTHER INFORMATION. ROOFTOP UNIT FRESH AIR INTAKE SHALL BE A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, FLUE, OR PLUMBING VENT. COORDINATE WITH GENERAL CONTRACTOR AS NECESSARY. TRANS EQUIPMENT: DESCRIP11ON VENDOR REMARKS ROOF TOP UNITS TRANE CO. O(D 04 OG) ROOF TOP UNIT CURBS TRANE CO. 00 (DG) SUPPLY AIR DROP BOX TRANE CO. (Do OOs 0 EACH OF THE ABOVE UNITS TO BE PROVIDED WITH THE FOLLOWING: -THROWAWAY FILTERS. -FACTORY INSTALLED DISCHARGE AIR SENSING KIT. 5 YEAR COMPRESSOR PARTS WARRANTY. -FIVE () -TEN 10 YEAR HEAT EXCHANGER PARTS WARRANTY. t ) _FACTORY INSTALLED TRACER COMMUNICATION INTERFACE. -FACTORY INSTALLED COMPARATIVE ENTHALPY ECONOMi7ER WITH BAROMETRIC RELIEF. -STANDARD KNOCK -DOWN ROOF CURB WITH BM INSTALLED BURGLAR BARS. -FACTORY INSTALLED CIRCUIT BREAKER WITH THROUGH -THE -BASE ELECTRICAL AND UNPOWERED CONVENIENCE OUTLET. 0 TRANE CONTACT: NATIONAL ACCOUNT KELLY HAUENSTEIN PHONE: 1.800.204.6625 0 EACH OF THE ROOF TOP UNITS WILL COME WITH ONE SUPPLY AIR DROP BOX, PAINTED OFF WHITE. `J PLEASE NOTE THE FOLLOWING ITEMS, WHICH ARE REQUIRED TO BE FURNISHED AND INSTALLED, BUT N-Qj PROVIDED BY THE OWNER: -SUPPLY AIR DUCT WORK, INSULATED -RETURN AIR DUCT WORK -EXPANDED METAL RETURN AIR CAP O SEE DETAILS, SHEET M-7 AND M-8. REFER TO SPECIFICATION, SECTION 15550, FOR FURTHER INFORMATION. RECEIVED, UNLOADED, AND INSTALLED BY H.V.A.C. CONTRACTOR. 1P/FElT ` 6T 1-21-04 ?REV. DAB SCALE: 1/811 = 1 1_011 H VAC ROOF PLAIN 1 _ - SIAMESE CONNECTION -' ...1,. y �" :� , .. .52 �':` �._ _ _ wry• �a h 8" IARE PROTECTION �—�'_ — --'1 ' • STORM DRAIN LINE, TO MAIN. SEE SITE i (@"'�—W— _ 2" DOMESTIC WATER LINE, TO E/,TI=yloR'',M 10. PLAN FOR CC)NITNUATION; I „ ;I SEE SITE PLAN FOR CONTINUA7I d. ,. _._._.._. .�_ ,_ .__...,_ , ,__ ._ �__w_ _ _...- _ -.�. �__.,_..�. ___. __.._»_.__.....a.�.._..._, IL i.� C%INEG ITON TO STORM MAIN, SPRINKLER RISE= BY OTHERS. SEE SITE/CIVL 2 DOMESTIC WATER RISEPIU'#LVE PLANS FOR CONTINUATION. /ram 8" FIRE PROTECII -J LINE, TO SYSTEM. x ' I i � } �r F TRENCH DRAIN, FD---3. SEE DETAIL 7/M-6. 4 <�- SEE ALSO ARCHITECTURAL DETAIL 14/A-13. 4 SANITARY SEWER. SEE SITE/CIVIL PLANS FOR CONTINUATION. TERMINATE - —� ~- - 5-0" FR6M EXTERIOR OF BUILDING. Y ` INCLUDE DOUBLE CLEANOUT PER 4/M-6. s 3 CONNECTQ1 TO MAIN BY OTHERS. fD — a — — ® - — m�— m �m...�...,..r..s.._.,»_...._,d.,»..»_.._....,,,.,»...m.«..�».»._... v � � �.. ® .ems ra ��e®� am ® ®� ®® mm.._..._>— ® — ffia. er �e w i SAKITARY SEWER SLOPED @ :NIN j4" PER 1'-O" 2 DOMESTIC COLD WATER O SEE 'PARTIAL PLAN, SHEET M-3, FOR , CON,nNUATION Al .N i ! ! I i a _ a _ y y. I U L1 I j 3 J i f I E 3 , 4 7 I f tt 7 ' ACCESS; PANEL TO VAL�tE FURNISHED AND INSTALLED i' f y BY MECH 'CONTRACTOR WALL HYDRANT KEYED NOTES: 1 RUN PIPING AS HIGH AS POSSIBLE IN JOIST SPACE. DOMESTIC WATER SHALL NOT RUN ABOVE ELECTRICAL PANELS. PWMBING CONTRACTOR TO MAKE CONNECTION FROM 6%6" DOWNSPOUT TO 8" 0 UNDERGROUND STORM DRAIN, PER DETAIL 13/M-6. PLUMBING CONTRACTOR TO BRING DRAIN OUT 5'-0" FROM BUILDING EXTERIOR. FINAL CONNECTION TO STORM MAIN BY OTHERS. (J)�W i tam aqi r i C�9 r�-� `\ � k:'0 2P -� A T 2 3 6 _ 2 v i,�; �: f. i % 2 -er X 2` '-,754- ;5c,2 he r s ,:_ o rn 'T � i SCALE: 1/O" = 1 f_O1' PLUMBING FLOOR -PLAN s 1/41)=1'-O„ KEYED NOTES: C'./ 3/4" HOT 'HATER AND 2" COUP WATER DROP DOWN FROM JOIST SPACE TO RUN LOW IN PLUMBING MALL. I2 PROMDE TRAP SEAL PRIMER FOR EACH FLOOR DRAIN. SEE DETAIL 6/M-6. FIXTURE DESIGNATION: F-1 FLOOR -MOUNTED MANUAL FLUSH WATER CLOSET F-1A A.D.A. COMPLIANT FLOOR -MOUNTED MANUAL FLUSH WATER CLOSET F-2 COUNTERTOP LAVATORY WITH METERED SHUT-OFF FAUCET F-2A A.D.A WALL MOUNTED LAVATORY WITH METERED SHUT-OFF FAUCET F-3 A.D.A. COMPLIANT MANUAL FLUSH URINAL F-4 SERVICE (MOP) SINK F-5 F-6 A.D.A. COMPLIANT DRINKING FOUNTAIN COUNTER -TOP SINK AT BREAK ROOM F-7 'HALL -MOUNT SINK AT STEREO INSTALL BAY FIJ--1 FLOOR DRAIN FD-2 FD-3 FLOOR DRAIN WITH SEDIMENT BUCKET TRENCH DRAIN AT DOCKING RAMP VOTE; SEE SPECIFICATIONS, SECTION 15400, PART TWO, FOR FURTHER INFORMATION. NOT ALL FIXTURES USED IN ALL JOBS. ADHERE TO PLANS AS SHOWN. o _ '4 1" H.W. i ' 11/4 H.W. F-4 D.C.W. TO MAIN 2 C.W. —` 2" C.W. F-1 A 1 11/2" C.W. HOSE BIBB HUNG NEXT TO F 2A , - ?:F-2A� ROOF HATCH, AT BOTTOM OF JOISTS. SECURt T� JOi5TS- AS NECESSARY. N.�-DQ ,.F-1i�`� I /a C.W. TO SER�y'E °b ICE -MAKER IN REFRIGERATOR.. I I i s 1%2 " H.W. IF 21 j,.- 3 4,) C.W. F 2, F- 2 'WATER HEATER WH-1, TO BE SUSPENDED y ABOVE HUB ROOM SINK F-6 PER DETAIL 9/M-6. ROUTE T&P VALVE DOWN TO SINK WASTE. C i S � INLCUDE HOSE BIBB F 7 E MOUNTED BELOW SINK AT 18" A.F.F. '._.�..... ....,_._.�..,m,..� ._�....__.._..��_�_ .,.� �m.�...�.._.___._..._.. fir, .—d..... >...a .: .>.«. ...«.>.>....._..a.. ....� .....a. ..._....+......o.«.m...._..«ar ««..> .—...—.....««.—._.«n.........> ..w... «....r..—... .0 �m m..«..u......n..rv.— ......... ........ ..m..._�_-«e......_.... ....... .«..«...........—..v. � 4 P �5 e ..«�..+................. .«+..+J .......v.«..«..r�...«.�,......w .«.a. .«>..... —_ ...� >._.+......-.........._ ........ _.. <...... -.-.. ..�... >......r. ......� _ .«o.. .......c,.m�.s...«.......«.... ...«.............m........«.«....>«..m ....m .«.«.«....«..«�....«....«.... ...... ....o..o............w.. ,..« S l.' M -moM llff AND COLD WAM PARn 1/4))-11-O)) 3"."FD Q I 1I/a"f 1 W1, ` 11/2 "V ti I ` 1i14)) VTR r I rr •'•� I 1 (3„ V r r `• I I I I ZV� r r 11/2 )sVr r rr I I I I 1 �, W.C.O. I � 3_ FD-1 i 1 I 24 ,1 F-1 , 11 F=2A ` �1/a V 1 I 1 3 "j1 �4a 4a e I i a F-1 3 1 I F-2A 3„ . FD-1 : l ! F-2A 1 F-2A 3' F-5 C.O. NOTE: SEE SPECIFICATION SECTION THREE, FOR FIXTURE ROUGH - SHOCK ABSORBER (SEE - SPECIFICATIONS FOR MOD FOR CONTINUATION, SEE SHEET M-2 2% HOSE BIBB AT ROOF HATCH 1/2 *C.W. 3/4 aC.F-2 FOR CONTINUATION, SEE SHEET M-2 I 3/4 "H.W I 2))C.W. O 3/4 "H.W. IN 3/4 aC.W. I I � I I 20C.W.--` \' � 1"H.W. 11/2 "C.W o I I 3/4'H.W. I F-2A F-1 A i 2"C.W.--� 11/2 acmr"", F-2A 3/+" H.W. 3/4 H. W. F-1 1" C.W. IN 1" H.W. OUT V V SHOCK ABSORBER (SEE F-1 F-1 PER DETAIL 8/M-6. SPECIFICATIONS FOR MODEL) F-2 F-.I mi-1 ®' F-2 3/4 "H.W. I F 2 1/2 'H. W. a I a 11/a C.W. — 1/2 aC.W. 1/2 aC.W 1/2 -H.W. 1/2aH.W. 1/2') VALVE IN WALL NET SEE SPECIFICATION SECTION 15400, PART I I FOR REFRIGERATOR 3/; aC•W THREE, FOR FIXTURE ROUGH -IN SCHEDULE. I NOT TO SCALE � e r F-6 .� SHOCK ABSORBER (SEE SPECIFICATIONS FOR MODEL)'_-0 I9 _' / pr /� 5T s , 0i-21-04 :FREV. DATE Jf{'` SCALE: AS Doted �.NLARGED 'LUMBLVG 'LAMS AND )ETAILS • I I ` 3 • r , h i a , • t i z # 1 e i r p q a 1 { - Y t =r d x` - { 9 - 9 3 ! 33 a z � ' . . 9 t I i I , I i t ; ` t iss 2412 TYPE IF' GRILLE (2 THUS) ! • I I I CONNECTED TO 2412 TRANSFER DUCT i I I i I , 1,000 CFM INTO STEREO INSTALL BAY.'`.:,.'` , MOUNT AS HIGH AS POSSIBLE.�,� I _ 2 5 I I 500 1 i f 500 3 1 �< , I 9 �r RTU 7 \ . { �s r I ! 1 , M 10 TONS o O �� L4,000 C.F.M. # MOUNT SENSOR ABOVE DESK , i ! 1 �`) 14x14 UPTHROUGH RhO,OF 7 W y ,! 9 K ON INSULATED BACKING. �. RTU-7 EF-1 PER DETAIL 7/�-7. I ' { 3} § I / • , / "' I _ �^..;.. _,:a .s "' i 3t, , ? 3 H #S�9 g i I AVe I I ' , _I - : `'-11054350—C Wr ta t , : Y 1, � , `a ; ` � ] i"' ;< i ! 3 4 v F t . • . , „• � ' _ � ,. � J/J��� 3 j�s � i s � I ; 250 ; , 1 �► l RTU -8 2� 9 � (- � j `�< ;�. 5 TONS r lil r r...r• 3a'•"e - I ;w'�• {` �j'rgcovi."��., - ,.�..: �....,......_.�. .r i i a ' d 12 ! 1,950 C.F.M. t 1 I 9.s:.v''�% u "Ss- : ,m ....,.�...-.-..ti-�.......- , i s i � � r, a� � � �"'....' i I - 87,y�// � € i r � � 14x14 UP t � f t\ 'i� j /it4. R r y ;.•=yi >\ >'ti � I# !( I � e t, :'%..., � E �• w- s i i fi! „yw,..:r-•••..»...;..._..., .9 3 ur \' i EF-3. SEE , ; I IV (g /� RTU—V 8p ' - - 4 S , i Xµ' I �4-,• x � aji a � i 20x 1 i f { 3 ,S i „/ •\ a ...a...:.» .w t g —1 4" 150 600 TRANSFER GRILL IN DOOR I U ! Y. I f € `CH. PLAN F INF M t II x"•r , . ` VAV- 4 TONS 24x12 TYP, F' GRILLE (2 THUS) CONNECTED TO 24x12 TRANSFER DUCT 1,600 C.F.M. ; _ I ► d a, I 1,000 CFM INTO STEREO INSTALL BAY. FF INCLUDE FIRE/SMOKE DAMPER, PER 9/M-7. I MOUNT AS HIGH AS POSSIBLE. is I i I a d i p ( R 4 7 I t RTU-1 RTU-3 O 7 -0 A.F.F. �� I „ S (M a .». � � � ._ _ .-st � � ; � •e'en r � � e E , p i ', •.` t04 1 t l j a I � ;I a ' ! . 1 j ; f O.. i�J Li I • � i a� � � t ! s t 3 i - if TU- ? I r I I I I RRTU-4 OSI(�- RTU-6 5 TON15 TONS 6,000 C.F.M. 6,000 C.F.M. 6,000 C.F.M.15 TONS Vi—I ��-- e r _ Q L RTU-6 rr. r j '-0" A.F.F. `,V ®7 f Sni 5 r �rT7/. A. C7 F'L�J FH���� i VAV-2 S, � 5 : 14z14 UP THROUGH ROOF TO + EF 22. SEE DETAIL 7 M-7 i { 3 / }} �} i 9. A , RTU-10� 3 2 TONS� TU 3 { 5 ` 800 CFM�� _1 S ----�_�0.-7' 0„ A.F.F. ��w I s s RTU-1A -� �`� ®7 -0 A F.F.,j t 9F- 4 i.(=_t3 !;� S i' i I ,'— A.s'�r*' P m'. iI w§ w°r :', •-- - , ,w .,,f y ;tH •T:FC�1 _ t � � .w�:? �: ..'� � , x y„ ::�;,<�:EFA-2 T ! 9 � > v • w -! I. 3? FC-1 , a 14 vliENiNO' 1N TQP OF ; c ..; i°».. � .:,.•,-�<3,.v....� $3 TONS # � 5 I _._ ..a ,d rases I . , r j 1,200 CFM i MOUNT AS HIGH AS ,POSSIBLE. 1 fr, ,- -; > .,, -` s I I I 9 I f, ,f -` �-=.�:,. r.....»............... ..� 3 PROVIDE 1 x1 WIRE€MESH. .....—.. .«....m ..�..._ .....r .»...... err ...�.. ..—..... —..a»._ 4 24x12 TYPE IF GRILT�E (2 THUS) THERMOSTAT IN ELECTRIC ROOM CONNECTL-D TO 24X12 TRANSFER DUCT SEE SHEET M-5 FOR H.V.A.C. PLAN IN THIS AREA REVERSE ACTING TO START EF-2 1000 CFM INTO ELECTRICAL. ROOM. WHEN ROOM TEMP. EXCEEDS 80' F MOUNT Aa HIGH AS POSSIBLE. GENERAL NOTES: 1. MOUNT ALL EXPOSED DUCTWORK AS HIGH AS POSSIBLE THROUGHOUT ENTIRE SPACE, UNLESS OTHERWISE SPECIFIED. DUCTWORK %IALL BE MOUNTED IN JOIST SPACE, OR RUN THROUGH JOIST WEB WHEREVER POSSIBLE. DUCT BELOW JOISTS SHALL BE MOUNTED DIRECTLY BELOW JOIST FLANGE 2. SUPPLY DROP BOXES, FURNISHED PER SPECIFICATION SECTION 00205, SHALL BE INSTALLED AND BALANCED FOR MAXIMUM THROW BY MECHANICAL CONTRACTOR. KEYED NOTES: (1 DUCTWORK, PIPING AND CONTROL WIRING DOWN FROM JOIST SPACE AT THE FRONT OFFICES SHALL BE LOCATED IN ARCHITECTURALLY SPECIFIED 'DROP ZONES.' SEE ARCHITECTURAL INTERIOR ELEVATION, 4/A-7, AND MECHANICAL OFFICE PLANS, SHEET M-5, FOR INSTALLATION SPECIFICATIONS. VERIFY EXACT LOCATIONS WITH AN OWNER'S REPRESENTATIVE PRIOR TO THE ROUGHING -IN STAG. ROOFTOP UNIT WITH APPLY DROP BOX AND RETURN AIR ELBOW PER DETAIL 2/M--7. 3 O ROOFTOP UNIT WITH DUCTED SUPPLY AND RETURN AIR ELBOW PER DETAIL 4 / M-7. ® MOUNT VARIABLE AIR VOLUME BOX AT 10' A.F.F., PER DETAILS 14 & 15 ON M-7. �5 CONTRACTOR TO ADJUST 4-WAY AIR DIFFUSER TO DIRECT SUPPLY AIR FROM RTU-7 IN 3 DIRECTIONS. LEGEND: COMBINATION FIRE/SMOKE DAMPER, TO BE INCLUDED THROUGH ANY RATED WALL INSTALLATION PER DETAIL 9/M-7. VERIFY RATED WALL LOCATIONS WITH ARCHITECTURAL PLANS, PRIOR TO BID. RTU-6 S SENSOR, AND TAG FOR RELATED EQUIPMENT. MOUNT AT 5'-0" A.F.F. UNLESS OTHERWISE NOTED. UH-2 OT THERMOSTAT, AND TAG FOR RELATED EQUIPMENT. MOUNT AT 5'-0" A.F.F. UNLESS OTHERWISE NOTED. 1` � 92 r. . - - V0 Zi ... V } 1 q: yrn e t ✓,_�'MA v _ _2 5 Vs %gat ..! �al�D. O:'"ii'0 4 2 2 I , S. Fr. rALC-S IWALsz 2 a4 6TAON& MTALLs j -- — TarAL, 4 r I C4::)NC&-1-rr.- 30K KOF CCNCEf2T DATE, { 0 — 6 ` kS/4 Cam.-21 F13�PL11 12-1i- vkV -- i SrA 200,,, L 200 VARIABLE AIR VOLUME BOX MOUNTED AT 10' !A.�.F. 60-200 CFM co dllFdLi RTU-10 RISE 2 TONS 800 C.F.M. S _C14 RTU-10 600 \-SUPPLY AIR GRILLE EF-20� -.:--MOUNTED-.AT,-9'-A.F.F-- ----------- 1/4" = 10-011 (2) RETURN AIR GRILLES. INCLUDE 2412 DUCTING BETWEEN. PROVIDE GRAVITY DAMPER TO OPEN WHEN PRESSURE IN VESTIBUBU LE 'E EXCEEDS 0.05 STATIC PRESSURE.. 1,2 L-24x12 00 COORDINATE LOCATION OF UNITS WITH ELECTRICAL AND SECURITY SYSTEM CONTRACTORS. 4x (BEHI ND 1,200 -4 t— F-24x24 1,200 F& —10 14!'o SPIRAL DUCT x14 DUCT CONT1 0us IRA LDUCT ;-7, ' X (BEHIND) 75 g T FC-1 FS. (2) TYPE 'r RETURN AIR GRILLES. 3 TONS 1200 C.E.M.INCLUDE , 12x8 DUCTING BETWEEN. MOUNT 12" A.F.F., SEE DETAIL 2. laflFWA WEIR - TER -MA - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- 0 0 > A �5 sue+—ol ----------- - - - - - - - --- y — — — — — — — — — — — — — — — — 7-t � Z-DUCTS SUS?ENDED FROM DECK bQ mu C144 F -(5 p rol -B—AJ- 2 - F 0 z7 0 (2) RETURN AIR GRILLES.' BE SUSPEN)ED WITH AIRCRAFT INCLUDE 24x12 DUCTING XETWEEN. CABLE, PER SPECIFICATION SE.(' T]ON PROVIDE GRAVITY DAMPER TO 15050, 3.2,1 D. LINE UP CABi- WITH F-2412 ' OPEN WHEN PRESSURE INIVESTIBULE WINDOW MULLI ONS, AS SHOWNl FLEXIBLE CONNECTION - 1200 EXCEEDS 0.05 STATIC PR,-,SSURE. SUPPORT THREADED ROD FROM TOP OF DECK ABOVE VESTIBULE. 1,4!'g SPIRAL DUCT i 1414 7 F-2424 1,2 600 600 FC-1 3 TONS VIBRATION ISOLATORS-i,�; 1,200 C.F.M. ;'FC-1 C14 - - - - - - - - - - X, - - - - - -- - - - - it -)F-1 2x8 h! 1L 41- ikttp = it —oft 1/4" = 1s-03' 7 V A CC 0 M.N. ''A' �=AX 2'. 5 - 5 e, 59'L '2 Sa FT. C-ALCS SCALE: As Noted H.V.A. . PARTIAL PLANS AND ELEVATIONS i SEE SPECIFICATION, 1540-.0, 2.15, FOR FURTHER INFORMATION. VAPOR WRIER ('WHERE REQUIRED) AND INSULATION TO BE FITTED TIGHT 'TO SLEEVE. SEAL WITH CONTINUOUS BEAD C.I. TRAFFIC -GRADE TOP OF NON -HARDENING SILICONE CAULKING. WITH SCREWS ALL CLEANOUTS IN FINISHED FLOOR AREAS SHALL HAVE NICKLE--BRONZE ACCESS COVERS, RAISED HEAD FINISH GRADE ADJUSTABLE FRAMES, AND BRONZE PLUGS. CLEANOUT PLUG (CONCRETE) INSULATION SHALL PIPE OR DUCT - TERMINATE AT EACH BLOCK WALL - " VA� l.,r9� ..�.;_ .s. SIDE OF SLEEVE d- ..� ,., _ , d=• -- �r �� ' ..,a n L' _ FINISHED FLOOR - FULL HEIGI"IT PARTITION'S - " - SLEEVESLEEVE - -J TANCHOR FLANGE, - AS REQUIRED 'MEN _ � " F - � - ' �- . � -- � - EXTENSION PIPE, REQUIRED DUCTILE IRON, OR CAST IRON, EXTENSION C.I. ACCESS BOX 1 BODY WITH SERRATIONS PROVIDED FOR THRUST BLOCKING CUT --OFF ADJUSTMENTS. FLOOR - 1 E;(TENDED FLOOR SLEEVE" EXPOSED FLOW FILL ENTIRE VOID BETWEEN SERVICE AND AREAS, 2" WET ARC, DUCTILE IRON, OR CAST IRON, SOIL PIPE OPENING WITH: (A) CAULKING AND SEALANT IN NON -RATED SEPARATIONS AS SPECIFIED IN 07900 (B) FIRE STOP IN RATED SEPARATIONS AS SPECIFIED IN 07255. 1 1 Pipe Penetration Wall or Floor TYP. X1 MOD. 2 Not Used TYRD MOD. 3 Cleanout C.0.) TYP. x I MOD 4 Double Cleanout (D.C.O.) TYP. X I MOD SCALE: Not to Scale SCALE: N.A. SCALE: Not to Scale SCALE: Not to Scale . NOTE: RE -SEAL LINE SHALL BE EITHER OF TWO TYPES SHOWN. IN EITHER CASE, 18" RE -SEAL LINE MUST SLOPE TO TRAP. NOTES SHUTOFF (BALL) 1. SEE SPECIFICATION, SECTION 03300 2.11, VALVE, TYPICAL PRIMER VALVE AT COLD WATER LINE: PRIMER VALVE AT WATER CLOSET FLUSH VALVE FOR FURTHER INFORMATION. - COLD WRIER IN. TRAP SEAL PRIMER SHALL BE JOSAM MODEL 88250, TRAP SEAL PRIMER SHALL BE SLOAN MODEL 2. SEE ARCHITECTURAL DETAIL, 14/A-13, rn CHECK VALVE SEE PLAN, SHEET M-2. OR APPROVED EQUAL. PRIMER VALVE SHALL BE VBF-72-A, OR APPROVED EQUAL. PRIMER FOR APPLICABLE INFORMATION. r LOCATED ON COLD WATER LINE NEAR THE TRAP VALVE SHALL BE LOCATED ON WATER CLOSET INTEGRAL ROOFTOP UNIT CONDENSATE DRAIN. OR TRAPS THAT IT SERVES, AND SHALL BE IN AN FLUSH VALVE, ACCORDING TO MANUFACTURER'S HEAVY DUTY GRATE OPENINGS CONDENSATE DRAIN PIPE SIZE SHALL BE NO AREA WHERE IT IS ACCESSIBLE FOR MAINTENANCE. RECOMMENDED INSTALLATION. �-- EXPANSION TANK, THERM-X-TROL LESS THAN DRAIN CONNECTION ON UNIT. MODEL ST-5, 2 GALLON CAPACITY. OPEN TO ATMOSPHERE FLUSH VALVE HOT WATER OUT. 110'F ��'---- COLD WATER LINE TRAP PRIMER VALVE DISCHARGE TEMPERATURE. LI.) SEE PLAN, SHEET M-2. / UNION, TYPICAL 0--- /z LINE TO TRAP - - HEAVY-DUTY TRENCH FRAME, AND � ROOFTOP UNIT TRAP PRIMER VALVE COVER, BY PLUMBING CONTRACTOR 2» AIR GAP -----°In, - 10 TEMPERATURE AND 1 �l PRESSURE RELIEF VALVE z" TO TRAP ' <1� PROVIDE 1/4'Y/4" HEAVY-GUAGE WIRE _ SCREEN WELDED TO UNDERSIDE OF GRATE CONDENSATE LINE SHALL FLOOR DRAIN WH-1 RELIEF LINE SHALL RUN TO SPILL ON ROOF. TRENCH SHALL SLOPE 1.0% ALONG FLOOR DRAIN OR JANITOR'S SINK. COPPER PIPE FINISHED FLOOR 1/2" FROM TRAP PRIMER VALVE ENTIRE LENGTH TO OUTLET DRAIN VALVE -�-- . • . a . , a: .. - _ _ - �= OUTLET SIZE AND LOCATION "•� - -' - *' ' SHOWN ON SHEET M-2. NOiE: SEE SPECIFICATION, 15400 2.29, FOR FURTHER INFORMATION. 5 RTU Condensate Drain TYP. X MOD. 6 Re -Seal TYP. X MOD. Trench :gain (FD-3) TYP. X I MOD Water Heater Pi in 'I'YP. MOD SCALE: Not to Scale SCALE: Not to Scale SCALE: Not to Scale SCALE: Not to Scale PROVIDE INTERMEDIATE CHANNEL SUPPORT, AS REQUIRED WELD CHANNEL TO �--� JOIST MEMBERS 1 BUILDING JOIST MEMBERS WATER HEATER, WH-1, ABOVE 1/2 ALL --THREAD JANITOR'S SINK, F-4 ROD, TYPICAL OF (4) CHANNEL SUPPORTS MOUNTED AT 9' A.F.F. 11/4" DRAIN LINE DOWN TO JANITOR'S SINK, OR FLOOR DRAIN � 2" DEEP BIIUMASIIC-COATED DRIP PAN, AFFIXED TO CHANNEL SUPPORTS Water Heater Mounting retail TYP.1 x I MOD. 10 Not Used TYP.1 I MOD. 11 Not Used TYP. MOD 12 Not Used TYP. I MOD SCALE: Not to Scale SCALE: N.A. SCALE: N.A. SCALE: N.A. EXTERIOR FACE OF WALL ' :i b y 6" d' DOWN SPOUT, SEE ARCHITECTURAL DETAIL A-12/5. TRANSITION FROM 6%8„ DOWN SPOUT TO 8" 0 STORM SEWER PIPE 4 =a CLEANOUT l 9 1 GROUND LEVEL - a,� !IS -¢-------- 8V STORM SEWER PIPING. CONNECTION TO STORM MAIN BY OTHERS. SEE CIVIL PLANS. 1 Down out Connection 1 NOTD - ___L 15 Not Used - -- TYP. MOD 1 Not Used �- - - I YP. MOD. TYP. X MOD, SCALE: Not to Scale SCALE: N.A. SCALE: N.A. _ SCALE: N.A. e ' th e eo � -Y - H f � F K ............ WAi 2 5 f 4 L 2 �4 5F. 3,215 5F OOTALLs 1065 ISM' TMAW 3 2 45R 30K KOF C4�INC,Ef�T DATE; — 6 — 04 12 -11-04 02-11-0 STOFM N.: MID/PERMIT j SET i-2i-04 ; RZEV. DATE A f _ f + � t I .1r t i f f i s ' w. SCALE: As Noted PLUMBING DETAILS M-6 CONDENSATE CONNECTION, L' T TRAP, PER, ' � I DETAIL CONDENSATE TO CONDENSA II" � OUTSIDE - - AIR INTAKE INSULATE CURB CA`ATY �, SUPPLY AND RETURN WITH FIBERGLASS BATT AIR CONNECTIONS. SIZING TO 11ISIJl,47)ON. PER SC IeTLON -8_ 9110N FROM ROUND DUCT TYPICAL INTERIOR ROUND DUCT TYPICAL INTERIOR ANSITION FROM RECTANGULARTTONROUND 5HCIZTLY RECTATO NGULARTTO ROUND SHORTLY Cpj / ROOF PENETRATION AND 8. 1 1 1 1 AFTER INITIAL DROP THROUGH ROOF. I t 1 i AFTER INITIAL DROP THROUGH ROOF. FLASHING, PER 5 -7 � � �. Y � � � � � � � ROOF CURB, SEE Sr1� L M-8. � ®� � � v �e � � mr ti 2- � o - ,� ®� � m c, d � .� r- °� (SUPPLY AND RETURN.) � \ �; )d j "'""'""""� f`...."""-"""'.� ,r'• , __.....,, j....h'-"_"5 /"1'.�.'"', It`"'°'-,..y_'.,� 1 J 1a /"_`"""`"•'"'; f"""'"'""'"`S t'..."-•'_"_",� �`6 :'� i� � tt �,........._gi � `j �,............'�,,, �,....w"""!; �'""_"'"'.� 7 "".,."""""z �,"""........_S; """'"""_�, �"f"""'_'� r•;_"".."� i�"'""""."'"""� i �'""....""'.� r'"""""""`, �"""' (, ROOF DECK ± R 1 1�''", t, ROOF DECK } ; (t 1 ;i. r t,� 1 ' i�i i 1 '.. e` ° t 1 ', i ROOF DECK° t r. i '� / 1 -"-AI ROOF DECK 1 ' q, 9{ i s a o f f i w,J a 3 .J J 1 1 1 J ! i i g % �_ i i i i s y _._�._ wax .= ._:....•:�:.-:-.:Y-:..�•.:-.-.•-�_._--Y�.•••.•.:•.-:v.._-.-.�.-W-.•:�,:-.-�=-•---=--:.-<-:.�,.�.:.:��..,.�:�.:.--. -..-i-....�.::-,.,.-�,...,YK..>:•:wY..�.::..v..:-,:......:.�..�..-:�< .� - -- -------<-.:-,:_.......---�=--..�.:--._.....•-:�.:�:..----------_.,...�.......-- - {>----- _..__..,:.::�,.�,•�::x,....:�:....:ax.,-------.:--Y�..Y•::�-•.-J--.Y__ .:�_.._...•,,:.- .._...,:. ....-- ...-...�---_... .___._.x-------�:..�,�:,_. _...:�.r-.--:�:::_r..•-x.,---:-�.....:�.�-,:<-..-�-::.n-.--:�_ ..... .-,-:•�:,�- .. __ _ �+ �� y `�• ��i�� PR. 07`.\f,jte`�`` i/JOIST SPACE /' JOIST SPACE*��� JOIST SPACE JOIST SPACE tePLY AIR DUCT `� RETURN AN IR-` UC �"g�l'PLY AIR DUCT - - - - - - - - I ----------- POWER - - - - - - - - ° TURNING VANES SHALL BE TURNING VANES SHAL BE WIRING UP THROUGH -- - - SUPPORT DROP BOX FROM 45" INCLUDED IN BOTH SUPPLY INCLUDED IN SUPPLY AIR STREAM BASE OF UNIT, CONNECTS TO ! INCLUDE SMOKE DETECTORS AND/OR RELAY, BREAKER/DISCONNECT ON RTU AND ACCESS PANELS TO DETECTORS, REFER JOIST MEMBERS, AS NECESSARY, AND RETURN DUCTS. CASE. SEE ELECTRICAL PLANS TO ELECTRICAL PLANS, PER LOCAL CODES. USING 3/8' AL THREAD RETURN AIR ELBOW, PER RETURN AIR ELBOW, PER FOR FURTHER INFORMATION. DETECTORS SUPPLIED BY THE FIRE ALARM DETAIL 11/M-8. BOTTOM OF SUPPLY AND RETURN AIR DUCT SHALL BE SUPPLY DUCT MOUNTING HEIGHT, PER DETAIL 11/M-8. BOTTOM OF CONTRACTOR, INSTALLED BY THE H.V.A.C. ELBOW SHALL BE AT SAME KEPT IN JOIST SPACE WHEREVER POSSIBLE NOTE, DETAIL 3/M-7. ELBOW SHALL BE AT SAME THERMOSTAT WIRING, SEE CONTRACTOR. SPECIFICATION SECTION 15500, SUPPLY AIR DROP BOX, PER ELEVA1ION AS BOTTOM OF ELEVATION AS BOTTOM OF SECTION TWO, FOR FURTHER INFORMATION. DETAIL 11/M-8. TOP OF DROP JOISTS. (AS SHOWN). WHERE DUCT RUNS PERPENDICULAR JOISTS. SHEET M-4 FOR SENSOR BOX SHALL BE AT THE SAME TO RUN OF JOISTS, DUCT SHALL BE RUN LOCATIONS. ELEVATION AS BOTTOM OF THROUGH JOIST WEBBING, WHERE SIZE OF JOISTS. JOISTS AND SIZE OF DUCT PERMIT. IF DUCT MUST RUN BELOW JOISTS, TOP OF DUCT NOTE: NOTE: SHALL BE MOUNTED DIRECTLY BELOW SEE SPECIFICATIONS, SECTION 15550, SEE SPECIFICATIONS, SECTION 15580, BOTTOM OF JOISTS, AND DUCT SHALL RETURN N SEE SPECIFICATIONS, SECTION 15580, SEE SPECIFICATIONS, SECTION 15580, FOR FURTHER INFORMATION. FOR FURTHER INFORMATION. TO JOIST SPACE AS SOON AS POSSIBLE. FOR FURTHER INFORMATION. FOR FURTHER INFORMATION. RTU Installation TYP. x MOD. Supply Drop Box / Elbow Return RTU TYP. X MOD. 3 Ducted Supply / Ducted Return RTU TYP. x MOD. 4 Ducted Supply / Elbow Return RTU TYP. X MOD. SCALE: Not to Scale SCALE: Not to Scale SCALE: Not to Scale SCALE: Not to Scale COUNTER FLASHING, BY HN.A.C. CONTRACTOR DUCTWORK ' ROOFTOP UNITS SHIPPED WITH BURGLAR BAR ASSEMBLIES, WHICH ARE TO BE DROPPED CURB BY EQUIPMENT MANUFACTURER, INSULATION RETAINING STRIP INTO PLACE AND SECURED INTO POSITION OR H.V.A.C. CONTRACTOR. BY THE H.V.A.C. CONTRACTOR. SEE M-8 ' DETAIL 11/IA-8 FOR INSTALLATION. BIRD BIRD SCREEN INSULATION OF CURB AND DUCT .' ROOF MEMBRANE FLASHING, BY HN.A.C. CONTRACTOR. PER BY H.V.A.C. CONTRACTOR. 18 MINIMUM SPECIFICATION SECTION 15250. ' MOTORIZED, CURB AND FLASHING, `' SEAL AND FASTEN DUCT OPPOSED -BLADE ROOF INSULATION, BY ROOFER ®-� TO FRAME WITH SCREWS. DAMPER { PER DETAIL 5/M-7. BURGLAR BAR MOUNTING FOR ROOF DECK; NON-RTU OPENINGS, DETAIL 6/M-7. J ROOF DECK i '�o l O I SULATION BURGLAR BARS, PER EXTERIOR. JOIST SPACE \ DUCTWORK, CONTINUATION CROSS -JOIST SUPPORT,, DETAIL 6 M-7. �` �. PER PLANS. 4"x4"x5/t6" ANGLE IRONS, , - - AS NECESSARY. RINSUL,_ MAINTAIN EXTERNAL _� `- FROM ROOF OPENING BURGLAR BARS REQUIRED FOR OPENINGS OTHER THAN ROOFTOPS (E.G. EXHAUST 2" DEEP DRIP PAN, SOLDERED FANS), SHALL BE PROVIDED AND WATER -TIGHT. COAT BOTTOM WITH NMI INSTALLED BY THE H.V.A.C. CONTRACTOR. ONE LAYER OF BITUMASTIC. 1. THIS DETAIL APPLIES TO ANY MECHANICAL OPENINGS LARGER THAN TURNING VANES 8" IN ANY DIRECTION, OR 100 SQUARE INCHES OR LARGER. 2. ALL CURBS SHALL BE INSTALLED BY THE HN.A.C. CONTRACTOR. EQUIPMENT FURNISHED UNDER NATIONAL ACCOUNTS SHALL BE SHIPPED WELD BURGLAR BAR FRAME TO ANGLE WITH ROOF CURBS. ALL OTHER CURBS TO BE OBTAINED FROM IRONS FOR NON--RTU OPENINGS ONLY EQUIPMENT MANUFACTURERS, OR FURNISHED BY THE H.V.A.C. CONTRACTOR. AU ' /2 CASEHARDENED STEEL BARS, WELDED AT SEE SPECIFICATIONS SECTION 15500, 2.1, 3. H.V.A.C. CONTRACTOR SHALL LEVEL CURBS. FOR FURTHER INFORMATION. 6" O.C. EACH WAY. 4"x4"0/is" FRAME SHOP -WELDED. 5 Roof Opening / Curb Construction TYP � MOD 6 Burglar Bars TYP, � iv>ioD. 7 hoof Mounted Exhaust Fan TYP. x MOD. � NOT USED �l,Y�' MOD SCALE: Not to Scale SCALE: Not to Scale SCALE: Not to Scale SCALE: N/A HURRICANE STRAPS TO MEET LOCAL CODE REQUIREMENTS 2" WIDE 14 GA. GALV'D STEEL ---- HVAC UNIT, REF. MEP - ANGLE TO R.T.U. CURB & ROOF FIRE DAMPER NEOPRENE PADS RETAINING ANGLES SHALL BE STL ANGLE UNIT FRAME SECURED TO SLEEVE Q-NY WITH GALV'D. MTL. ,_ �,/ t/a" BOLTS, OR WELDED BEADS. CAP FLASHING I �ALl�, FOUR SIDES --WATERTIGHT FASTENERS RETAINING ANGLES (AL FOUR SIDES), �ppp K� NEOPRENE WASHERS SHALL 1 tA/z�'�'x16 �Ax16�GAING UGET UP DUCT 481�: TURN BASE FLASHING I FURNIS�W GC I SPACERS 0 ANCHOR BOLTS S-SLIP JOINT COLLAR, /D // c�t� TYPICAL ALL (4) SIDES M -2 x2 x16 GAUGE, GREATER PHAN 48 UP UNDER CAP I m I� k Y I BASE FLASHING g 2 LAYERS OF 5/8p TYPE 4 FIBER S ANT I rdp RO(3FD&L. I I ON RIGID GYPBD. CAP S ROOF SYSTEM, , FILL t��l i REF. SPECS. I I I FULLY SEAL PERIMETER t ice' i i ii I I W BACKER R D& SEALANT 1 II .'I i Ii I I I Ir .d 1 11 -ACCESS DOOR AT SIDE INFILL W/ Mlt OR BOTTOM OF DUCT. ROOF DECKSTL METAL ROOF DECK � ANGLE ME I MSTEEL ANGLE FRAME SLEEVE SHALL BE A MINIMUM CURBSUPPORT UST CLEAR DUCTS CURB SUPPORT OF 16 GAUGE, AND 14 GAUGE 3° X 3" X 1 /4" STL ANGLE BURGLAR BARS, 5/8.0 FOR DUCT OVER 36" FRAME. WELD TO ROOF REF. SPECS. FRAMING ANGLE. SEAL AROUND DUCT OPENING NOTES: 1. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDED NOTES: U.L_ ASSEMBLY. ALL ROOFING CHANGES & PENETRATIONS ARE TO BE DONE IN ACCORDANCE WITH APPROVED ROOFING MANUFACTURER'S ROOFING DETAILS FOR ROOFING DETAILS 2. DAMPER SHALL BE 120V, AND BE POWERED OPEN. DAMPER MOTOR FOR ROOFING SYSTEM INSTALLED TO BE CONNECTED TO FIRE ALARM SYSTEM. DAMPER SHALL CLOSE CURB FURNISHED BY G.C. CURB SHALL BEAR DIRECTLY ON STRUCTURAL STEEL, UPON ANY SMOKE OR FIRE ALARM IN BUILDING. NOT METAL DECK, MECHANICAL UNIT MUST SIT LEVEL. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF FIRE- COUNTERFLASH PRIOR TO SETTING UNIT. ALL ANCHORS THAT PENETRATE RATED WALLS, AND LOCAL CODE REQUIREMENTS FOR DAMPERS. THE METAL MUST HAVE NEOPRENE WASHERS AND BE SUBSEQUENTLY CAULKED W/ HIGH GRADE CAULK (BY HVAC CONTRACTOR). om �bination dire /Smoke Damper TYP. x MOD. 10 Hurricane Strap TYP. MOD. x 11 NOT USED TYP. MOD. 12 NOT USED TYP. MOD. SCALE: Not to Scale SCALE: Not to Scale SCALE: N/A SCALE. N/A SUPPLY DIFFUSER ELECTRIC HEATING COIL IF REQ'D. (AS SHOWN ON DWGS) SUPPLY DUCT SUPPORT THREADED ROD INSULATED ROUND FLEX -� �„ FAN POWERED VAV BOX FROM TOP OF JOISTS. DUCT. 5'-O" MAX LENGTH --- CONICAL OR BELL MOUTH FITTING WITH BALANCINGy �.� FLEX. CONNECTION o ROUND DUCT DAMPER OPERATOR ON BOTTOM OF DUCT A.D. ' ' '� 1"26GA. STRAP HANGERS AT l� �1 I MINIMUM 3 DIAMETERS OF STRAIGHT 10'-0"ON CENTER MAXIMUM , RIGID DUCT IMMEDIATELY AHEAD OF CONNECTION AT BOX -- SAME ( x 1 1 DIAMETER AS INLET SIZE l ' LINED SOUND ATTENUATOR VAV TAKE -OFF INLET FILTER 1747 —i r I BALANCING i I DAMPER cn�'� �� , �S ;I r EATING COIL I I REDUCER I I (BD) BELL -MOUTH DUCT y I 1 - BD TAKE -OFF AT MAIN �;�fi� MAIN BD ° } VAV AIR FLOW 1 r,4`� SUPPLY BD t ;z? FAN ` DUCT h I I CONTROL COVER I 1 U VAVL7 ' I I 1 1 NOTES: A.D. SUPPLY DUCT 1. PROVIDE ACCESS PANEL ON VAV BOX IF FLEXIBLE CONNECTION TYPICAL I 1 IT HAS A HEALING COIL. LOCATE ON BOTTOM RETURN AIR BOOT NTH 1 I 3'-0" MAX MAIN SUPPLY DUCT OF VAV BOX, UPSTREAM OF COIL FILTER 0 500 FPM MAX VIBRATION ISOLATORS 2 ONDIFSIDE R BOTTOM MAY U RIGID ROUND DUCT - ONE SIZE LARGER THAN I I VAV UNIT INLET 1 I YA�1 �o and Ductwork TYP. x MOD. , 'a � dowered VAV Box T��P. MOD. 1 Fan Powered VAV Elevation View TYP. x MOD. 16 �lo Used TYP. MOD. 1 - - - -- - _ - _ 14 SCALE: � �.�.. »� .� �.. S('ALE: M.A. SCALE: Not to Scale W SCALE: Not to Scale_LL�� ,t ALE: Not to Scale I x 2 � F +Z 3 X"! 1 3 ORPr nA 3 v 2 5 V( V� PARK C ; r- N .) , r 'f 2(�2 Ax 2 _� 5�� 5�� �2 IWALs 25 cJ04 SR IST MTAU.s - 1r-_ TOM-, _.a _4 _.. 30K KOF owr=-: - 6 - 04 ,�21 �IXI'iJ Im. 12-1-1-04 .-I3 PIN.,U. IRM. 2-11- D V10=110/ a 15 ZIL liz ID/FERMIT SET SCALE: As Noted MECHANICAL DETAILS i ROOF CURB 1 Burglar Bar :Installation (Standard Curbs SCALE: Not to Scale I b ILI BURGLAR BAR ASSEMBLY DUCT K10101116m NO URGLAR BARS SHALL BE INSERTED AFTER DUCTWORK IS INSTALLED AND BEFORE UNIT IS SET. TYP,[X--[-- MOD. I — ROOF CURB —� •r; FIRM • DUCT NO`fE: BURGLAR BARS SHALL BE INSERTED AFTER DUCTWORK IS INSTALLED AND BEFORE UNIT IS SET. ROOFTOP UNIT EXTERNAL DIMENSIONS ROOF OPENING A B C D YCC018F1 55 1 4" 36" 36" 25" YCCO24F1 a 55-1 4" 36" 36" 25" YHCO36A4 68_-3/16" 44-1/2"_ 40„ 37" YHC048A4 .._. �; µ 68-3 16 44-1 2" M 40;p YMW 37" M M� YHC060A4 16" 44-1 2" 40" 37" YHC072A4 88— 5/8" 53-1 /4" 46"46" YHC092A4 ; 88-5 8" 53-1 4" i 46" 46" YHC102A4 88-5/8 53-1/4 46 46 YHC120A4 88-5/8" 53-1,4" 46" YCD151 C4 102 1 4" _ _—� 67"_� wF 73 M1 2� a —q62-1 _ ___m_ YCD181C4 3 121 11 16" ! 84-13/16" 81" 76-1/2" YCD211C4 121 11/16" 84-13 16" 81" i 76-1 2/ ' YCD24OC4 121 11 16" 84-13 16" 81" 76-1 2" ROOF OPENING D Burglar .Bar Installation (Recessed Perimeter Mange) TYP. I X I MOD. � 6 Roof ��ening Dimensions TYP. X MOD. 5 SCALE: Not to Scale SCALE: Not to Scale INSTALL. BURGLAR LIAR ASSY'S BffO SETTING RTU (SEE DETAIL 6/M-7) RETURN DUCT "f0 BE LOCATED UP IN JOIST SPACE. ROTATE 90' DEPENDING ON ROOF CURB �. DIRECTION OF JOISTS. PROVIDE TRANSITIONS AS REQUIRED 19 X 1 /4- NEOPRENE GASKET AIR FLOW BETWEEN TRANSITION AND DROP BOX DIFFUSER (SUPPLIED BY MECHANICAL CONTRACTOR) 2 RETURN AIR ELBOWS FOR THE SALES AREA O SHALL HAVE 45' TAPPER. RETURN AIR DROP BOX ® 45' ELBOWS NOT VISIBLE FROM THE SALES AREA CAN BE 45° OR 90'. K L EQUAL TO TOP OF DIFFUSER DEPTH OF ELEVATION TO EQUAL 3 JOISTS BOTTOM OF RETURN DUCT SHALL BOTTOM OF JOISTS. Ti NOT HANG BELOW JOISTS ELEVATION 24'+D RETURN AIR DUCT (SUPPLIED BY HVAC CONTRACTOR) \H H 1. GALVANIZED STEEL CONSTRUCTION 2. 1/2° — 1.5 LB. DENSITY INSULATION LINER 3. 1"X1° WIRE MESH INTAKE GRILL 4. VERTICAL DROP SAME SIZE AS CURB OPG. SUPPLY AIR Dl1CT (SUPPLIED BY HVAC CONTRACTOR) NO 1. GALVANIZED STEEL CONSTRUCTION NOTE: ALL ITEMS INSTALLED BY HVAC CONTRACTOR 2. 1/2" — 1.5 LB. DENSITY INSULATION LINER 3. PROVIDE TRANSITIONS AS NECESSARY TO GC TO LABEL ALL DIFFUSERS WITH THE CORRESPONDING ROOFTOP UNIT IT SERVES. THE COMPLETE CONNECTION TO CURB. SEE TRANE NUMBER SHALL BE A MIN OF 6' HIGH AND BE PLACED ON THE SIDE OPPOSITE THE SHOP DRAWINGS FOR VERIFICATION OF STORE FRONT (FACING REAR OF STORE). DROP SIZES. ELC CONTROL WIRING BY OTHERS ® SUPPLY DROP BOX (SUPPLIED BY TRANE CO.) (MFG. BY AES INDUSTRIES) 1. INSULATED SUPPLY DROP BOX HAS SIIJGL.E DEFLECTION REGISTERS WITH PARALLEL BLADE DAMPERS 2. IMPORTANT — SET LOUVERS OF THE SUPPLY AIR GRILLES AT 45 DEGREES BEFORE INSTALLATION 3. GASKET JOINT BETWEEN SUPPLY TRANSITION AND SUPPLY DROP BOX WITH 1' X r NEOPRENE (GASKET SUPPLIED BY MECHANICAL CONTRACTOR). ® RTU R (SUPPLIED BY TRANS CO.) (MFG. AES INDUSTRIES) 1. 14 GA. GALVANIZED STEEL CONSTRUCTION 2. FULL HEIGHT WELDED CORNERS 3. FACTORY INSTALLED 2X4 PT WOOD NAILER 4 1" X 4" NEOPRENE GASKET 14fe" TYP. (HOLES FOR CONDUIT CUT AS RE 1° 1" 1" 1' 14 C z ::D G 10_ l el D F E QUIRED BY OTHERS) z>< 5. 14" HEIGHT STD (8° MIN / 16" MAX), NO SLOPE STD (GC TO CONFIRM ALL BUILDING CODES THAT APPLY TO CURB HEIGHT, AND VERIFY SEE NOTE 4.5 ALL SLOPES THAT MAY APPLY) ® SMOKE DETECTOR (SUPPLIED BY E.C.) SMOKE DETECTOR WHERE REQUIRED. A — COORDINATE WITH JOISTS WEBBING 2" MIN. FURNISHED BY ELEC. CONTR. INSTALLED BY HVAC CONTR. 4' MAX. HEIGHT VARIES WITH STATE &LOCAL CODES VERIFY DIMENSIONAL DATA AND TRANSITIONS WITH TRANE CO. SHOP DRAWINGS. SPECIFICATION DATA ROOF CURB DIMENSIONAL DATA DIFFUSER DIMENSIONAL DATA @ `L TRANS MODEL NO. AES ROOF CURB MODEL NO. BURGLAR BAR INSTALLATION RTU SIZE (TONS) AES DIFFUSER MODEL NO. THROW CFM A B C D E F G H J TCC/YCC 018, 024 TR01/ASRC1 DETAIL 1/M--8 11/2, 2 DNA DNA 600 50 " 31" 21" 18 2 11 ' 11 " DNA DNA DNA DNA THC/YHC 036, 048 --- TR04/ASRC1 DETAIL 1/M-8 3, 4 ADB-1-5 43' 1600 61 " 37 A" 18 14 " 6 r 16 " 25 " 22° 9" — -- THC/YHC 060 TR05/ASRC1 DETAIL 1/M-8 5 ADB-1--5 43' 2000 61 37 18 14 " 6 16 " 25 " 22" 9w _ THC/YHC 072 TR05/ASRC1 DETAIL 1AA-8 6 ADB-1-7 49' 2400 80 �" 46 " 34 �' 18 �'i 6 �" 18 J" 34 r 28m 9" — -- THC/YHC 092 TR05/ASRC1 DETAIL 1/M-8 7 ADB-1-7 53' 3000 80 " 46 34 " 18 " 6 " 18 1" 34 r 280 9" — -- THC/YHC 102 TRC6/ASRC1 DETAIL 1/M--8 g ADB-1-8 53' 3400 80 " 46 34 " 18 " 6 18 " 34 34" V — — THC/YHC 120 TR07/ASRC1 DETAIL 5/M-8 10 ADB-1-10 58' 4000 80 46 " 34 " 18 " 6 " 18 4" 34 " 30' 13a — — TCD/YCD 151 TR07/ASRC1 DETAIL 5/M-8 12 1 ADB-1-12 66' 50GO 98 63" 55 " 20 " 17 28 63" 300 13° - TCD/YCD 181 TR08/ASRC1 DETAIL 5/M-8 15 ADB-1-15 70' 6000 113 77" 69 22 23 28 77" 35° 13" — — TCD/YCD 211-241 TR08/ASRC1 DETAIL 5/M-8 17120 ADB-1-20 91' 8000 113 " 77" 69 r 22 " 23 " 28 " 77" 40' 15" - - TCD/YCD 300-301 TR08/ASRC1 DETAIL 5/M-8 25 ADB-1-25 90' 10000 1 113�7769 r" 1 22 23 28—" 77"— 40" 15n TYP. X MOD. Ot Used TYP. MOD. 10Ot Used TYP. MOD. 1 RTU Detail SCALE: N.A. SCALE: N.A. SCALE: Not to Scale TYP. MOD. 15 dot Used TYP. l�OD. 16 l'�ot Used TYP. MOD. " Not of Used TY MOD. 14 Not Used - SCALE: N.A. orr A r U. M n SCALE: N.A. SCALE: N.A. �p I A s6--• 1D/FER SIT 6T 0i-2i-04 3 v. DATE i t . .... .. i s SCALE: AS Noted MECHANICAL DETAIL' M-8 FINISHED GRADE 24" ----{ MINIMUM DIAMETER LIGPHTING STANDARID 5ASE IDETAIL E8-1 SCALE: N.T.S. O LIGHTING STANDARD POLE. �2 GROUND LUG INSIDE POLE. O3 HANDHOLE COVER PLATE. ® USE NON -SHRINK GROUT TO LEVEL BASE TOP. O HEAVY HEX GALV. ANCHOR BOLT NUTS SHALL CONFORM TO A5TM-A301. TRIPLE ANCHOR BOLT NUTS, TWO ABOVE AND ONE BELOW BASE. OANCHOR RODS SHALL BE FABRICATED FROM STEEL MEETING ASTM-A36 REQUIREMENTS WITH A GALV. ROD TOP OF 1'-0", MINIMUM 1" ROD DIAMETER, AND MINIMUM ROD LENGTH OF 36". COORDINATE BOLT ANCHOR SIZES AND BOLT PATTERN WITH POLE MANUFACTURER PRIOR TO ORDERING POLES, NO EXCEPTIONS. O MATCH EXISTING BASE, EDGE, AND FINISH ALL CONCRETE ABOVE GRADE. O PROVIDE CAP FOR FUTURE CONNECTION WHERE REQUIRED. �9 USE SCHEDULE 40 OR 80 PVC IN BASE W/BUSHED ENDS AND SIZES AS REQUIRED, OR IF REQUIRED USE RIGID STEEL CONDUIT, FOR PHYSICAL PROTECTION. lm VERTICAL BARS - GRADE 60 REBAR, 4 - % SIZE. 11 HORIZONTAL TIES - GRADE 60 REBAR, 4 - *3 SIZE, 12" O.C. 12 "SONO-TUBE" FORMED CONCRETE (3000 PSI, 30" DIAM.). MAINTAIN MINIMUM BASE REQUIREMENTS AS SHOWN. 13 2'-6" BASE HEIGHT ABOVE FINISHED GRADE. NOTE: BASE DETAIL THIS DETAIL REPRESENTS A MINIMUM REQUIREMENT FOR A LIGHT POLE BASE. VERIFY MANUFACTURER's REQUIREMENTS, LOCAL CODES AND SOIL CONDITIONS AND INCREASE BASE SIZE, BASE DEPTH, REINFORCING, ETC. AS RECOMMENDED FOR SITE CONDITIONS. COORDINATE THIS WORK WITH THE CIVIL AND STRUCTURAL ENGINEERS BEFORE PROVIDING. ► 11i I " 9 11 !I I I ! , I j 19, 11 !' � � I ! I 1 � � b 2,4 3 '1"-4#10 1#1 GND I I GENERAL NOTES " 4#10+1#10 GND !I ! I 1 -410+1 10 GND �I 1 2,4 ; '; I ; I 2,4 q O HC-1,3,6,8,13,15 1-1/4" 6#8+1 #8 GND. (COPPER) ; i� �I #10+11#10 GND IJ i I I. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL LIGHT POLE BASES, LIGHT POLES, LIGHT POLE LUMINARIES, LAMPS AND ALL WIRING AS SHOWN. FOR BEST BUY STOREFRONT LIGHTING, ADJUST AND AIM POLE FLOOD LIGHT LUMINARIES PER BEST BUY APPROVAL. 2. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 3. METAL HALIDE PARKING LOT LIGHTING TO PROVIDE I FOOT CANDLES AVERAGED OVER ENTIRE LOT WITH A MAX. TO MIN. UNIFORMITY RATIO OF 4 TO 1. THE ENTRANCE TO THE BUILDING TO HAVE AN AVERAGE OF 10 FOOT CANDLES, PARI<ING LOT ENTRANCE TO BE 7 FOOT CANDLES WITH APPROPRIATE GLARE SHIELDS. 4. IF APPLICABLE EXTERIOR LUMINARIES SHALL BE SHIELDED AWAY FROM ADJACENT RESIDENTIAL PROPERTIES, COORDINATE WITH LUMINAIRE SUPPLIER 5, IF POSSIBLE, MEETING ALL CODES, WEIGHT LOADING, WIND SHEAR REQUIREMENTS, ETC, REUSE EXISTING POLES, CONCRETE BASE. COORDINATE THIS WORK WITH CIVIL, STRUCTURAL ENGINEER AND FIXTURE SUPPLIER BEFORE BIDDING ON THIS WORK. OTHERWISE PROVIDE NEW AND INCLUDE IN YOUR BID. (o. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED AT ALL JUNCTIONS, RECEPTACLES, SPLICES AND TERMINATIONS. WHEN A NEUTRAL CONDUCTOR IS REQUIRED, THE NEUTRAL CONDUCTOR SHALL BE IDENTIFIED WITH CORRESPONDING PHASE CONDUCTOR WHICH FORMS THE BRANCH CIRCUIT 1. WHERE UNGROUNDED CONDUCTORS ARE INCREASED IN SIZE, EQUIPMENT GROUND CONDUCTORS, WHERE INSTALLED, SHALL BE INCREASED IN SIZE PROPORTIONATELY ACCORDING TO CIRCULAR MIL. AREA OF THE UNGROUNDED CONDUCTORS. HC-5,7,10,12,17,19 1-1/4" 6#8+1#8 GND. (COPPER) -1"-4#10+1#10 GND \ \ \ \ -., ELECT�ICAL .SITE FLAN STATE OR CITY CODE AMENDMENTS 1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND FEDERAL, STATE AND LOCAL CODES THAT APPLY ELECTRICAL/MECHANICAL DESIGN CRITERIA. 2. ANY STATE OR LOCAL CODE REQUIREMENTS AND AMENDMENTS NOT LISTED THAT ARE ENFORCED BY THE AUTHORITY HAVING JURISDICTION. 3. ANY STATE OR LOCAL ENERGY CODE REQUIREMENTS NOT LISTED THAT ARE ENFORCED BY THE AUTHORITY HAVING JURISDICTION. 4, LOCAL UTILITY AND TELEPHONE Co. REQUIREMENTS AND FEES. COORDINATE THIS WORK WITH THE UTILITY Co. AND INCLUDE THIS WORK AND FEES IN THE OWNERS BID. 1-1/4" 6#8+1#8 NORTH Kai' NOTES I� J N \ W mN / U _j -0 01 ZirNE�� OW NN �jv_�OP ■ c Z C N n ❑ W6 I 4 0 N LZ r'0NP OW NUNv U 30PQ ❑ 0 1 1 � 0 , ID �N \ <�¢o eft—F5o CIO � � T L0 0 F o O w C 6 oCD o cc)rn o X (U CU � . ffia �u uui, LL r z 0_ -, o Q o uj Lu F oIr 0 COMPACTOR OI THE ELECTRICAL CONTRACTOR SHALL WORK CLOSELY WITH THE UTILITY CO. TO ENSURE THAT THE PROPER SIZE NEW OR EXISTING TRANSFORMER AND WIRING FOR BEST BUY HAS BEEN PROVIDED BY THE UTILITY CO FOR A CONTINUOUS AND UNINTERRUPTED SUPPLY OF POWER TO THE BUILDING EIGHT WEEKS BEFORE STORE OPENING. AT THE SAME TIME THE ELECTRICAL CONTRACTOR SHALL ADJUST THE SETTINGS ON THE SERVICE MAIN GROUND FAULT BREAKER AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER AND COORDINATED WITH THE ENGINEER OF RECORD. THREE WEEKS PRIOR TO STORE OPENING, THE ELECTRICAL CONTRACTOR SHALL PHYSICALLY MEASURE THE CURRENT OF EACH PHASE UNDER FULL LOAD AT THE MAIN SERVICE DISCONNECT. ALL CIRCUIT BREAKERS, DISCONNECTS, ETC., AND CORRECT ANY OVERLOADS. THE ELECTRICAL CONTRACTOR SHALL TIGHTEN ALL CONNECTIONS IN SERVICE EQUIPMENT, PANEL BOARDS, TRANSFORMERS ETC. PRIOR TO ENERGIZING SERVICE. PROVIDE A SITE TEST FOR THE MAIN GROUND FAULT BREAKER AT THE SERVICE BY A RECOGNIZED TESTING COMPANY AND IMMEDIATELY REPORT ANY PROBLEMS TO BEST BUY CO. AND THE ENGINEER OF RECORD. THE ELECTRICAL CONTRACTOR SHALL TAKE GREAT CARE TO PROVIDE THIS WORK AND TESTING IN A TIMELY MANNER AND SHALL COORDINATE AND SCHEDULE AHEAD TO ENSURE COMPLETION TWO FULL WEEKS BEFORE STORE OPENING. NO TESTING SHALL BE PERFORMED AFTER STORE OPENING. NO EXCEPTIONS, INCLUDE ALL COSTS INCLUDING OVERTIME, TESTING, BREAKER STUDIES, ETC. IN YOUR BID TO COMPLETE THIS WORK 0 SITE ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT STUB FROM PYLON SIGN TO WITHIN 5'-0" OF BEST BUY BUILDING. EXTEND CONDUIT TO PANEL 'HC'. FIELD VERIFY LOCATION AND SIZE OF CONDUIT. PROVIDE CIRCUIT WIRING FOR SIGN USING 00 WIRE. VERIFY NUMBER OF CIRCUITS WITH SIGN CONTRACTOR SECURITY PARKING LOT LIGHTING TO REMAIN ON AFTER STORE HOURS AND SHALL BE CONTROLLED BY BEST BUYS ENERGY MANAGEMENT SYSTEM. 0 USE SCHEDULE 40 OR 80 PVC FOR UNDERGROUND CONDUIT, PARKING LOT LIGHTING AND SIGNS UNLESS NOT ALLOWED. IF REQUIRED OR FOR PHYSICAL PROTECTION USE RIGID STEEL CONDUIT. 5Q. FT. CALLS RETAIL: 2r5) 9a STACsING; 21j E� SF INSTALL: 10ro 5 SF TOTAL: 302(o4 5F CONCEPT: WOK <OF CONCEPT DATE: 05 - 0(0- 04 G.O.-21 FIXTURE REL. 12-17-0-- G.O.-13 FINAL REL. 02 -11- 05 STORE NUMBER: 6 0a • a l t ' 0 O-- - - - - - - - - - ----I - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - 1 W 1wN p HA-34 t , I z n P 0 2#10+1#10 GND I I I GEN SAL NOTES � z W N� N O° I ' ' 1 ALL DEVICES, JUNCTION BOXES SHALL BE RECESSED AND CONDUITS AND o Z m Y N IWIRES CONCEALED UNLESS OTHERWISE APPROVED BY THE BEST BUY. NO - I P FIXTURE TYPE "FB4" (NL) _ 39 41 i ° , EXCEPTIONS. ❑ o z " m N 01 08 -0 A.F.F. O (NL) I I I 2 ALL CONDUITS, RACEWAYS, ELECTRICAL DUCTS 4 BOXES AND EXPOSED LOW U 3 a P < HA- , , VOLTAGE WIRE SHALL BE RUN TRUE, PLUMB, SQUARE TO THE BUILDING 0 i 12'-0" 12'-111 ' I TIGHTLY WRAPPED OR FASTENED TO STRUCTURE. LOW VOLTAGE RUNS OR I I EXPOSED WIRE MUST BE HIDDEN FROM VIEW AND TIE WRAPPED TO THE CE „ „ , i STRUCTURE WITH WHITE WRAPS. TIE WRAPS MUST BE UNIFORMLY SPACED WITH ( - FIXTURE TYPE DL (TYPICAL) SEE ( I I ENOUCIRCH WRA $ TO ANEXPOSEDPREVENT WIRE FROM SAGGING. UNDER NO a ¢ < o o ( E2-POWER PLAN FOR RECEPTACLE I IRE BE RUN IN FREE AIR OR DIAGONALS. w gl X Q, WIRING t toco 3• ELECTRICAL BOXES ON OPPOSITE SIDES OF FIRE RATED WALL SHALL BE o 0 0 o o RECEIVING 'JHA, I I I ( SEPARATED BY A MINIMUM OF 24". � � � W Q o m IN 0 o CU c USE PLENUM RATED CABLE, CONDUIT, BOXES, ETC. IN AIR PLENUM WALLS AN m o � �•• o I I I I CEILINGS. ALL PENETRATIONS ARE TO BE COMPLETELY FIRE SEALED. W W o 3 LL IN �O_PCn o p ' 5. RUN ALL ELECTRICAL EQUIPMENT, CONDUIT AND WIRING ABOVE BOTTOM OF } > a HA-32 39 I I I I I JOIST AND AS TIGHT TO THE DECK AS POSSIBLE AND COORDINATE THIS o 2#10+1#10 GND , 3 HA-39,41 I i ' i ' WORK WITH OTHER TRADES BEFORE PROCEEDING. - a o a ` W •X HA-24 FIXTURE TYPE "X5" FIORE TYPE "X4" I 6 FOR ALL STORES THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL ! (TYPICAL) 2 9 10 12 0 o (TY ICAL) 2 9 I0 12 EQUIPMENT FOR COMPATIBLE VOLTAGES OF NEW OR RELOCATED LIGHTS, SIGNS, COMPACTORS, RTU'S, EXHAUST FANS, MOTORS, ETC. TO AVOID ANY I FIXTURE TYPE "FG" I , t DAMAGE TO EQUIPMENT WHEN ENERGIZED. TAKE CARE, FAILURE TO DO SO —_ _ _ _ _ _ _ _ _ _ - I d(TYPICAL) I WILL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO -- ------ e 1 q ! ' I ' OR PLACE ANY DAMAGED EQUIPMENT AT NO COST TO BEST BUY i. ' �._ _ -- _--- NUB \f 1 ALL BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED AT ALL JUNCTIONS -...----------- r - --- ---..----____-� ---_-__----_---_------�-_-- -�-! _-- _ 24 RECEPTACLES SPLICES AND TERMINATIONS. WHEN A NEUTRAL CONDUCTOR IS , �• S' LES X - REQUIRED, THE NEUTRAL CONDUCTOR SHAL II r�16'-6" t 5'-'-0; U 16'-0" 8'-4" 6'-5" ' -f-- � - L BE DENTIFIED WITH CORRESPONDING PHASE CONDUCTOR WHICH FORMS THE BRANCH CIRCUIT.FLEX COUPLING FOR RELOC �9 41 _` 41—a b MODULAR FLEX WIRING (TYP) AS 39 I 39 - - / 8. ALL HOMERUNS SHALL BE 3/4" MINIMUM CONDUIT SIZE UNLESS OTHERWISE -� REQUIRED !� I I --- - - - T - - - - _ . - : �_� - ; ' JANITOR f BHA-2 -f - 1 _ C ____—t-1.'—__' r-- _: I NOTED. NL -------------- -,I........ __-- r ' _- _-- _-- __ __.i.1_____.__-.__ ®; : ! ISC 9. ALL SUSPENDED BANNERS TOPPERS SIGNS ETC. TO BE INSTALLED BY THE _.- I I_ l 1 . - I -� ,b a - " OR ELECTRICAL CONTRACTOR TO MAKE FINAL POWER . i- f � t I NL I r- FIXTURE CONTRACT t :t 3 E MENS HA-4 , ( °/ C I o CONNECTIONS. I 15 r I I I (! I I if i-_ ® ENS - Ir ( I \ I ® _ _ _ , ° b \ _ I 10. REFER TO SHEET E-8, ELECTRICAL DETAILS FOR ADDITIONAL INFOWATION. it - 1- -I .x- ° b E __t i_ t--------• i...._J ---1. _ .. 5r- \ -- I _ - - ! !- I 11. ALL INTERIOR H.I.D. LIGHT FIXTURES SHALL BE MOUNTED 18'-6" AFR TO I 13\ -- — • — • — . _ �''� _ • --_ . BOTTOM OF LIGHT FIXTURES AT A UNIFORM HEIGHT. IF LOWER, COORDINATE 39 !_IFi Ti?UCK IFTTQxE - , WITH ARCHITECT AND ENGINEER BEFORE PROCEEDING. LIGHT FIXTURES �STO E )OC 39 �O( ° ° - — /b\ SHALL NOT BE MOUNTED LOWER THAN 16'-5" AFF. TO BOTTOM OF FIXTURE. 41 411 HA-6 ° J 1 -0 I AVOID SH OWS C 41 ! 1 I " " Ap AUSEp FROM ITEMS MOUNTED - -- - !TT ;_ 1 _ - 1'-7" 12 -4 TED UNDER OR NEAR LIGHT ..--•-_—_..--••---•-•-T---•-----------,10 •-----•- T-•---- , t , , cD - - -, - FIXTURES, COORDINATE WITH BEST BUY. ,- 1 ! l �...�_., ::_::::= :::::::::. :::. : __ 1 i --- ......----i._.......-- NL NL 13 - 12. ALL INTERIOR H.I.D.BALLASTS _ L _---_-,---_- ' - - - - - - - _: .. _ . - - - - - — - ---- - --- - _ - __: _ --- - TO BE ALIGNED FROM FRONT TO BACK ALL , (- ---- " - -- -- -- - I - - -_ - - - -� - - - - - — - - - - - — - - - - MODULAR F WIRING AND CONNECTIONS TO FACE THE BACK OF THE STORE. a —! A-25 7,29 ® \---. I ; I ® G ® NO EXCEPTIONS. o , : i ORRIDOR PTIONS ! ! j I I - I 13 BUILDING LIGHTING . FOR EXTERIOR p LOCATIONS, USE ARCHITECTURAL n ELEVATIONS. HERSCHMAN 27 29 ( _ 25 27 ( 29 25 I7 ' — — 29 I 25 j(�JV��[)C27 14, ALL LIGHT FIXTURES / RE SHALL BE INSTALLED BY THE ELECTRICAL ARCHITECTS ' CONTRACTOR INCORPORATED HA-24 , i 15. DO NOT SCALE FROM THIS PLAN. COORDINATE ALL DIMENSIONS WITH HA-241 PLANS. KEEP ROWS OF H.I.D. LIGHT FIXTURES GOING FROM COMMERCE P K 1 I I o I \ ( \I ! 3 FR�OPtTo BAc,K PARK ® I ' `D ' Em q \--•\-- _' _ I !I 16. HOWSTROBES EXIT LIGHTS EME CY C LE V E L A N D , 0 H I 0 ! __ I BEN LIGHTS, ELECTRICAL BOXES FOR 4 4 1 2 2 SIGNS ETC. SHALL NOT BE INSTALLED IN WALL GRAPHICS, BUT DIRECTLY PHONE 216-464-4144 216-4 - jk1A-19, GRAPHICS, ARCHITECTURAL SHEETS TES COORDINATE FIXTURE PLANS. NO EXCEPTIONS. E-MAIL: 6mai bo9�a herschmanarchitects.com 1--- • -- . I T — _ If 1�. ANY ADDITIONAL EMERGENCY BATTERY LIGHTING HEADS, EMERGENCY \- , _ 21 ' 23 ( I _ 19 21 23 -� ! - 2 BATTERY EXITS, OR ADJUSTMENTS THAT ARE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR THIS BUILDING WILL BE PROVIDED BY THE I , ELECTRICAL CONTRACTOR ®, \ \ \ ( I 18. GENERAL CONTRACTOR TO PROVIDE FIRE-RESISTANT ENCLOSURE FOR ALL RECESSED LIGHT FIXTURES IN FIRE RATED CORRIDORS. SEE ARCHITECTURAL SQ. FT. CALCS inn nr� inn Ell DETAILS. L J , o I d ' i r 19. LAY -IN S U ON SUSPENDED CEILINGS SHALL BE SUPPORTED �I �� __- -� Y FIXTURES USE SUS I !! C I I .--=-- ----� INDEPENDENTLY OF THE CEILING GRID, BUT SHALL NOT EXEMPT SECURING OF HA-13,15,17 ; I �� -- ----1 ' ----- -- _\ FIXTURES TO CEILING GRID PER NEC. arAGIN�: - -- - — - -- • I _ __ . • — '— -; ' — ' 20 USE MODULAR FLEX WIRING FOR LIGHT FIXTURE TYPES "X3" "EJ" 4 n--_ - - - - - - - - - - — -\ - 1 3 - - - - © - - 1 7 _ \\ - L 13 \ ' 15 - - 17 UNLESS NOT ALLOWED BY THE AUTHORITY HAYING JURISDICTION IF NOT INSTALL= u - - - `� - -- - — - - - - !� - \ r-- �r—� - - - - - - ALLOWED, PROVIDE CONDUIT ANp WIRE AND INCLUDE IN YOUR BID. - - - ! -r- ti—.�i- n — \ - _ _ � ' TOTAL: HA-24 �- --! r I -I- 21. WHERE UNGROUNDED CONDUCTORS ARE INCREASED IN SIZE, EQUIPMENT ' 30 _� �� HA-24 ' HA=\ ' ' \ ' !': \(\ j\ GROUND CONDUCTORS, WHERE INSTALLED, SHALL BE INCREASED IN SIZE - �- _ I I PROPORTIONATE TO CIRCULAR MIL. AREA OF THE UNGROUNDED } CONDUCTORS. CONCEPT: I Co I ' 22• PROVIDE BRUSHED STAINLESS STEEL WALL COVER PLATES 30< <OF 1-------I-I--T- - - --- _ \ CONCEPT DATE: I-- =1- -t-_ ----- --- --- r _ -24 HA 24 I HA-7,9,11 �f___ I ' I ----- ��- 0 0& - 04 I �x ' / \ Cs.O.-21 FIXTURE REL. 9 11 I 7 9 I 11 1 9 7 7_i17 ! ; 7 \ NOTE: ALL KEYNOTES MAY NOT BE USED ON PLAN <E`� NOTES 12-11-0. O PROVIDE ROOM OCCUPANCY SENSORS TO CONTROL ROOM LIGHTING AS 3 l iSHOWN ON THE DRAWINGS. SEE DETAIL 16/E-8 FOR ROOMS WITH DUAL G.O.-13 FINAL REL. 5' ! " 16 -7 i -i 8'=5 ; (9 �0 I ! 16 -0 U6 �0° 16'-0" 116'-Oq 16'-D" 7'-0" I g'-0" ; 16'-0" 5' 0" I! , I I I I ' I I f ! t SWITCHING. 02 - 11 - 05 -r- 1 -- I t ;! ; - --- -- - - o I I I ! O PROVIDE I/2" CONDUIT AND 2�10+1�10 GND. FOR EMERGENCY BATTERY LIGHTS ` ! AND EMERGENCY BATTERY EXITS, UNLESS OTHERWISE NOTED. STORE NUMBER: ` uqa -------- I I %`` , I SIZE JUNCTION BOX TO ACCOMMODATE HOLOPHANE MODULAR FLEX WIRING I SYSTEM, VERIFY 4 1" BOX SIZE WITH HOLOPHANE PRIOR TO ROUGH -IN. HA-1,3,5 ' �'� -' — — -- . ° _ (— �_\ — _ - . I— \ — • 11 ' — . 11 O CY BALLAST CONTROLLING TWO " " " PROVIDE UNSWITCNEp CIRCUITS TO EMERGEN 11 LAMPS FOR FGE, FFE AND THREE LAMPS FOR FPE FIXTURES, i 3 , 5 \ I 3 \ 5 �l ' 3 = - -� - ' TO BE USED AS ��1 I I t �3 NIGHT LIGHTS. PROVIDE UNSWITCHED CIRCUIT FOR EMERGENCY BATTERY TYPE I I 5 i I uXbil - 3 (TYPICAL t , o 8'-6" TO CENTER, VERIFY EXACT PLACEMENT LOCATION WITH BEST BUY OF ! FLUSH JUNCTION BOX BEFORE INSTALLING, AND CONCEAL OVERHEAD NDICATES RELOC OQIfiAR " CONDUIT DOWN THE WALL FOR LIGHTING. r �IX WIRING SYS M FOR 6 COORDINATE EXACT PLACEMENT LOCATION OF CONCEALED JUNCTION BOX O - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ \ _ I _ \ MERG_ LIGHT FIXTURE TYPE _ _ - - _ _ v - - - ( - - _ -__ _ — - - _ O WITH OVERHEAD CONDUIT FOR DISPLAY FIXTURE LIGHTING WITH BEST BUY ------I \ �� " X3 (TYPICAL) �21 22\ I- ! -\ - _ - BEFORE INSTALLING n 1 ------------- O j I O INSTALL FLUORESCENT LIGHT FIXTURES WITH GLARE SHIELDS (TYPES "FC-0G" I ' B-24 ' — _ �T� _ - �� _ _-� ' , 0 i I;, j; j AND "FC8G") ALONG THE SIDES ONLY OF THE TELEVISION DISPLAY FIXTURES DISPLAY LIGHTING AS SHOU�L • Il , !�• 11 �; � I FIXTURE TYPE 14" 25 27 t 29i 25 t 27 29 , 5 / ! I O HA AND H15LIGHT FIXTURES SHALL NOT BE USED AS NIGHT LIGHTS AND 0 (TYPICAL) ! HB-25,27,29 I FIXTURE TYPE "HB" 7 I \ SHALL BE TURNED ON/OFF EACH DAY BY THE EMS SYSTEM OR LIGHT SWITCHES AS SHOWN ON THE DRAWINGS. ' I (TYPICAL) O t , .� i I l FIXTURE TYPE HA SEE R ' `' j ;j I Og NOT CONNECTED TO ENERGY MANAGEMENT SYSTEM (EMS). I SALES AREA INDICATES HOLOFLIX MO ULAR � ,I ,,,.... --J _ 15 E-8 FOR MOUNTING OF " ® FLEE IRING SYSTEM FOR �ii ;I I TYPES "HA "HB" LIGHTING » % L J i i I{(1 nn ! Q TYPES HA AND FIXTURES-(TY ICALr 8U � I 10 EMERGENCY BATTERY LIGHTING SHALL PROVIDE A UNIFORMLY DISTRIBUTED MINIMUM AVERAGE I0 FOOT CANDLE ILLUMINATION AT FLOOR LEVEL FOR PATH OF EGRESS. 1 \ {- 1L o ----_, I I 11 LOCATION OF FUTURE H.I.D. LIGHT FIXTURE. PROVIDE CABLE CONNECTION FOR MODULAR WIRING OR JUNCTION BOX, CONDUIT AND WIRING MOUNTED AT DECK 11 I ! IF MODULAR WIRING IS NOT ALLOWED BY AUTHORITY HAYING JURISDICTION 1 .._ _ _---.---___19.._ .. _...... _ . 12 COORDINATE EXACT LIGHT FIXTURE LOCATION WITH MECHANICAL AND OTHER 23- - - I ...--------- i HB-19,2 ,23 ' , 23 19 2 11� O < / T-_TTRADES TO AVOID ANY WIRING AND MOUNTING CONFLICTS BEFORE ROUGH -IN. 1° ! \/ -- r— ;;---,_ —, , , ALL DISPLAY LIGHTING FIXTURES SHALL BE TYPES "FC4", - - + q q a " 13 MOUNT EMERGENCY BATTERY UNIT TYPE X2 OR EMERGENCY EXIT TYPE XI , FC4G , FC8 AND FC8G LENGTHS AND QUANTITIES AS •••••• •••••• REQUIRED FOR CONTINUOUS ROWS TYPICAL 6 BELOW FINISHED CEILING TO THE TOP OF UNIT. COORDINATE MOUNTING o I , (TYPICAL) HEIGHTS TO ADJACENT UNITS. - -- ....... - " " 1 n � 14 MOUNT EMERGENCY BATTERY UNIT TYPE X2 8 -0 APP. TO THE TOP OF UNIT, � UNLESS OTHERWISE NOTED. COORDINATE LOCATION AND MOUNTING HEIGHTS — \�t WITH ADJACENT DUCT WORK 15 MOUNT FLUORESCENT LIGHT FIXTURE TYPE FB8 UNDER SHELF ABOVE DESK 1)/ rE s I � i i 17- _' T3- -r -� 1'5 ' 17 13 15 HB-13 5,17 ; _ _ -- -� - — - - 47 _ __ 1 _ _ - _ -- _ _ _ ; �1 _ _ _ — I6 PROVIDE JUNCTION BOX AND SPARE CIRCUIT WIRING FOR FUTURE USE. &E T FIXTURE TYPE :P ' I ---------- I / (TYPICAL) 5; 10 12 R,, I -••------------------------ ------ ® SEE PLAN SHEET E-3, KEYNOTE S3 FOR LOCATION OF CONNECTION OF DISPLAY LIGHTS TO FIXTURE. MAXIMUM LENGTH OF 200' OF VALANCE LIGHTS - - ®' 02� �� VALANCE LIGH' CONNECTED TO A SINGLE CONNECTION. SEE DETAIL 3/E-11. - - �—��� I INTERSECTION �� 1 � _ � : \ � _ — _ , _ -\ -- � Z - , • ^ \ i CONNECTED. 21 THE LITHONIA RELOC MODULAR FLEX WIRING SYSTEM FOR EMER<ENCY REV. DATE I \ FIXTURE TYPE X3 OR FLUORESCENT LIGHT FIXTURE TYPE EJ (IF USED ON t ADMIN. OFFICE "� HB 24 ' HB-2 ~ t 117 9 PLAN) AND HOLOPHANE HOLOFLEX MODULAR FLEX WIRING SYSTEM FOR H.ID. 0 3 HB-7,9,11 ! \� HB-24 I \� " LIGHT FIXTURE TYPES "HA" 4 "HB" ARE NOT INTERCHANGEABLE. REFER TO I I I HB-24 �11 FlXTU E "X1 CABLING LAYOUT. :OS`I (TYPICAL) FIXTURE TYPE "FF" -' '1 \ i i I ! _ - RE OC � I ' i I I g I 22 THE LITHONIA L MODULAR FLEX WIRING SYSTEM EMERGENCY (TYPICAL) 9 , 11 ly I --I\ 7 I \--j _ rt FIXTURE TYPE X3 AND FLUORESCENT FIXTURE TYPE EJ (IF USED ON PLAN) cV j; V 9 11 ' 7 ! ! I ®Iy I ARE NOT INTERCHANGEABLE. REFER TO MANUFACTURER DRAWINGS FOR ' N FIXTURE TYPE "FFE" -, I \ ( I - - -----�---- -- -- ---- CABLING LAYOUT. EMERG. NL TYPICAL -� -- 1 4-�" �>` - 1'T7°-- -Lj - --�fi>-7. --F ' 18'-4" t ,-r --- / ( )Q 1 I� _..1 .� ! i I ' \' • • \ �� - NOTE: ELECTRICAL CONTRACTOR, 1 - -�-1 FIXTURE T�PE "FT'" Ea_. CONTINUE HID LIGHT I 9t 1 7 I 0 ' FIXTURE TYPE °X2" o(TYPICAL)OVE��@_ L P , I---- ----- I VOLTAGE DROP CHART TO BE USED FOR CONDUCTORS SIZES NOT SHOWN ON (TYPICAL) 2 9 I0 12 ELECTRIC,41..L1__j VESTIBUL OFFICE ' - --^�- ------ - T- i ; DRAWINGS. INCREASE WIRE SIZE BY NUMBER OF STANDARD COPPER SIZES TO HB-24 ( I \\� — ®� i I COMPENSATE FOR VOLT DROP AND INCREASE CONDUIT AND GROUND WIRE SIZES ©- ! HB-32 ACCORDINGLY AS PER NEC. CONTACT ENGINEER OF RECORD FOR ASSISTANCE IF ' I HB-1,3512#10+1#10 GND CIRCUIT LENGTH FROM THE SOURCE TO LOAD EXCEEDS MAXIMUMS SHOWN COMM. ROOM FIXTURE TYPE "F88" CHAIN HUNG 8'-6° O r, I —'� , — — ' A F.F. TO BOTTOM OF LIGHT I b b T b- \ — ' — '---. -._-__ CCT VOLTS/PH CCT LENGTH FT. UPSIZE SCALE: FIXTUREA — - - I _ 12 �= 7 - I HB-2 -� --I 120/1 15-100 I �pn = 1t 0n ( 1 I 5 ; 1 3 120/1 100-200 2 COMM. ROOM HB-4 ©-� ° ..._.__� _ it - x_ . ( 120/1 OVER 200 3 ® HB O I-'T'-'-r 5 b_ \ I I o 205/3 OR 211/1 150-200 1 n --- --_-- I - _-- 08/3 OR 211A 200-250 2 ELECTRICAL 1 — - - - - - - - - - ---------—_-1--------- --- ------ --- - ----- 208/3 OR 211/1 OVER 250 3 - I E O -- LIGHTING I I ! 4s0 - L ° ' I � E t ----------------------- TYPE 480/3 450-550 2 PLAN � ELECTRICAL R90M FIXTURE ( ( NO CONDUIT SHALL BE RUN IN FIORE TYPE "X6" I FIXTURE TYPE "FGE" CHAIN HUNG 8'-6" A.F.F. FIXTURE TYPE "FPE O O FRO{ff OF WINDOWS. NO C EMERG. (TYPICAL) 4 EMERG./NL (TYPICAL) O 2610341 FIXTURE TYPE HB-34 TO BOTTOM OF LIGHT FIXTURE 12 EMER/NL (TYPICAL) O EXCEPTIONS. # #10 GND (TYPICAL) 2#10+1#10 GND . 0 ------ - _ _ _ I SS I I o F v E -S 4 42 LA-6 LA-10 FLUSH DOOR BELL BUTTON 048"— "- B T B ® HD-43,45,47 R 1" 3#6+1#6 GND. UP TO DECK _v' 120V TO BELL IN y_-SEE 2/F 5 - CUSTOMER SERVICE AREA , I/ TELEPHONE SERVICE 3/4" 2#10+1#10 GND i O TELEPHONEi_t " A•F.Pr ®96" _ BACKBOARD X UH-4 32A-12 SEE DETAIL 13/E-7 FOR ( WP ELECTRICAL MODULAR WALL X I ROOM LAYOUT I HD I REC®ING I I. HA 0 X I @96" y LE A 1 3' 2 . W X UH-3 . I LC/LD W FH . .. LA/LB LA-1 WP X - - - - - - - - - - _ _ \ _ _ 096" I LA-3 54r I LA-11,13 DROF- I :I --_j I'� - f V�-,-,, (�) ------ ------ ------ __ I C ®OR ! [[_I BUZZER`OW DECK ABOVE -_.- I I b _._. _ I 41 � 2416 b 6 __ , rr — — — — ---� _ ____ _ _ _— __ i ; 1 ( __---------� ' T 1` - I LA-37 11 ® I I - LA=35 i €.. E-7 I LA-39 1 R" 1I I I LD-17,19,21,23 of °° I 1, 1 I I' I } 1 „C-6 8+1 8 GND `r I ' 1 , - ! ! ! I 1 ' ?i 1 i I i ! ` _ - - --- - — 3 I I' I - �-r LB 18,20,2224 , L� 9,11,13,15 ' : " - I II LC-25,27,29,31 ' j ! LC-2,4,6,8 �LCi 18,20,22,24--1;�5; - _ ` I I 1 t C-6#8+1#8 GND r k"C-6 8+1#8 G-Q_ 1"C-6#8+1#8 GND 1"C-6#8+1#8 GND 1 C-6 8+1 8 GND � - LB-10,12,114,16 1 I (-- I { - i ! # 1"C-6#8+1#8 GND " LD-25,27,29,31 — J 1 "C-6#8+(1#$ !GND�� I ( i I_I ... _ i I I I 1 IC-6#8+1 #8 GND ® o 1 i i I I = �; _ I ! I !-1 - i - 1 - -- - _ ® _ ,� _I -ry) I :I ► _ 20" Q" 1D'-0" 1 I 9'-11" 8'-0" ' " 1 1 "— 1 tl 1 tl 1 tl 1 �� l ___- -L; —f 8 -0 I 6- 1 6 I ��- I 1 " I I I I I $ —0 8 —o s —0 8 —o C 8 —o (� ' II , hC-11b,517 I LC-1 19,1,23 I 1'-11" 12,14,16 + LC-26 28 30 32 ,/ 1 " ® i—� I 1 "C 6#8 1 #8, GND 1 "C-6#8 1 8' GND I LC-10, I} I LD 9 1 ABOVE FLOOR. SEE THE COMPACTOR SUPPLIER TO AVOID ANY DAMAGE TO EQUIPMENT WHEN I® MOUNT ON UNISTRUT il. ALL FLUSH FLOOR BOXES SHALL HAVE A BRASS COVER PLATE AND BRASS ENERGIZED DETAIL 8/E-8 TRIM RING. SEE SPECIFICATIONS. O IF APPLICABLE THE ELECTRICAL CONTRACTOR TO VERIFY ALL POWER 12. ALL OUTLET HEIGHTS WILL BE TO CENTER OF OUTLET UNLESS OTHERWISE REQUIREMENTS FOR THE IRRIGATION CONTROL PANEL FURNISHED BY THE 1 13,15 1 -11 LB-2,4,6,8 L- --►, I I LC-33,35,37 9 ' ;"C-6#8+1 #8 GND 1 "C-6#8' -t# -6ND I 1"C- #8t1_#8-_GND , _ 1 "C-6#8+1 #8 GND ; 1 I I I 1 "C-6#8+1 #' GND I I 1 I! 11 I I (-1( 1 °� 1 _ I I II I 1 LA-19 1 I I I I ` �F J 1 I I i; i r1lu O4 - - - - - - - - - LA-4 ® �X i \------ - 1 I - -- - - - - - L-333537 , --- - --- -- -----' ---- I - ( --- -- I _FF 3 I =__. = 1 "C-6#8+1 #8 GND 01 - - - - - - - - - - --,� _ � - - - E-8 142 1 co I J® I LB-25,27,29,31 I 0 ------ ------ ------ __ T------ ------ ------ __ IDENTIFY PANEL AND CIRCUIT NUMBERS ON INSIDE OF ALL JUNCTION BOX COVERS IN A -t LB- 17,19,21,23 I 0 1 "C-6#8+1 #8 GND 1 -00- � I / LB-9,11,13,15 0 1 "C-6#8+1 #8 GND zo I \ _ __ i - - - — I - - - - "I _ _ _ iI +----------- - - -- -I GENERAL NOT ,5 <E1 NCTP,S ( nNTIM IPM, 5 I }I I I I It' -,)I i i I I > WP 33 ° I I 0 �i ( 0 T O COMPACTOR I I I I I i I (�! I S I ' ` i I} } i I I I } I I b I- ALL DEVICES, JUNCTION BOXES SHALL BE RECESSED AND CONDUITS AND WIRES CONCEALED UNLESS OTHERWISE APPROVED BY THE BEST 23 EMT OR RIGID OVERHEAD CONDUIT DROP FROM CEILING WITH SUPPORT AS BUY. NO EXCEPTIONS. REQUIRED BY CODE, NO EXCEPTIONS. COORDINATE EXACT DROP WITH BEST BUY FIXTURE SUPPLIER 2. ALL CONDUITS, RACEWAYS, ELECTRICAL DUCTS 4 BOXES AND EXPOSED LOW 24 PROVIDE 3/4" PVC, UNLESS OTHERWISE NOTED, STUBBED UP 3" ABOVE FLOG VOLTAGE WIRE SHALL BE RUN TRUE, PLUMB, SQUARE TO THE BUILDING TIGHTLY WRAPPED OR FASTENED TO STRUCTURE. LOW VOLTAGE RUNS OR FOR L.P. DESK RECEPTACLE. PROVIDE JUNCTION BOX, RECEPTACLE AND INDUSTRIAL COVER PLATE, COORDINATE MOUNTING OF RECEPTACLE WITH EXPOSED WIRE MUST BE HIDDEN FROM VIEW AND TIE WRAPPED TO THE STRUCTURE WITH WHITE WRAPS. TIE WRAPS MUST BE UNIFORMLY SPACED WITH FIXTURE INSTALLER ENOUGH WRAPS TO PREVENT WIRE FROM SAGGING. UNDER NO CIRCUMSTANCES CAN EXPOSE EXPOSED WIRE BE RUN IN FREE AIR OR DIAGONALS. 25 DUPLEX RECEPTACLE IN FLUSH FLOOR Box. VERIFY FLOOR FINISH AND PROVIDE APPROPRIATE BRASS COVER AND TRIM RING. MAXIMUM (2) 3. ELECTRICAL BOXES ON OPPOSITE 61DE5 OF FIRE RATED WALL SHALL BE SEPARATED BY A MINIMUM OF 24". RECEPTACLES PER CIRCUIT. 26 FLUSH FLOOR JUNCTION BOX WITH BRASS COVER AND 1" THREADED KNOCK -OUT IN COVER PLATE. INSTALL I" CHASE NIPPLE BETWEEN BRASS FLOOR COVER PLATE AND SURFACE MOUNTED STEEL BOX SIZED PER N.E.C. 4 USE PLENUM RATED CABLE, CONDUIT, BOXES, ETC_ IN AIR PLENUM WALLS AND CEILINGS. ALL PENETRATIONS ARE TO BE COMPLETELY FIRE SEALED. (MINIMUM 4"x4"x2") WITH DUPLEX RECEPTACLE (GRAY). TAKE CARE DURING ROUGH -IN t0 AVOID MOUNTING BOX UNDER CROSS MEMBERS OF DISPLAY FIXTURES. VERIFY FLOOR FINISH AND PROVIDE APPROPRIATE BRASS COVEF D. RUN ALL ELECTRICAL EQUIPMENT, CONDUIT AND WIRING ABOVE BOTTOM OF JOIST AND AS TIGHT TO THE DECK AS POSSIBLE AND COORDINATE THIS WORK WITH OTHER TRADES BEFORE PROCEEDING, AND TRIM RING. MAXIMUM (2) RECEPTACLES PER CIRCUIT, Y1 SURFACE MOUNTED STEEL JUNCTION BOX WITH DUPLEX RECEPTACLE MOUNTED UNDER FIXTURE DECK POWERED THRU FLEXIBLE CONDUIT AS 6 FOR ALL STORES THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL INDICATED ON PLAN UNLESS NOT ALLOWED BY AUTHORITY HAYING E-$ I ` EQUIPMENT FOR COMPATIBLE VOLTAGES OF NEW OR RELOCATED ' I LIGHTS JURISDICTION. MAXIMUM (2) RECEPTACLES PER CIRCUIT. i , SIGNS, COMPACTORS, RTU'6, EXHAUST FANS, MOTORS, ETC. TO AYOIp ANYI ° P DAMAGE TO EQUIPMENT WHEN ENERGIZED. TAKE CARE, FAILURE TO O 3m JUNCTION BOX WITH SERVICE SWITCH FOR ELECTRIC D I D SO O DOOR OPERATORS ON 15 ' I WILL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO AMP DEDICATED CIRCUITS. PROVIDE SEPARATE GROUND PER CIRCUIT. I E_g REPAIR OR REPLACE ANY DAMAGED EQUIPMENT AT NO COST TO BEST BUY. WIRE '�L CONTROLS PROVIDED WITH DOORS. WIRE ALL DOOR OPERATORS --------------- --------------------- - - _----_-- COMPLETE. I 11L i r i I I I I jF ! 4Z -, 3- - �' _3. 1.1__'_. _ .l_ _--;----•--..___z___.___ ' • i \ FF I -�--------- -- -- ! i I 1• ALL BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED AT ALL JUNCTIONS" UNCTIONS 31 JUNCTION BOX WITH SERVICE SWITCH FOR ROLL DOWN SHUTTERS. VERIFY -------I--------•-s-----•---_-_--- - - ......_ . ! i LA-27 6 - U U RECEPTACLES, SPLICES AND TERMINATIONS. WHEN A NEUTRAL CONDUCTOR MOUNTING LOCATION WITH POOR SUPPLIER BATTERY OPERATED REMOTE I } I F,� I U U , - ®2064 1 @48" IS REQUIRED, THE NEUTRAL CONDUCTOR SHALL BE IDENTIFIED WITH THE DOOR CONTROLS N WITH R DOOR SUPPLIER CORRESPONDING PHASE CONDUCTOR WHICH FORMS THE BRANCH CIRCUIT. ' I i ! I- 1I PORTABLE AIR COMPRESSOR 3Y PROVIDE WEATHER PROOF JUNCTION BOX AND TOGGLE SWITCH ON I E I it �1 LA-33 A 20 AMP I �� RCPT. SEE 1/E-6 FOR WIRING 8. ALL HOMERUNS SHALL BE 3/4" MINIMUM CONDUIT SIZE UNLESS OTHERWISE DEDICATED CIRCUIT TO DISCONNECT LEVELER MOTOR WIRE CONTROLS { b '_ _ ®24 O ­-A,r INFORMATION. NOTED. PROVIDED WITH UNIT. SEE DETAIL II/E-8, _ --- - - -r..- { - , I (� (') ( I O W PROTECTED FROM ___­_1 _r--!_.—t .. .t . r-- v g- ISOLATED GROUND CIRCUIT MUST HAVE A SEPARATE GROUNDING WIRE AS 33 COORDINATE TRASH COMPACTOR 1 RCPT O FACTOR DISCONNECT LOCATIONS WITH BEST BUY - - t - i -- - I -1 ( r I ! A DEDICATED GROUND (NOT NEUTRAL). ALL GROUND WIRES SHALL BE CO. BEFORE PROCEEDING WITH THIS WORK PROVIDE A 60A- := __ 1_ O S ES D- }{Ug `�^- UH-1 CONNECTED TO A COMMON ISOLATED GROUND BUS AT THE PANELBOARD. INDOOR FUSIBLE DISCONNECT AND A 60A-3P 3P NEMA-1 LA-25, A I ._? -►1 N Z i ® \ ® - UH-2 C I- Flu[ NEMA 3R OUTDOOR NON --- - - T- - .l 7 J � @24b -- 10 SEE E-4, LOW VOLTAGE, FOR ADDITIONAL- UNDERFLOOR CONDUIT RECOMMENDATIONS. DISCONNECT LOCATED WITHIN SITE OF UNIT. FUSE PER MANtEACTURER' I -----r rt------�:-_:-----= - ----- --•- ; r� .� � U (f-�1 6 } REQUIREMENTS FOR BEST BUY a"IMENDATIOi�S. VERIFY VOLTAGE AND ALL WIRING REQUIREMENTS WITH LIFT TRUCK STORAGE , I i I I LA -5 Its '•: _._ - -- - 7�- u �o �- - 11 �� E1�1i Em - -== I .�- -- - � r-= T' _ E LjlLUl " 1;D 3-335,-37;39 @_ 1 C ,6#8+1#8 GND 0 _ - - - --ir �r r I !- r- - - r- 1' f _ - 1 � IP - - - J !!--11--'T�I-D-2,4.6,E _ 1 CT6#8+1#8 GND cI I co J ` 10,12,14,16 it 8+1 #8 GND ®-' I -_ i I co I J IUD-18,20,22,24 I I 1"CI I o { 1 �I 00 I �i J LD-26,28,30,32 1 "C-16#8+1 #8 GND = °0 I I \___,// I _o LB-1,3,5,7 I 0 1"C-6#8+1#8 GND I - ! co �I I�- I I -- _ r. \ I` J � __ I f _ �. TLJ ', 1,r5, - - - - I " 1 _ = ,� _�i I \ `mot <„ / I 1 C�6#8+1#8 GND v �O = 1 = 1"C-6#8+1#18 GND 2 '• 29'-1" _ - - - CID{ F- LK-10121 / 1-93,15 �T F I r " 1 ' 4,1 LK-?,4,618 0 1"C-�-;'ggi-11- ' ; GND �! �! { 1 C-6#8+1 GND I = ! I - — 1j---V s ! -- I ! I T C-6#i +l' 8 GND O I I -- I SALE®RSA ' I °° = LH-9,11,13,15 I 1"C-6#8+1#8 GND I LJ I1!7;t9. 1,23 v . II I 11 1 "C-6�8+1 #8! GILD r 1, 0� - I` I') I I I O ��� I , 1 , �LH-1�7,19,21)2� �1. I --------------.... -------- - 1"C=6#8+-1#8-GND N I I I O° } I �\ I " LJ , 25,27,29,31 J ® , I 1 C 6#8+1#8 GND -�4 I O � \ \\ , I I �� I i LH-25,271291'31 I \ \ 4ft 1 "C-6#8+1 #8 GND LK 133 35 39 I ------__T'------- ---+-•------ ----- �7 ,2� 31 LJ 133;35;3�39 Ir - I -- - - - - - '�O ` 1 "C-6 8+1#8 GND C �6#8+;1 8 GND 1 "C-6#8+1 #8 GND I J / ) I O J ® J @ I I _ II LM-1 3 5 7 II 1 1'-2" " r ....------•. f--------------11 U-2,, 1 1 1 = 10'=0" T31-on ' , '-11 I 1, ' 1 -9 1"C-6,8+1#8.- 3/4"C-6#10+1# o GN '; - f'1 C o 120V BE ' I J �I - i ® _ 6 00I L� J I II I _� I LJ-�0,2,tq,ts — _ 1------_ -- _ _ _ _ (e\,\\ -� u —TO RELAY( BY _ ®J �� " jj i _<^ / LF1 0 - - - - - - - _ I 1 ! '- 22 RE�ENING RM. 1 "' . - -l- - - - - -q - - T------I- I DOOR � I III ,LM�17,�,21,23�---�---- -- '---------{�----- -�--� -----' - 0 - -------- - i T0) RELAY BY ' 1-- '' 3/4 C-6#10+1#1 GND ` �'--� � %f IJ - ---i- --; -- i ! J L �. OFF(E . ' ONLY RUN SON UfTS ON COLUMNS IF I I i \�i o PERMANENT MANNER. ALSO, TAG AND ' — I �� — �_ SHOW�ON THE DRAWINGS. KEEP TO r; _I - - - ,_ , LF-24 IDENTIFY PANEL AND CIRCUIT NUMBERS ON 12ov BUZZER LM-9,1t,13,r5 „ / „ , A NIMUM. NO EXCEPTIONS. /-________i____.._____ I 1..� ALL TYPE "H" CABLES, NO EXCEPTIONS, 3/4 C-6#10+1#10 GND 1 LG-1`� 21 ^� __ G_-_--__� _��_— 3/�'C-4#10+2#10 GND i I ---' ---- _�, I , I Ij TE TO THE PLAN REVIEWER AN I I1 1 I I ' THE ELECTRICAL CONTRACTOR: SEE I R= `J I LM-25,27,29,3 ® i I p;� FIRE ALARM SYSTEM KEY NOTE 43 --- ---� REGARDING KEY NOTE 50 JUNCTION BOXES: 1 I 3/4"C-6#10+1#10 GN i 'I 1 -- J 1 r_.-____.{ /4DMIN. OFFICE I -_ - I L- THE ELECTRICAL CONTRACTOR MAY PROVIDE A VOLUNTARY ALTERNATE FOR DIFFERENT I -- r-) D1, <` /- LG-1 3 a -�� I \ I 1 I 3/4 C-4#10+2#10 �ND �: --1----- — -----. I I NUMBERS OF JUNCTION BOXES AND DIFFERENT COMBINATIONS OF HOMERUNS. PROPOSAL -- - ?'-9 �, N I..1 SHALL INCLUDE NUMBER OF JUNCTION BOXES, JUNCTION BOX SIZES, WIRE SIZES, __ I �J CONDUIT SIZES AND PRICE REDUCTION. WIRE SIZES SHALL BE INCREASED FOR DERATING I LM-33,35,37,39 �� I _ti z-- AND VOLTAGE DROP IF THEY ARE COMBINED. BOX SIZES AND CONDUIT SIZES SHALL BE I ---,.\ �c—s#1oI r110-GND— 7 ' I I _ ( INCREASED AS REQUIRED PER NEC. HOWEVER, DO NOT CHANGE DESIGN INTENT OR ) p - - �' � J I I DESTINED PANELS OR CIRCUITS AS INDICATED ON THE DRAWINGS, PROVIDE DRAWINGS TO I �/� LJ/LK LM L.P. THE ENGINEER OF RECORD TO REVIEW AND APPROVE BEFORE ORDERING MATERIALS I 55 �E �__ L— i COMM. ROOM ELECTRICAL. J VESTIBULE 120V TO BUZZER IN i t--.F ® r I ® CUSTOMER SERVICE �I I I I ® ' LG-5,7 i �I I j" 2#10+1#10 CND. LI= 27 I ILG HB LF 17 �_.L r--, I Ili 3/4"C-4#10+ 1Q GND �1111:� 31 --- - 31-- ` . (D ------ - -- 1_ I . I I 1 -- - - -- --- - -- -----^-- _ - --------- - -_ -- - ----- - - - _ f, _ - --- -- _� _---- - . L_____—__—_—_—__—_ �- — — — — — — — — — — — — — —� — — � -------------------------------------------------------------—------- ' _------- '--------- --- WP 31 TICKET SIGN , __ ---------- __ SEE DETAIL 13/E-7 FOR ----- 5 O O O O _ O FLUSH DOORIBELL ELECTRICAL MODULAR WALL ROOM LAYOUT E_3 NO CONDUIT TO BE RUN IN BUTTON @48" FRONT OF WINDOWS. NO HB-40,42 EXCEPTIONS. 3#10+1#10 CND. -1--LJ-,1.81 0;22,24 '��� 1 C-618+1#8 GND J \ I LK-1,3,5,7 cI 1 "C7- GND --Ji - 15 , 13 11 -9,,0 1"C-68+1#8 GND 00 I I- 'LK i 1719121,23 I o 1 "C-6 8+1 #8 GND 0a I ' 10'-0" ® - L NOTED. SPRINKLER Co. PROVIDE ALL NECESSARY JUNCTION BOXES, RECEPTACLE, WH .1 13. UNDERGROUND ELECTRICAL FLOOR BOX -PROVIDE CYLINDRICAL PLASTIC WIRING, ETC. AS REQUIRED FOR A COMPLETE WORKING INSTALLATION. n COORDINATE WORK BEFORE PROCEEDING. UNDER SLAB FLOOR BOX FOR DATA OR POWER TRANSMISSION, '�� „ 35 PROVIDE ALL WIRING TO SPRINKLER ALARM SYSTEM, INCLUDING MANUFACTURED BY CARLON AND CAST UNDER -SLAB FLOOR BOX FOR 1 4" O SWITCHES, WATER FLOW SWITCHES, INSIDE/OUTSIDE HO TAMPER - -. DUCT USED FOR DATA AND POWER, MANUFACTURED BY "HUBBEL." PROVIDE AND CONNECTIONS TO FIRE ALARM SYSTEM. WIRE COMPLETE. VERIFY ! 42 BRASS COVER PLATE AND BRASS TRIM RING. REQUIREMENTS WITH THE SPRINKLER CONTRACTOR BEFORE PROCEEDING ON - - _ - THIS 3 14. DO NOT SCALE FROM THIS PLAN WORK, AND INCLUDE THIS WORK IN YOUR BID TO BEST BUY. E-8 15. SPECIAL NOTE FOR THE DELAYED EGRESS. THE DELAYED EGRESS 36 ELECTRICAL CONTRACTOR, ANDAMPER D CONNECTED IDINTO THE FIIRE ON (ALARMS STEM. E �_2 SYSTEM IS A U.L.-LISTED EMERGENCY EGRESS SYSTEM DESIGNED TO SEE MECHANICAL DRAWINGS. COMPLY WITH SECTION 5-12.6 OF THE NF,P,A, 101 LIFE SAFETY CODE, THE TICKET SIGN-J-BOX WITH (2) 2OA-211V CIRCUITS TO TICKET SIGN. VERIFY Ht. 4 DELAYED EGRESS SYSTEM PERFORMS LIKE A MULTI -COMPONENT SYSTEM 3i WITH ALL THE LOCKING AND ALARM FUNCTIONS OF A RIM EXIT DEVICE LOCATION. FINAL CONNECTION BY ELECTRICAL CONTRACTOR. VERIFY WHICH INCLUDES A 15-6ECOND ALARMED EXIT DELAY AND A CLOSED VOLTAGE, DISCONNECT LOCATIONS AND ALL WIRING REQUIREMENTS WITH THE LOOP INPUT FOR FIRE ALARM BYPASS. OPERATION IS FAIL-SAFE. THERE SIGN CONTRACTOR TO AVOID ANY DAMAGE TO EQUIPMENT WHEN ENERGIZED. ARE THREE DISTINCT AUDIBLE PATTERNS TO LET BUILDING SECURITY 9B VERIFY MOUNTING HEIGHT OF WATER HEATER WITH MECHANICAL CONTRACTOR, PERSONNEL KNOW THE STATUS OF THE DOOR, THE FIRST PATTERN SOUNDS BEFORE MOUNTING GFI RECEPTACLE ABOVE WATER HEATER IN A READILY DURING A 15-SECOND DELAY PERIOD. A DIFFERENT AUDIBLE PATTERN ACCESSIBLE LOCATION. THEN SOUNDS DURING THE RELEASE PERIOD AND LASTS FOR 4 MINUTES. 39 PROVIDE % CONTINUOUS COPPER GROUND WIRE AND DUCT FROM THE THE DOOR MAY BE OPENED ANYTIME DURING THE RELEASE PERIOD BY BUILDING SERVICE GROUND BUS TO THE 071MUNICATION ROOM. VERIFY ALL CONTINUED PRESSURE ON THE IT AGAIN. IF THE DOOR IS NOT OPENED, THE REQUIREMENTS WITH THE AUTHORITY HAYING JURISDICTION BEFORE INSTALLI ALARM WILL RESET AFTER THE 4 MINUTES HAS EXPIRED. OPENING THE EQUIPMENT GROUND. SEE GROUNDING DETAILS ON PLAN SHEET E-9. DOOR BY PRESSING THE BAR DURING THE RELEASE PERIOD SOUNDS THE THIRD AUDIBLE ALARM PATTERN AND THE FULL ALARM. ONCE THE O PROVIDE FLUSH MOUNTED LOW -VOLTAGE BUTTON ON LANDING, AT 48" APR DELAYED EGRESS SYSTEM GOES INTO FULL ALARM, IT CAN BE RESET UNLESS OTHERWISE NOTED, NEXT 70 RECEIVING SERVICE DOOR TO RING TWO ONLY BY MEANS OF A KEY. THE DELAYED EGRESS SYSTEM CIRCUITRY BELLS. PROVIDE TWO 120V BELLS, ONE LOCATED AT DECK BY RECEIVING INCLUDES A NUISANCE TIMING FEATURE THAT PREVENTS FALSE ALARMS, SERVICE DOOR AND THE OTHER LOCATED AT DECK ABOVE CUSTOMER ! THE ACTUATING BAR MUST BE PRESSED FOR AT LEAST ONE SECOND SERVICE DESK PROVIDE LOW -VOLTAGE TRANSFORMER, RELAY AND 120 1 BEFORE THE DELAYED EXIT SEQUENCE BEGINS WHEN AN EXIT OCCURS. VOLT WIRING TO BELLS. THE DELAYED EGRESS SYSTEM MUST BE RESET BY A KEY WHICH RETURNS 41 PROVIDE FLUSH MOUNTED LOW -VOLTAGE BUTTON AT FRONT ENTRANCE, AT 48" THE UNIT TO ALARMED MODE, READY TO OPERATE. THE FIRE ALARM ARG. UNLESS OTHERWISE NOTED, TO RING BUZZER PROVIDE ONE 120V BUZZER LOOP MUST BE CLOSED FOR THE UNIT TO OPERATE IN THE DELAYED LOCATED AT DECK ABOVE CUSTOMER SERVICE DESK PROVIDE EGRESS MODE, ALSO, WHEN THE UNIT IS DISARMED BY KEY, THE OPTIONAL LOW -VOLTAGE TRANSFORMER, RELAY AND 120V WIRING TO BUZZER - -�-- - _ BYPASS RELAY CLOSES, PROVIDING A REMOTE ALARM CAPABILITY. THE 42 PROVIDE 120 VOLT TO DOOR CONTROLLER PROVIDE FIRE ALARM WIRE DELAYED EGRESS IS DEACTIVATED IN THE EVENT A FIRE ALARM OR ! SPRINKLER HEAD IS ,ACTIVATED. ALLOWING FULL UNOBSTRUCTED RIM EXIT FROM FIRE ALARM PANEL FOR INTERCONNECTION TO OVERRIDE LOCKING DEVICE EGRESS. MECHANISM ON EXIT DOOR PANIC BAR SEE PLAN SHEET E-8 FOR DETAILS. ! 16, SEE PLAN SHEET E-6, ELECTRICAL SCHEDULES, FOR EQUIPMENT WI I 43 THE ELECTRICAL CONTRACTOR SHALL INCLUDE A PRICE IN THE ELECTRICAL L� R NG. D FOR A BEST BUY APPROVED BUILDING FIRE ALARM SYSTEM, INCLUDING 11. STAINLESS STEEL WRAP ON ALL COLUMNS. COORDINATE ALL CONDUIT AND PLANS AND ALL ASSOCIATED DOCUMENTS AS REQUIRED. THESE PLANS BOX INSTALLATIONS WITH GENERAL CONTRACTOR BEFORE ROUGH -IN, SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES BY A QUALIFIED AND LICENSED DESIGN -BUILD FIRE ALARM CONNTRACTOR FOR A COMPLETE AND I8. ALL RECEPTACLES SHALL BE 20 AMP, UNLESS OTHERWISE NOTED. APPROVED FIRE ALARM SYSTEM. THE PLANS SHALL BE SIGNED AND SEALS "' BY THEIR LOCAL DESIGN ENGINEER AND SUBMITTED FOR PLAN REVIEW PRI 19, ALL COLUMN RECEPTACLES SHALL BE MOUNTED ON SIDE OF COLUMN AS TO RECEIVING SPECIFIC PERMITS FOR THIS WORK SEE SPECIFICATIONS SHOWN ON PLAN. NO EXCEPTIONS. DIVISION 16 "ELECTRICAL WORK," SECTION 16100, THE FIRE ALARM CONTRACTOR SHALL ALSO SUBMIT ALL SHOP DRAWINGS, BATTERY 20. DOORS TO ELECTRICAL ROOMS SHALL BE SIGNED AS SUCH "ELECTRICAL CALCULATIONS, SPECIFICATION SHEETS, ETC, AS REQUIRED BY THE AUTHOR( ROOM" ELECTRICAL CONTRACTOR TO PROVIDE ENGRAVED BLACK NAME HAYING JURISDICTION TO THEIR LOCAL DESIGN ENGINEER FOR REVIEW AND PLATE WITH WHITE LETTERS, NO EXCEPTIONS. APPROVAL, FOR DESIGN SYSTEM INFORMATION AND PRICING THE 21. IF PVC UNDERGROUND CONDUIT IS NOT ALLOWED BY AUTHORITY HAYING ELECTRICAL CONTRACTOR SHALL CONTACT BEST BUY's APPROVED FIRE JURISDICTION PROVIDE RIGID GALVANIZED STEEL CONDUIT AND GROUND AS '`-ARM SYSTEM REPRESENTATIVE FOR EITHER CHECKPOINT, VECTOR, REQUIRED. NOTIFIER OR SILENT KNIGHT. 22. WHERE UNGROUNDED CONDUCTORS ARE INCREASED IN SIZE, EQUIPMENT CHECKPOINT SECURITY CONTACT: NOTIFIER-SILENT KNIGHT CONTACT: GROUND CONDUCTORS, WHERE INSTALLED, SHALL BE INCREASED IN SIZE BARBARA BENNETT CRAIG HENRIE PROPORTIONATELY ACCORDING TO CIRCULAR MIL. AREA OF THE NATIONAL ACCOUNTS MANAGER NATIONAL ACCOUNTS MANAGER UNGROUNDED CONDUCTORS. (`B2)1346-4316 OFFICE RETAIL 4 CONSUMER SERVICES 1115) 416-2388 FAX HONEYWELL FIRE SYSTEMS GROUP 23. PROVIDE BRUSHED STAINLESS STEEL WALL COVER PLATES (203) 484-1125 EXT. 5101 24. ALL CONDUITS SHALL BE A MINIMUM OF 3 BELOW THE SLAB WITH GROUND (WI) 230-4806 (CELL) COVER (WI) 280-2125 (FAX) VECTOR SECURITY CONTACT: FREyI � n T � NATIONAL BOHR NA7ICNNAL ACCOUNTS MANAGER Fj G-41 �I 1 g ! 11 I I' 12'-2"i II 11••••••••••� - _-_- - Oj NOTE: ALL KEYNOTES MAY NOT BE USED ON PLAN (S2) 469-I(o36 OFFICE (S2) 469-5011 FAX I DUPLEX RECEPTACLE (GRAY). MOUNTED 20" AEE. TO CENTER UNLESS OTHERWISE NOTED. O DUPLEX RECEPTACLE (GRAY) ON DEDICATED 20 AMP CIRCUIT. MOUNTED 20" AFF- TO CENTER UNLESS OTHERWISE NOTED. O PLUG STRIPS WITH CORD AND CAP PLUG STRIPS ARE FURNISHED AND INSTALLED BY BEST BUY AND ARE U.L. LISTED (E6642U FOR USE AS RELOCATABLE POWER TAPS FOR MODEL NO. L10401 (20 OUTLETS 5.15o SPACING) AND L10402 (8 OUTLETS 1B SPACING). FOR MORE INFORMATION CONTACT: UNDERWRITER LABORATORY INC. 1-800-595-9841 (RALEIGH NC) -2 ( , LONG ISLAND, NY) -3 (SANTA CLAIRE, CA) -4 (NORTH BROOK IL) -5 (CAMAS 3O DOUBLE DUPLEX RECEPTACLE (GRAY). MOUNTED 44" AFF. TO CENTER UNLESS OTHERWISE NOTED. ' O O DOUBLE DUPLEX RECEPTACLE (GRAY) ON DEDICATED 20 AMP CIRCUIT. MOUNTED 20" AFF. 70 CENTER UNLESS OTHERWISE NOTED. DOUBLE DUPLEX RECEPTACLE (GRAY) ON (2) DEDICATED 20 AMP CIRCUITS. MOUNTED 8'-6" AFF, TO CENTER UNLESS OTHERWISE NOTED. WA). O DUPLEX GFi RECEPTACLE (GRAY), MOUNTED 48" AFR TO CENTER UNLESS OTHERWISE NOTED. 45 SEVEN LETTER SIGN -ELECTRICAL CONTRACTOR TO PROVIDE SEVEN J-BOXES ON TWO 2OA-211V CIRCUITS TO SIGN (ONE SURFACE MOUNTED OUTSIDE ............. O DOUBLE DUPLEX GFI RECEPTACLE (GRAY). MOUNTED 20" APR. TO CENTER CONCEALED WP J-BOX 4 TOGGLE SWITCH WITH CONCEALED WIRING BETWEEN FOR EACH LETTER) VERIFY HEIGHT 4 J-BOX LOCATIONS WITH SIGN UNLESS OTHERWISE NOTED. CONTRACTOR FINAL CONNECTIONS BY ELECTRICAL CONTRACTOR VERIFY 0 DUPLEX ISOLATED RECEPTACLE (ORANGE TRIANGLE) ON 20 AMP ISOLATED VOLTAGE, DISCONNECT LOCATIONS AND ALL WIRING REQUIREMENTS WITH THE GROUND CIRCUIT. MOUNTED 20" AFF. TO CENTER UNLESS OTHERWISE NOTED. SIGN CONTRACTOR TO AVOID ANY DAMAGE TO EQUIPMENT WHEN ENERGIZED. O DOUBLE DUPLEX ISOLATED RECEPTACLE (ORANGE TRIANGLE) ON DEDICATED 20 AMP ISOLATED GROUND CIRCUIT. O 4%"x4%"x2ya" METAL GROUNDED JUNCTION BOX WITH COVER AS REQUIRED I ........ I.... MOUNTED 20" AFF. TO CENTER UNLESS OTHERWISE NOTED. PER CODE LOCATED AT CEILING DECK CONNECT (U TYPE 'H' AMP 8-WIRE 'LINE ENTRY CABLE' TO JUNCTION BOX Im DOUBLE DUPLEX ISOLATED RECEPTACLE (ORANGE TRIANGLE) ON (2) DEDICATED 20 AMP ISOLATED GROUND CIRCUITS. MOUNTED 20" AFF. TO CENTER UNLESS OTHERWISE NOTED. 51 AMP 8-WIRE, 4-PORT 'POWER DISTRIBUTION MODULE'. MOUNT TO DECK OR SECURE TO BAR JOIST. I1 DOUBLE DUPLEX ISOLATED RECEPTACLE (ORANGE TRIANGLE) ON 20 AMP ISOLATED GROUND CIRCUIT. 52 AMP 8-WIRE 'POWER JUNCTION BOX' WITH AMP MOUNTING BRACKET, MOUNTED MOUNTED 20" AFF. TO CENTER UNLESS OTHERWISE NOTED. IN DISPLAY FIXTURE. WITH (2) 20AMP DUPLEX RECEPTACLE INSERTS AS INDICATED ON PLAN. SEE SHEET E-3 GENERAL NOTE 3 FOR MOUNTING 12 NOT USED. INFORMATION. SEE DETAIL 15/E-11. - - 13 NOT USED. 53 CONNECT VALANCE LIGHTING WITH TYPE 'H' AMP 'LINE ENTRY CABLE'. WIRE WP 8AND DOUBLE DUPLEX RECEPTACLE (GRAY) ON l2) DEDICATED 20 AMP CIRCUITS. MOUNT VALANCE LIGHTING TO CIRCUIT 04 OF LINE ENTRY CABLE INCLUDING GROUND TAPE REMAINING WIRES. IDENTIFY IN PANELBOARD SCHEDULE CIRCUIT ""'°""" HB-36,38 3#10+t#10 GND UNDER TOP DECK OF FIXTURE (APPROXIMATELY 8'-o" AFR). SEE PLAN SHEET E-9 FOR DETAIL. USED FOR THIS CONNECTION. SEE DETAIL 3/E-11. TICKET SIGN I5 DOUBLE DUPLEX RECEPTACLE (GRAY) ON DEDICATED 20 AMP CIRCUIT. 54 NOT USED MOUNTED IN FIXTURE AS DIRECTED BY BEST BUY FIXTURE SUPPLIER. O 4%llx4%"x22'a" METAL GROUNDED JUNCTION BOX WITH COVER AS REQUIRED I I ib DOUBLE DUPLEX RECEPTACLE (GRAY), MOUNTED DIRECTED IN FIXTURE AS BY BEST BUY FIXTURE SUPPLIER MAXIMUM 4 PER CIRCUIT. PER CODE LOCATED AT CEILING DECK CONNECT (1) TYPE 'H' AMP 8-WIRE LINE ENTRY CABLE' TO JUNCTION BOX CONNECT (2) ISOLATED CIRCUITS WITH I I1 MOUNT JUNCTION BOX AT DECK FOR MONITOR TRUSS, AFTER MONITOR TRUSS IS INSTALLED DROP CONDUIT AND WIRING DOWN TO DEDICATED GROUNDS TO TYPE 'H' CABLE CIRCUITS M AND $4 OF LINE ENTRY CABLES AND TAPE REMAINING WIRES. SEE DETAIL 1/E-11. IDENTIFY ALL L I A JUNCTION BOX MOUNTED TO MONITOR TRUSS WITH DUPLEX RECEPTACLE (GRAY) BOXES AND COMPONENTS ASSOCIATED WITH THESE CIRCUITS AS 'ISOLATEp'. --------- I APPROXIMATELY II'-0" AFF., SUPPORT AS REQUIRED BY CODE. COORDINATE 56 3-WIRE POWER STRIP WITH AMP MOUNTING BRACKET, MOUNTED IN I I EXACT DROP LOCATION WITH BEST BUY'e FIXTURE SUPPLIER DISPLAY FIXTURE. WITH (4) 2oAMP DUPLEX RECEPTACLE INSERTS AS L IS I NEMA L5-15R TWIST LOCK RECEPTACLE, FLUSH MOUNTED AT 48" A.F.F.AND TWIST LOCK CORD CAP FOR PRODUCT LIFT. UNLESS OTHERWISE NOTED. VERIFY RECEPTACLE INDICATED ON PLAN. SEE SHEET E-3 GENERAL. NOTE 3 FOR MOUNTING INFORMATION. SEE DETAIL 15/E-11. L I AND CAP CONFIGURATION BEFORE INSTALLING. WHEN APPLICABLE, 9 4�"x4�"x2Ya" JUNCTION BOX SURFACE MOUNTED ON ---------- 1 MOUNT IN FIXTURE RACKING AT 48" AFF. AND COORDINATE LOCATION WITH FIXTURE INSTALLER DECK CONNECT (1) ONE TYPE 'H' AMP 8 WIRE 'LINE ENTRY CABLE'. WIRE ONLY CIRCUIT 04 AND TAPE 1g NOT REMAINING WIRES., PROVIDE (1) TYPE 'D' AMP POWER/POWER CABLE TO CONNECTION AT MONITOR L USED. TRUSS. SECURE ANY SLACK IN CABLE AT DECK ' 1 2f0 FLUSH WALL BOX WITH MUD RING MOUNTED AT 18" AFF. TO BE USED AS SEE DETAIL 4/E-11. I I I yi JUNCTION BOX EXTEND WIRING AS NEEDED. SEE GENERAL NOTE �. FLUSH FLOOR BOX 70 BE USEp AS 5S FIXTURE EXTENSION FROM JOIST SPACE DOWN TO DISPLAY FIXTURE WITH LINE/POWER L JUNCTION BOX. EXTEND WIRING AS NEEDED. SEE GENERAL NOTE fl3. AMPINNEi�Y CABLE AND PULL LINE FOR LOW VOLTAGE CABLING. SEE DETAIL 12/E-11. — BEST BUY SPECIFIED FIXTURE EXTENSION J 21 DOUBLE RUN OF �1 DUCT. ONE FOR LINE VOLTAGE AND ONE FOR SHALL BE FURNISHED AND INSTALLED BY OTHERS. LOW VOLTAGE. SEE E PLAN SHEET E-4, LOW VOLTAGE. A. 2" CONDUIT ADAPTERS AND JUNCTION 6 SURFACE MOUNTED P CONDUIT WITH AMP CABLE RUN FROM JOIST SPACE DOWN WALL SC --- BOXES AT START OF RUN TO JUNCTION BOX MOUNTED ON WALL ABOVE FIXTURE. SEE DETAIL 9/E-11. 1 / B. JUNCTION BOX I a W DEGREE TURN �' C. 2" In INSERTS, 12" O.C. DUCT TO BE INSTALLED ® FIXTURE SUPPLIED WITH 'WIRE MANAGEMENT BOARD', SEE DETAIL I/E-11. WITH 1/4" CONCRETE OVER INSERTS, CONTRACTOR TO MARK LOCATION OF ONE INSERT IN RUN FROM MOUNT AMP POWER JUNCTION BOX TYPE '52' TO BRACKETS PREINSTALLED ON BOARD. P( JUNCTION BOX. D. INSTALL PULL WIRES IN EACH DUCT. E. PROVIDE 20 A11P CIRCUITS AND 20 AMP ISOLATED GROUND CIRCUITS IN JUNCTION BOX FOR POINT OF SALE RECEfI'TACLES AS SHOWN AND AT THE START THEDUCT RUNS IDENTIFY EACH CIRCUIT. LiMN OO N z WN N U J FN P U mjN�NOF,WW : I N ❑0z n_\OP 0w,<R 0.n10 OW NnU)P ui [E �5Px U B. o 01 Q D o, � N z �m F26 F_C�Za o a 0 a CD M CU �y. �Z o o a o0 ~� > ti_ 3 _j N z o � o 0 >- ig o a o ~} F ti Q -3oa o w w INCORPORATE D herschmanarchitects.com SQ. FT. CALCS F ETAIL: _2 5,9a4 5F STAGINCv: 215 5F INSTALL: 10& 5 5F TOTAL: a _2 & 4 sp CONCEPT: CONCEPT DATE: 05 - 0�? - 04 G.O.-21 FIXTURE REL, 12-M-04 G.O.-13 FINAL_ REL. 02-11-05 ALE: 31 1 = 11-011 >WER PLAN 1 � _7 60------------------- 0------ ------ -------------------- 0------------------------------ FIXTURE EXTENSION LOCATIONS SHOWN ON DRAWINGS ARE APPROXIMATE AND SHALL BE FURNISHED AND INSTALLED BY OTHERS. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE THE FIXTURING PHASE OF CONSTRUCTION WITH THE DISPLAY FIXTURE INSTALLER AND ENSURE THAT SUFFICIENT MANPOWER, LIFTS, MATERIALS, ETC. TO BE USED, SHALL BE ON -SITE DURING FIXTURING. 0 ------------------------------- MOUNT UN[ TOP SHELF 2a-------------------------------- NOTE: THE AMPINNERGY SYSTEM SHALL ONLY BE CONNECTED TO ONE POWER SOURCE AND THE DIFFERENT CIRCUITS IN THE SYSTEM SHALL NOT BE INTERCONNECTED TOGETHER THROUGH THE AMPINNERGY SYSTEM. TURN OFF POWER BEFORE CONNECTING OR DISCONNECTING POWER CABLES. NO EXCEPTIONS. Oi-------- ELECTRICAL CONTRACTOR NOTE: THE ELECTRICAL CONTRACTOR SHALL VERIFY HIS PRODUCT AND QUANTITIES TAKE OFF, AGAINST WHAT WAS SHIPPED TO THE JOB SITE BY THE MANUFACTURER TO ENSURE THAT THE DESIGNED AMPINNERGY SYSTEM IS FOLLOWED PER THE ENGINEERED PLAN. THE ELECTRICAL CONTRACTOR HAS TWO WEEKS FROM ACCEPTING THE AMPINNERGY PRODUCT, THAT HAS BEEN SHIPPED TO THE JOB SITE, TO INFORM THE BEST BUY PROJECT DEVELOPMENT MANAGER OF A SHORTAGE OR A CONFLICT IN THE LAYOUT. IF NEEDED AN ADDITIONAL REQUEST; IN WRITING, FOR PRODUCT AND SHIPPING MUST BE SUBMITTED BY THE ELECTRICAL CONTRACTOR TO BEST BUY'S PROJECT DEVELOPMENT MANAGER WITH AN ADEQUATE DESCRIPTION OF THE DISCREPANCY. HOWEVER, AFTER THE TWO WEEK REVIEW PERIOD ANY ADDITIONAL PRODUCT AND SHIPPING REQUIRED TO INSTALL THE AMPINNERGY PRODUCT PER THE ENGINEER'S PLANS IS THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. EXCEPTION: THE ELECTRICAL CONTRACTOR IS NOT RESPONSIBLE FOR ANY ADDITIONAL PRODUCT REQUIRED DUE TO A CHANGE OF DESIGN OR SITE REQUEST TO MODIFY THE LAYOUT. ALL APPROVED CHANGES SHALL BE DOCUMENTED, BY THE ELECTRICAL CONTRACTOR, ON THE FINAL "AS -BUILT" DRAWING SENT BACK TO BEST BUY BY THE GENERAL CONTRACTOR. ' �-��-�---�r----!------ O i ( --- ------------ ----- ------------------------------------------------------------ 0 i0 0 0 0 0 0 ELECTRICAL CONTRACTOR NOTE: BEST BUY SHALL FURNISH THE "AMPINNERGY" SYSTEM. THE ELECTRICAL CONTRACTOR SHALL UNLOAD, INSTALL AND WIRE COMPLETE. THE "AMPINNERGY" SYSTEM SHALL BE SHIPPED TO THE STORE IN ONE SHIPMENT. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE AND ACCOUNTABLE FOR THE MATERIAL WHEN IT IS RECEIVED AT THE JOB SITE AS ORDERED AND SUPPLIED BY BEST BUY. ANY LOST OR MISUSED COMPONENTS AND CABLES SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR AT NO COST TO BEST BUY. THE U.L. 183 "AMPINNERGY" MANUFACTURED SYSTEM WHICH IS COVERED UNDER ARTICLE 604 OF THE N.E.C. IS THEN CONNECTED TO THE JUNCTION BOXES WITH A FOUR CIRCUIT 20 AMP PER CIRCUIT LINE ENTRY INTERFACE CABLE THAT CONNECTS TO THE JUNCTION BOX. FROM THE INTERFACE CONNECTION, "AMPINNERGY" IS A TOTALLY PLUG AND PLOY SYSTEM WITH NO SPECIAL MOUNTING HARDWARE, OR TOOLS TO INSTALL THE POWER STRIPS TO THE BEST BUY DISPLAY RACKS. THE POWER STRIPS HAVE DESIGNED IN MOUNTING BRACKETS TO ELIMINATE DRILLING AND MOUNTING HARDWARE, THEY SNAP ON DIRECTLY TO THE DISPLAY SHELVING UNIT MAKING FOR A QUICK AND FLEXIBLE INSTALLATION. DURING STORE MERCHANDISING THE ELECTRICAL CONTRACTOR SHALL WORK CLOSELY WITH BEST BUY NEW STORE OPENING MANAGER (NSOM) REGARDING THE FINAL PLACEMENT OF THE AMP POWER STRIPS ON THE DISPLAY FIXTURES. AFTER THIS ADJUSTMENT, FINAL STRAPPING AND CABLE SECURING SHALL BE MADE MAKING SURE THAT THE PLUG AND PLAY CONNECTION ENDS ARE NOT DAMAGED, BENT OR PULLED APART AND THAT EACH POWER STRIP IS WORKING AND READY FOR BEST BUY USE. GiENER,4L NOTES 1, BEST BUY TO FURNISH THE 'AMPINNERGY' SYSTEM. THE ELECTRICAL CONTRACTOR SHALL UNLOAD, INSTALL AND WIRE COMPLETE. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL MATERIAL COUNTS UPON DELIVERY AT THE JOB SITE AND REPORT ANY SHORTAGES TO BEST BUY PROJECT DEVELOPMENT MANAGER 3. SEE DETAIL SHEETS E-10 AND E-II FOR ADDITIONAL INFORMATION. SEE DETAIL 13/E-10 FOR GENERAL MOUNTING GUIDELINES. REFER TO SPECIFIC DETAILS NOTED FOR DIFFERENT FIXTURE TYPES WHEN SHOWN ON PLAN. COORDINATE WITH BEST BUY N50M (NEW STORE OPENING MANAGER) ANY CONFLICTS OR DISCREPANCIES DURING STORE FIXTURING. <EN� NOTES NOTE: ALL KEYNOTES MAY NOT BE USED ON PLAN O 4}v,"x4%"x2Ya" METAL GROUNDED JUNCTION BOX WITH COVER AS REQUIRED 5LD. PER CODE LOCATED AT CEILING DECK CONNECT (1) TYPE 'H' AMP 8-WIRE PCMR 'LINE ENTRY CABLE' TO JUNCTION BOX. 51 AMP 8-WIRE, 4-PORT 'POWER DISTRIBUTION MODULE'. MOUNT TO DECK OR © SECURE TO BAR JOIST. 52 AMP 8-WIRE 'POWER JUNCTION BOX' WITH AMP MOUNTING BRACKET, MOUNTED IN DISPLAY FIXTURE. WITH (2) 20AMP DUPLEX RECEPTACLE INSERTS AS INDICATED ON PLAN. SEE SHEET E-3 GENERAL NOTE 3 FOR MOUNTING INFORMATION. SEE DETAIL 15/E-II. 53 CONNECT VALANCE LIGHTING WITH TYPE 'H' AMP 'LINE ENTRY CABLE'. WIRE VALANCE LIGHTING TO CIRCUIT 04 OF LINE ENTRY CABLE INCLUDING GROUND AND TAPE REMAINING WIRES. IDENTIFY IN PANEL50ARD SCHEDULE CIRCUIT USED FOR THIS CONNECTION. SEE DETAIL 3/E-11. 54 NOT USED 0 4X6"x4!VvVx2Ya" METAL GROUNDED JUNCTION BOX WITH COVER AS REQUIRED l6aATEr, PER CODE LOCATED AT CEILING DECK CONNECT (1) TYPE 'H' AMP 8-WIRE POMR 'LINE ENTRY CABLE' TO JUNCTION BOX. CONNECT (2) ISOLATED CIRCUITS WITH DEDICATED GROUNDS TO TYPE 'H' GABLE CIRCUITS *1 AND 04 OF LINE ENTRY CABLES AND TAPE REMAINING WIRES. SEE DETAIL 7/E-11. IDENTIFY ALL BOXES AND COMPONENTS ASSOCIATED WITH THESE CIRCUITS AS 'ISOLATED'. O AMP 8-WIRE POWER STRIP WITH AMP MOUNTING BRACKET, MOUNTED IN DISPLAY FIXTURE. WITH (4) 20AMP DUPLEX RECEPTACLE INSERTS AS INDICATED ON PLAN. SEE SHEET E-3 GENERAL NOTE 3 FOR MOUNTING INFORI'1ATION. SEE DETAIL 15/E-11. 57 4%"x4%"x2Ya" JUNCTION BOX SURFACE MOUNTED ON DECK CONNECT (1) ONE TYPE 'H' AMP 8 WIRE 'LINE ENTRY CABLE'. WIRE ONLY CIRCUIT 04 AND TAPE REMAINING WIRES. PROVIDE (U TYPE 'D' AMP POWER/POWER CABLE TO CONNECTION AT MONITOR TRUSS. SECURE ANY SLACK IN CABLE AT DECK SEE DETAIL 4/E-11. 5s FIXTURE EXTENSION FROM JOIST SPACE DOWN TO DISPLAY FIXTURE WITH © LINE/POWER AMPINNERGY CABLE AND PULL LINE FOR LOW VOLTAGE CABLING. SEE DETAIL 12/E-11. BEST BUY SPECIFIED FIXTURE EXTENSION SHALL BE FURNISHED AND INSTALLED BY OTHERS. 59 SURFACE MOUNTED I" CONDUIT WITH AMP CABLE RUN FROM JOIST SPACE DOWN WALL TO JUNCTION BOX MOUNTED ON WALL ABOVE FIXTURE. SEE 0'0 DETAIL 9/E-11. ® FIXTURE SUPPLIED WITH 'WIRE MANAGEMENT BOARD', SEE DETAIL 1/E-11. MOUNT AMP POWER JUNCTION BOX TYPE '52' TO BRACKETS PREINSTALLED ON BOARD. 61 SEE DETAIL 1/E-9 FOR GROUNDING OF FLOOR MAT. AMP PART NUMBER LEGEND AMPINNERGY MODULAR WIRE COLOR CODE POWER DISTRIBUTION G SYSTEM N N4 SEE LAYOUT AND IG PLANNING MANUAL 4 REV. B 1 PAGE 13 of 42 2 3 FOR 8 WIRE AMP SYSTEM 1 -GREEN 2 -WHITE 3 -GRAY 4 - GREEN/YELLOW 5 -PINK 6 -BLOCK 7 -RED 8 -BLUE POWER/POWER CABLE LEGEND CODE CABLE LENGTH PART # (A) 3' 1-556127-8 QTY. 10 � 52-556127-7 152 � 10' 5-556127-6 gg O 20' 7-556127-9 92 (E) 30' 8-556127-7 pp 0 40' 8-556127-8 7 0 50' 5-556127-5 0 (9 POWER STRIP LEGEND CODE CIRCUIT PART # QTY. 0) 1 3-1375280-1 3 @ 2 3-1375280-2 2 � 3 3-1375280-3 g � 4 3-1375280-4 2 R 20A RECEPTACLE LEGEND EZ] (WITH RACEWAY MOUNTING BRACKET) CODE CIRCUIT PART # � 1 (ISOLATED)406252-1 14 2 (ISOIATED)406255-1 10 C7� 1 406248-1 64 C8� 2 406249-1 62 C� 3 406250-1 58 Cod 4 406251-1 40 POWER JUNCTION BOX 556888-1 124 MOUNTING BRACKET 556920-1 124 54 20A RECEPTACLE (WITH GRID MOUNTING CODE CIRCUIT LEGEND BRACKET) PART # E=l QTY. (�1 1 3-1479093-1 59 �? 2 3-1479093-2 56 ® 3 3-1479093-3 46 6 4 3-1479093-4 25 MISC. PARTS LEGEND ITEM PART # QTY. 51 DISTRIBUTION MODULE 556173-1 15 ® LINE ENTRY CABLE 557653-1 85 5s 25' LINE POWER CABLE 2-556731-4 55 5e 20' LINE ENTRY CABLE 2-556148-0 15 ALL AMP COMPONENTS ARE U.L. AND CSA LISTED. FOR TECHNICAL AND PRODUCT INFORMATION CONTACT AMP, CONTACT: DON MARGO CONTACT: FRANK LINCOLN - PRODUCT ENGINEER PHONE: (336) 727-5562 PHONE: (336) 727-5824 FAX: (336) 727-5686 FAX: (336) 727-5030 FOR ADDITIONAL PRODUCT REQUESTS, DELIVERY DATES AND INSTALLATION SCHEDULING CONTACT BEST BUY. SEE COVER SHEET FOR CONTACT INFORMATION. uJ ON z J FN P ZW NZ N10 cow Ny OP ❑ w,Z ICPN NN�P OW U 30PQ 0 J IL o. nm m z'a �Z< w Ln < 00 o CD Q o N (5 N 00 N LLm_� �-c,q Q o cv M M: � o ~',o� o P E: ¢ cc►- w coQ o a -30¢ o Iy w C— ' IN C O R P O R A T E D SQ, FT. CALCS RETAIL: 2 ea4 5F STAGING: INSTALL: 10& 5 TOTAL: SFI CONCEPT: 30K <OF •. CONCEPT DATE: 05 — 0& —04 G.O.-21 FIXTURE REL.. 12-11-04 G.O.-13 FINAL REL. 02-11-05 STORE NUMBER: Q �-LL • Lk Q wO Z LL [l! q AID/i�Ei�l„11T a 5ET 07-27-04 REV. DATE 0 0 0 A 0 SCALE: 1/8" = 1'-0" AMP COMPONENT PLAN J N W m N U— - - - - - - - - - - I - -I - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - -I- ' - - - - - - - � � N _ � FN P oW ENN 6z m�NP 4 WO F�^n • E-8 B B I I I o I , LL W q , 0 DOOR BELL x ! ° U 3 o P Q , 048" 1 o � tl O O TCM2 , o _ MIN �POINT OF PENETRATION ` � 0 au PAIRS -FEEDER CABLE TO ` I , m ' OMMUNICATIONS ROOM Lu ALL DEVICES JUNCTION BOXES SHALL BE RECESSED AND CONDUITS AND WIRES ¢ E5 a Y E-8 I x 6 CONCEALED UNLESS OTHERWISE APPROVED BY THE BEST BUY. _ Q W N I I , 2. NOTE: ALL CONDUITS, RACEWAYS, ELECTRICAL DUCTS 4 BOXES, AND EXPOSED ~ Z ❑ o 0 of � I , , , , ri}o�LL Q cU � N RECEIVINCa LOW -VOLTAGE WIRE SHALL BE RUN TRUE, PLUMB AND SQUARE TO THE BUILDING TIGHTLY mDw- O 6 ai L) x ® I I I WRAPPED OR FASTENED TO THE STRUCTURE. LOW -VOLTAGE RUNS OR EXPOSED WIRE MUST ' n 3 LL cu ' BE HIDDEN FROM VIEW AND TIE WRAPPED TO THE STRUCTURE WITH WHITE WRAPS. TIE WRAPS m o a o Um x MUST BE UNIFORMLY SPACED, WITH ENOUGH WRAPS TO PREVENT WIRE FROM SAGGING. F - I I I I I UNDER NO CIRCUMSTANCES CAN EXPOSED WIRE BE RUN IN FREE AIR OR AT DIAGONALS. _ 3 a Q W - � r i i , I ❑ ¢ 3' ELECTRICAL BOXES ON OPPOSITE SIDES OF FIRE RATED WALL SHALL BE SEPARATED BY x E S I I ( I A MINIMUM OF 24". 4. USE PLENUM RATED CABLE, CONDUIT, o I BOXES ETC. IN AIR PLENUM WALLS AND CEILINGS. ALL I 1 PENETRATIONS ARE TO BE COMPLETELY FIRE SEALED. 5. RUN ALL LOW VOLTAGE, CONDUIT AND WIRING ABOVE BOTTOM OF JOIST AND AS TIGHT TO 6 — - - - - - - - _ - - - - - u _ - I ( I E_ I I DECK AS POSSIBLE. O6. R ERGROUND CONDUIT FOR LOW -VOLTAGE ---- E: r _ ... _ - ------ - _._----------- o r ---, __?_ 1._... ...1 _ _� cup �� I � - o o , ABLE, PER r i .•' ®4" 7. ELECTRICAL CONTRACTORTOTO PROVIDE EMT DROPS FOR LOW -VOLTAGE A5 REQUIRED BY ®� - - - = j ' ' ' " v .---------------- I `� �� THE AUTHORITY HAVING JURISDICTION_ �r,IP I 12 -6 I I 8. ALL FLUSH FLOOR BOXES SHALL HAVE A BRASS COVER PLATE AND BRASS TRIM RING. DROP ! � ! I I L SEE SPECIFICATIONS. (� ��, ri PROVIDE A DOORBELL BUTTON AT THE RECEIVING DOCK DOOR THAT RINGS A BELL AT i---------------- ----- ---------------11im IT BOTH THE RECEIVING AREA AND THE CUSTOMER SERVICE AREA 460, PROVIDE A I - r- t------ ------ ..� - t_rO O ---- � S - --T-- ' DOORBELL BUTTON AT THE FRONT ENTRANCE DOOR THAT RINGS A BUZZER AT THE . ---}--.a � ;----:;-----;I, ---;-•- ,�.---, C® CUSTOMER SERVICE AREA ,J o NUB � � ISC 10. ALL CONDUIT SHALL BE 1 1/4" WITH PULL LINE UNLESS OTHERWISE NOTED 0 U10MENS IF PVC UNDERGROUND CONDUIT IS NOT ALLOWED BY AUTHORITY HAVING JURISDICTION I --------------- - - - - i -;..---------- --I - ti_� - tie ® I �% , PROVIDE RIGID GALVANIZED STEEL CONDUIT AND GROUND AS REQUIRED. 12. PROVIDE IN THE BID THE COST OF (15) CONDUIT DROPS FOR SECURITY DEVICES AND LIFT TRUCK I LIFT TOTRACsE MOTION SEN50R5. EACH DROP TO CONSIST OF 3/4" EMPTY EMT CONDUIT FROM DECK WITH STORAGE ' ' JUNCTION BOX AND BLANK COVER PLATE. COORDINATE WITH SECURITY CONTRACTOR �I� (IT I EXACT LOCATIONS AND SPECIFIC REQUIREMENTS PRIOR TO ROUGH IN 1 i' CO I S RR D R VI ED STAI ESS STEEL WALL COVER LATE - ---, � - � --- 1}------- --- ------------ DE BRUSH NL P 1 I!Lj �I j _ PRO r � i i r . E 1 i i 1 - 5 - - ...... ........ - - - - - - - - - - - - - ____=______ - - - - - - - - - - O— - X i I I ! x i 14• ALL CONDUITS SHALL BE A MINIMUM OF 3" BELOW THE SLAB WITH GROUND i X i I I - _.------------- --- 0---�, COVER ------ ` , " 38 HERSCHMAN • ' 1'-8" � I 11 -2 ' 7'-3" j I �� ARCHITECTS F� E < NOTE. ALL KEYNOTES MAY NOT BE USED ON PLAN I N C O R P O R A T E D r REMOTE DOOR ALARM ANNUNCIATOR PROVIDE FLUSH JUNCTION BOX WITH SINGLE GANG MUD i O WIRING AND CONNECTIONS TO EXIT DOOR CONTROLLER ANNUNCIATOR 2 3 6 2 5 �J I RING, i/2 CONDUIT, f �I I � � � FURNISHED BY POOR HARDWARE SUPPLIER INSTALLED BY THE ELECTRICAL CONTRACTOR COMMERCE PARK ---------- i I ! I F1 I AND WIRED COMPLETE. VERIFY ALL REQUIREMENTS WITH DOOR HARDWARE SUPPLIER AND C L E V E L A N D, O H I O I PROVIDE. SEE DETAIL 3/E-8. 4 4 1 2 2 f I ---------- ----------I I FLUSH MOUNTED LOW VOLTAGE DOOR BUTTON MOUNTED AT 48" AFF., UNLESS NOTED PHONE 216 4 6 4 - 414 4 x B FAX 216-464-6592 OTHERWISE. PROVIDE 1/2" CONDUIT TO BELL/BUZZER LOCATIONS. SEE PLAN SHEET E-2, E-MAIL. mailboxIM -----_-----------; POWER PLAN. herschmanarchitects.com —-- j I ,— {m � I I © JUNCTION BOX FOR BELL LOCATIONS. PROVIDE 120V BELL5. SEE PLAN SHEET E-2, POWER ----------! I 'I 171-J,'— _ I PLAN. IA II I I I I Bz JUNCTION BOX FOR BUZZER LOCATION. PROVIDE 24V BUZZER SEE E-2, POWER PLAN Sa. FT. CALLS L—AI ( I I _; - I -- O JUNCTION BOX WITH SINGLE -GANG MUD RING MOUNTED AT 20" AFF., UNLESS OTHERWISE RETAIL: _ 904 SP ---------_- � _ i , I ? i�� � -. � j NOTED, i" CONDUIT WITH PULL LINE AT JOIST WITH A 90 DEGREE RADIUS BEND AND NYLON 2 r-- BUSHINGS AT EACH END. STAGING: P CONDUIT SURFACE MOUNTED WITH PULL LINE AT JOIST WITH A W DEGREE RADIUS BEND AND NYLON BUSHINGS AT EACH END MOUNTED AT 8'-2" TO BOTTOM OF CONDUIT ABOVE • FINISHED FLOOR UNLESS OTHERWISE NOTED. CONDUIT SHALL BE INSTALLED PRIOR TO INSTALL: - - - - - - - - - - - - - - - - - © - - - - - - -n� PAINTING OF WALL, NO EXCEPTIONS. • EMPTY EMT DROP FOR LOW VOLTAGE FROM TOP OF DISPLAY FIXTURE. 1" CONDUIT WITH TOTAL: 2 ? I ? PULL LINE AT JOIST WITH A W DEGREE RADIUS BEND AND NYLON BUSHINGS AT EACH END CD SECURE TO DISPLAY FIXTURE. I \ I I X SURFACE MOUNT (2) 4" EMPTY EMT DROPS FROM JOIST SPACE WITH A W DEGREE RADIUS CONCEPT: BEND TO 12'-2" AFF. UNLESS OTHERWISE NOTED, WITH NYLON BUSHINGS AT EACH END. 30K <OF r I SUPPORT CONDUITS FROM WALL OR IF WALL IS NDT INSTALLED, PROVIDE UNISTRUT ANp CONCEPT DATE: - THREADED ROD AND SUPPORT FROM STRUCTURE ABOVE. -�� .......... 3 i, 05 - 0� - 04 I { I \ EMPTY 1 EMT CONDUIT WITH PULL LINE DROP FOR LOW VOLTAGE FROM JOIST TO MONITOR 4- TRUSS. WITH A W DEGREE RADIUS BEND IN JOIST AREA PROVIDE NYLON BUSHINGS AT Cs.O.-21 FIXTURE REL. k I EACH END. 1 2 -1 1- 04 • I \ i -------- I \\r ' \\ \` ' ' 0 (2) 2" EMPTY CONDUITS WITH PULL LINES FROM LP OFFICE CEILI1�Ks SPACE t0 JOIST SPACE G.0.-13 FINAL REL. WITH 90 BEND. PROVIDE NYLON BUSHINGS ON EACH END. RUN CONDUIT IN VESTIBULE E ............. CEILING SPACE TO LP OFFICE WHEN REQUIRED. �� - 11 - �� T JUNCTION BOX WITH STANDARD SINGLE -GANG MUD RING MOUNTED AT 20" AFF., UNLESS �\ I I ? \s II OTHERWISE NOTED, P CONDUIT WITH PULL LINE TO JUNCTION BOX WITH STANDARD STORE NUMBER: ' ' \ •: SINGLE -GANG MUD RING MOUNTED AT S'-b" AFF., UNLESS OTHERWISE NOTED, WITH P CONDUIT ---------=----�I.: WITH PULL LINE AT JOIST WITH A W DEGREE RADIUS BEND AND WITH NYLON BUSHINGS AT O EACH END. 1 I _. ! 1 1 3 I 19 DOUBLE RUN OF +2 WALKER DUCT SIDE BY SIDE ONE FOR LOW VOLTAGE AND ONE FOR LINE VOLTAGE. SEE PLAN SHEET E-2, POWER PLAN, KEY NOTE � A 2 CONDUIT ADAPTERS AND JUNCTION BOXES AS REQUIRED. • B. JUNCTION BOX GW DEGREE TURN. C. 2" In INSERTS 12" D.G. TO BE INSTALLED WITH 1/4" CONCRETE OVER INSERTS. CONTRACTOR TO MARK LOCATION a I OF ONE INSERT IN EACH RUN FROM JUNCTION BOX. D. INSTALL PULL WIRES IN EACH DUCT. 00 1 - _ _ _ _ _ _ _ _ _ _ _ E. BEST BUY TO PROVIDE LOW VOLTAGE WIRING. O- - - - - - - - - - - -- - - - - - - - - - - - ---- - - —-- - --_..... PROVIDE 4" PLASTIC CYLINDRICAL UNDER FLOOR BOX WITH BLANK COVER FOR LOW I 1 i0 ;I VOLTAGE ACCESS OR FULL STATION. CONNECT TO 3/4" PVC WITH PULL LINE, UNLE55 ' !; �i ; OTHERWISE NOTED, CONDUIT IN -FLOOR AND CONNECTED t0 EMT VERTICAL RISER CONDUIT AT NEAREST COLUMN OR WALL. RISER SHALL TERMINATE AT JOIST WITH A 90 DEGREE � X RADIUS BEND AND WITH NYLON BUSHINGS AT EACH END. PVC STUB UP IN FLOOR WITHOUT FLOOR BOX WILL NOT BE ALLOWED. NO EXCEPTIONS. !ii !i Ex", --------- o I �- ❑ PROVIDE 4" CAST IRON UNDER FLOOR BOX WITH BLANK COVER FOR LOW VOLTAGE ACCE85 I0 I'I,' OR PULL STATION CONNECT TO 1-I/4 PVC WITH PULL LINE, UNLE85 OTHERWISE NOTED. CONDUIT IN FLOOR AND CONNECT TO EMT VERTICAL RISER AT WALL SHOWN ON PLAN TO X -J SALES AREA i --- ------ - JUNCTION BOX WITH SINGLE -GANG MUD RING MOUNTED AT 20" AFF. CONTINUE CONDUIT TO JOIST WITH A 90 DEGREE RADIUS BEND AND NYLON BUSHINGS AT ALL ENDS. PVC STUB UP --_-- -- NO EXCEPTIONS. IN FLOOR WITHOUT FLOOR BOX WILL NOT BE ALLOWED, --- -- -------------- I� PROVIDE 4" CAST IRON UNDER FLOOR BOX WITH BLANK COVER FOR LOW VOLTAGE ACCESS ''.�_ ......•• OR PULL STATION. CONNECT TO 1 1/4" PVC WITH PULL LINE, UNLESS OTHERWISE NOTED, CONDUIT IN -FLOOR AND CONNECT TO EMT VERTICAL RISER CONDUIT AT NEAREST COLUMN I 1 I ! OR WALL. RISER SHALL TERMINATE AT JOIST WITH A RADIUS BEND AND NYLON BUST-HNGS AT Q� EACH END. PVC STUB UP IN FLOOR WITHOUT FLOOR BOX WILL NOT BE ALLOWED, NO 1 � _ EXCEPTIONS. LL x — Z I 24 PROVIDE 1 1/4" PVC WITH PULL LINE, UNLESS OTHERWISE NOTED, STUBBED UP 3" ABOVE ------= , -- -- ' o 0 FLOOR FOR L.P. DESK AND CONNECTED TO EMT VERTICAL RISER CONDUIT AT NEAREST — Cs COLUMN OR WALL. RISER SHALL TERMINATE AT JOIST WITH A RADIUS BEND, CONNECTOR AND f0 11 Q 'i_------------- NYLON BUSHING. 11I� ---- a , r T I 26 SINGLE RUN OF �'2 WALKER DUCT: ( 5. JUNCTION BOX AT W DEGREE TURN. A 2" CONDUIT ADAPTERS AND JUNCTION BOXES A5 REQUIRED. ' I� l I ( - - - -- �J 1 �• C. INSTALL PULL WIRES IN EACH DUCT. E311) /FE R1� I T ' OIQ I' Bu . SET D BEST Y TO PROVIDE LOW VOLTAGE WIRING _ - " N- - - - - - -- - - - - — - - - 4 - - - - - - -1- - - 1 - - - - - - 33 PROVIDE 2" EMPTY PVC UNDERGROUND TELEPHONE DUCT OR 2" EMPTY OVERHEAD I , ' ' CONDUIT, WHICH EVER IS MOST COST EFFECTIVE, WITH PULL LINE FROM TELEPHONE BOARD B --_� (!-----------_-T•__--___-----T-_---- -----i TO COMMUNICATION ROOM. 50 PAIR TELEPHONE CABLE PROVIDED BY OTHERS. �-� - � -I - �� • ' BZ o \ , I ? ; ' �• 38 8"X12"X6" FLUSH MOUNTED CAST IRON UNDER FLOOR BOX WITH COVER LEW REFL SERIES O _ I �-�-� I I BOX WITH PRE -DRILLED AND THREADED OPENINGS SIZED FOR CONDUIT SHOWN ON PLANS �_ _ I- C�-- - - ; l� - O \ - T - . / ; OR EQUAL. PROVIDE WATERTIGHT CONNECTIONS FOR CONDUITS AS SHOWN. I C STUB UP IN REV. DATE ------------- ' �`_� I FLOOR WITHOUT FLOOR BOX WILL NOT BE ALLOWED. NO EXCEPTIONS. I ®PROVIDE (3) EMPTY SURFACE MOUNTED 4" ANp (2) 2" CONTINUOUS CONDUITS WITH PULL Q LINES FROM COMM. ROOM WALL AT 8'-0" AFF. TO JOIST SPACE USING 3'-0"+- RADIUS 41 I i SWEEPS TO MAKE THE SENDS, AND WITH NYLON BUSHINGS AT EACH END. CONDUIT TO PENETRATE -g° I SALES FLOOR WALL IN JOIST SPACE. 2" CONDUITS ARE FOR FIRE/SECURITY CABLING ONLY. • I _ r; I�— PROVIDE OUTSIDE WEATHER HEAD AND EMPTY CONDUIT FOR THE BEST BUY ANTENNA 11 ----------- j XCo.I ' CABLING FIELD VERIFY SIZE AND EXACT LOCATION WITH BEST BUY Co BEFORE J I , i , -0 6 J � I PROCEEDING. REFER TO ARCHITECTURAL DETAIL. TELEVISION AND RADIO ANTENNAS Q ADMIN.OFFICE I , " " i ! L ? SHALL HAVE APPROVED LIGHTNING ARRESTORS PROPERLY GROUNDED IN CASES WHERE o @48" ® �' Q" I i I J THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL (2) TWO CONDUCTOR 18 GAUGE THE DIPOLE AERIAL IS INSULATED FROM THE SUPPORTING METAL MAST THE METAL MAST n I ; SEE E-8, DETAI -, FOR SENSORMMAATIC , CABLE AND PROVIDE CONDUIT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION FROM - O a (�F `„�-F�I r SHALL BE GROUNDED AND THE DIPOLE CONNECTED 70 AN APPROVED LIGHTNING j r I 4)- (J (2) 24 �� CONNECTIO ND UNDERFLOOR RUNS i , o - `T THE LP OFFICE TO THE ENERGY MANAGEMENT SYSTEM TERMINAL STRIP TS1 LOCATED I BEST BUY ELECTRICAL ROOM AS REFERRED TO ON PLAN SHEET EMS-1. THE ELECTRICAL ARRESTOR CONTRACTOR SHALL PROVIDE 20 FF. OF ADDITIONAL CABLES AT EACH END AND IDENTIFY EACH 42 SURFACE MOUNT 4" EMPTY EMT DROP WITH PULL LINE FROM JOIST SPACE WITH A 90 DEGREE END AS "MAN SECURITY CABLE D BREAK LIGHTING SECURITY CABLE" THE RADIUS BEND TO 12' 2" AF 'MANAGER IN 0 - F UNLESS OTHERWISE NOTED, WITH • � I r / UT AN IN I E 0 1 ; O WALL AT 8 -0 AFF. TO JOI .SPACE USING 3 PS CABLES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR PRIOR TO THE FINAL CONNECTIONS AT THE SECURITY PANEL BY THE SECURITY CONTRACTOR AND FINAL 4.3 PROVIDE (i) EMPTY SURFACE MOUNTED 4 CONTINUOUS CONDUIT WITH PULL LINE FROM COMM. --'' �'• J I x CONNECTIONS AT THE ENERGY MANAGEMENT SYSTEM TERMINAL STRIP TS1 BY THE ELECTRICAL ROOM ST 0 + RADIUS SWEE TO MAKE THE SENDS, i AND WITH NYLON EISHINGS AT EACH END. CONDUIT TO PENETRATE SALES FLOOR WALL IN JOIST SPACE. tSECURITY i i ? CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE CONNECTIONS HAVE PANEL '-- ' � ;---------- BEEN MADE AND SHALL THEN TEST FOR PROPER OPERATION OF THE INTERFACE BETWEEN THE SCALE: I FIRE ALARM I @148; _ �4 PROVIDE (1) EMPTY SURFACE MOUNTED 2" CONDUIT WITH PULL LINE FROM ADMIN OFFICE WALL 1�gn _- 1r_On ? COMM. ROOM VESTIBULE Lp' I I SECURITY PANEL AND THE ENERGY MANAGEMENT SYSTEM BY CALLING THE TRANE Co. AT (800) lb" BELOW CEILING) TO J015T SPACE USING 90 DEGREE BEND AND WITH NYLON BUSHINGS AT ELECTRICAL ,--- 1 " -�--- I g'_6"I -) ' , PANEL IC ( I I / EACH END. CONDUIT TO PENETRATE SALES FLOOR WALL AT DECK © ® 1 -3 13 -2 0 13 -1 203-6625 TO RUN A "MANAGER IN AND OUT, BREAK IN LIGHTING, PULSE KW METER, AND i I FLUSH FIRE ALARM I FIRE ALARM" FINAL SYSTEM CHECK BEFORE TURN OVER TO BEST BUY. THIS TEST SHALL BE /O TCM1/TCM3 ! , PERFORMED WITHOUT EXCEPTION. A SATISFACTORY TEST REPORT BY THE ELECTRICAL ELECTRICAL 0 33 ° _. I X-' ~, --------------------;-------------------------------- ApINUNCIATOR--PANEL----- I x LOW VOLTh I CONTRACTOR SHALL BE TURNED OVER TO BEST BUY PROJECT MANAGER BEFORE STORE ;JE - - - - - - - - OPENING. SEE PLAN SHEET EMS-1 FOR WIRING. 1 ----- �--- ------------------------------------ a FLOOR PL ` CONDUIT TO EXTEND TO 18" A.F.F. ' I ( 048" I - O O O O O DOOR BELL NO CONDUIT TO BE RUN IN FRONT OF WINDOWS. NO EXCEPTIONS. E�4 : D P 1 600A MCB 208/12OV-30-4W LOCATION: ELECTRICAL RM 109 MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKT 1 200/3 PANEL LA 5.0 A I 11.0 PANEL LB 14 200/3 2 3 5 6.6 B 11.0 7.1 C 10.0 6 7 200/3 PANEL LC 13.0 A 13.0 PANEL LD 200/3 8 9 12.0 B 12.0 10 11 11.0 C 11.0 12 13 200/3 PANEL LE 4.0 A 100A 3-POLE SPACE ONLY S.O. 14 15 4.6 B 17 2.6 C M18 19 A 20 21 g 22 23 � C 24 25 - -j- A 26 27 B 28 29 C 30 31 A 32 33 g 34 � C 36 37 A 38 39 g ,0 41 C 42 TOTAL CONNECTED LOAD PHASE A: 46.0 KVA PHASE B: 46.2 KVA PHASE C: 41.7 KVA TOTAL: 133.9 KVA/371.9 AMPS * - LOCK -ON CIRCUIT BREAKER DP2 BOOA MCB 208/12OV-30-4W LOCATION: ELECTRICAL RM 104 MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKT 1 200/3 PANEL LF 8.4 A 1 6.0 PANEL LH 200/3 2 4 3 5.3 B 5.0 5 6.6 C 5.0 6 7 200/3 PANEL LJ 11.0 A 10.0 PANEL LK 200/3 8 9 11.0 B 10.0 10 11 10.0 C 8.0 14 13 200/3 PANEL LM 1 1 8.9 A 100A 3-POLE SPACE ONLY S.O. 14 15 117 8.9 B 16 8.1 C 18 19 A 20 21 g 22 23 C 24 25 A I 26 27 8 28 29 C 3031 A 32 33 B I 34 35 C 36 37 A 38 39 g ,0 41 C 42 TOTAL CONNECTED LOAD PHASE A: 44.3 KVA PHASE B: 40.2 KVA PHASE C: 37.7 KVA TOTAL: 122.2 KVA/339.4 AMPS * -LOCK-ON CIRCUIT BREAKER LG 100A MCB 208/12OV-30-4W LOCATION: ELECTRICAL RM 104 MOUNTING: SURFACE 10,000 AIC I RATING CKT BRKR I LOAD SERVED LOAD/KW 4 1 LOAD/KW LOAD SERVED BRKR CKT 1 * 20/1 RCPT.- CASHWRAP 1.0 A I 0.0 SPARE 20/1 2 3 * 20/1 RCPT.- CASHWRAP 1.0 B I 0.0 SPARE 20/1 4 5 * 20/1 RCPT.- CASHWRAP 1.0 C 0.0 SPARE 20/1 6 7 * 20/1 RCPT- CASHWRAP 1.0 A 0.2 RCPTS.- ADMIN OFFICE 20/1 8 9 20/1 RCPT. - LP OFFICE 0.4 B 0.4 RCPTS.- COMM. RM. 20/1 10 11 20/1 RCPT. - LP OFFICE 1.2 C 0.4 RCPTS.- COMM. RM. 20/1 12 13 20/1 SPARE 0.0 A 0.4 RCPTS.- COMM. RM. 20/1 14 15 20/1 SPARE 0.0 B 0.4 t RCPTS.- COMM. RM. 20/1 16 17 20/1 SPARE 0.0 C 0.4 1 RCPTS.- COMM. RM. 20/1 18 19 20/1 RCPTS.- CUST. SERVICE 1.0 A 0.0 SPARE 20/1 20 21 20/1 RCPTS.- CUST. SERVICE 1.0 B 0.0 SPARE 20/1 22 23 20/1 SPARE 0.0 C I 0.0 SPARE 20/1 24 25 20/1 SPARE 0.0 A I 0.0 SPARE 20/1 26 27 20/1 SPARE 0.0 B I 0.0 SPARE 20/1 28 29 20/1 SPARE 0.0 C I 0.0 SPARE 20/1 30 31 20/1 SPARE 0.0 A I 0.0 SPARE 20/1 32 33 20/1 SPARE 0.0 B I 0.0 SPARE 20/1 34 351 20/1 SPARE 0.0 C I 0.0 SPARE 20/1 36 37 20/1 SPARE 0.0 A I 0.0 SPARE 20/1 38 39 20/1 1 SPARE 0.0 B I 0.0 SPARE 20/1 40 41 20/1 1 RCPTS.- HEADEND CLOSET 0.4 CI 0.0 SPARE 20/1 42 TOTAL CONNECTED LOAD PHASE A: 3.6 KVA PHASE B: 3.2 KVA PHASE C: 3.4 KVA TOTAL: 10.2 KVA/28.3 AMPS 15oLATID GROUND eus * - LOCK -ON CIRCUIT BREAKER LA 225A MLO I208/120V-30-4W I LOCATION: ELECTRICAL RM 109 MOUNTING: SURFACE 10,000 AIC RATING CKi BRKR LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKT 1 20/1 PIT LEVELERS 0.6 A 0.4 EXTERIOR DOOR 20/1 2 3 20/1 RCPTS.- DOCK LIGHT 0.6 B 0.4 EXTERIOR DOOR 20/1 4 5 20/1 RCPT.- LIFT TRUCK 0.4 1 C 0.4 EXTERIOR DOOR 20/1 6 7 15/1 RCPT.- UFT TRUCK 0.4 A 0.5 SPRINKLER BELL 20/1 * 8 9 15/1 SPARE 0.0 8 0.5 IRRIGATION PANEL 20/1 10 i1 20/1 RCPTS.- RECEMNG 0.8 C 0.4 RCPT.- TELEPHONE 20/1 * 12 13 20/1 RCPTS.- RECEIVING 0.4 A 0.7 UH-3 UNiT HEATER 15/1 14 15 20/1 RCPT.- RECEIVING 0.4 B 0.7 UH-4 UNIT HEATER 15/1 i6 17 20/1 SPARE 0.0 C 0.9 EF-3/MOTORIZED DAMPER 15/1 18 19 20/1 RCPTS.- COLUMN 0.4 A 0.0 SPARE 20/1 20 21 20/1 SPARE 0.0 8 1.0 ENERGY MANAGEMENT SYS. TCM2 15/1 * 22 231 20/1 SPARE 0.0 C 1.0 I 13CU SUMMIT PANEL 15/1 * 24 25 20/1 RCPTS.- JANITOR 0.4 A 0.0 SPARE 20/1 26 27 20/1 EXTERIOR DOOR 0.4 B 0.0 SPARE 20/1 28 29 20/1 SPARE 0.0 C 0.0 SPARE 20/1 130 31 20/1 SPARE 0.0 A 0.0 SPARE 20/1 32 33 20/1 RCPTS- ISC WAITING 0.6 B 0.0 SPARE 20/1 34 35 20/1 RCPTS- ISC 1.4 C 0.0 SPARE 20/1 36 37 20/1 RCPT.- ISC 0.4 A 0.8 RCPTS.- RTU's 20/1 38 39 * 15/1 FIRE/SMOKE DAMPER 0.2 B 1.8 PORTABLE AIR COMPRESSOR 20/2 40 41 20/1 1 SPARE 0.0 C I 1.8 1 42 TOTAL CONNECTED LOAD PHASE A: 5.0 KVA PHASE B: 6.6 KVA PHASE C: 7.1 KVA TOTAL: 18.7 KVA/51.9 AMPS * - LOCK -ON CIRCUIT BREAKER LF 225A MLO 208/12OV-30-4W LOCATION: ELECTRICAL RM 104 MOUNTING: SURFACE 10,000 AIC RATING CKi BRKR I LOAD SERVED LOAD/KW 0 LOAD/KW LOAD SERVED BRKR CKT 1 20/2 RTU-10 1.4 A 0.0 SPARE 20/1 2 3 1.4 B 0.0 SPARE 20/1 4 5 1 15/1 UH-1 UNiT HEATER 0.7 1 C 0.0 SPARE 20/1 6 7 15/1 UH-2 UNIT HEATER 0.7 A 0.0 SPARE 20/1 8 9 15/1 EF-1/MOTORIZED DAMPER c1 0.9 8 0.0 SPARE 20/1 10 11 15/1 EF-2/MOTORIZED DAMPER 0.9 C 0.0 SPARE 20/1 112 13 15/1 EF-4 0.5 A 1.7 WH-1 WATER HEATER 20/1 14 15 15/1 VAV-2 0.1 B 0.0 SPARE 20/1 16 17 20/1 ROLLDOWN SHUTTERS 1.4 C 0.0 SPARE 20/1 18 19 20/1 RCPTS- RTU's 0.6 A 1.4 RCPTS.- MONITOR TRUSS 20/1 20 21 20/1 RCPTS.- RTU's 0.6 B 0.4 RCPTS.- MONITOR TRUSS 20/1 22 23 20/1 SPARE 0.0 C 1 0.4 RCPTS.- COLUMN 20/1 24 25 20/1 SPARE 0.0 A I 1.0 RCPT.- L.P. DESK 20/1 26 27 20/1 BUZZER/TRANS 0.2 B 0.0 SPARE 20/1 28 29 20/1 RCPTS.- SALES FLOOR 1.2 C 0.0 SPARE 20/1 30 31 20/1 RCPTS.- VESTIBULE/SALES FL_ 0.6 A 0.0 SPARE 20/1 32 33 20/1 RCPTS.- OPEN SIGN 0.2 B 0.0 SPARE 20/1 34 35 20/1 ENTRY DOORS 0.5 C 0.0 SPARE 20/1 36 37 20/1 ENTRY DOORS 0.5 A 0.0 SPARE 20/1 38 39 20/1 ENTRY DOORS 0.5 B 1.0 ENERGY MANAGEMENT SYS, TCM1 15/1 * 40 41 20/1 1 ENTRY DOORS 0.5 C 1.0 ENERGY MANAGEMENT SYS. TCM3 15/1 * 42 TOTAL CONNECTED LOAD PHASE A: 8.4 KVA PHASE B: 5.3 KVA PHASE C: 6.6 KVA TOTAL: 20.3 KVA/56.4 AMPS 'c' DENOTE EMS CHANNEL SEE EMs-1 LIGHTING CONTACTOR SCHEDULE * - LACK -ON CIRCUIT BREAKER HA 225A MLO 480/277V-30-4W LOCATION: ELECTRICAL RM 109 MOUNTING: SURFACE 65 000 A FRIES RATING SEITH MDP CKT I BRKR I LOAD SERVED LOAD/KW I 4 1 LOAD/KW LOAD SERVED BRKR CKT 1 20/1 1 H.I.D. LTG.- SALES c1 1.7 1 A 1 3.0 ISC LTG. 20/1 2 3 20/1 H.I.D. LTG.- SALES c2 1.8 1 8 1.4 HUB & SALES DEV LTG. 20/1 4 5 20/1 H.I.D. LTG.- SALES c3 1.4 C 1.2 RESTROOM & CORRIDOR LTG 20/1 6 7 20/1 H.I.D. LTG.- SALES c1 1.4 A 0.0 SPARE 20/1 8 9 20/1 H.I.D. LTG.- SALES c2 1.8 B 0.0 SPARE 20/1 10 i1 20/1 H.I.D. LTG.- SALES c3 1.4 C 0.0 SPARE 20/1 12 13 20/1 H.I.D. LTG.- SALES c1 2.4 1 A I 0.0 SPARE 20/1 14 151 20/1 H.I.D. LTG.- SALES c2 1.4 8 0.0 SPARE 20/1 16 17 20/1 H.I.D. LTG.- SALES c3 1.4 C 0.0 I. SPARE 20/1 18 19 20/1 H.I.D. LTG.- SALES c1 1.7 A 0.0 I SPARE 20/1 20 21 20/1 H.I.D. LTG.- SALES c2 1.4 B 0.0 SPARE 20/1 22 23 20/1 H.I.D. LTG.- SALES c3 1.8 C 2.1 EXIT/EMERGENCY LTG. 20/1 * 24 25 20/1 H.I.D. LTG.- SALES c1 1.9 A 0.0 SPARE 20/1 26 27 20/1 H.I.D. LTG.- SALES c2 1.8 B I 0.0 SPARE 20/1 28 29 20/1 H.I.D. LTG.- SALES c3 1.4 C 0.0 SPARE 20/1 30 31 20/1 SPARE 0.0 A 2.4 EXTERIOR BLDG LTG. c5 20/1 32 33 20/1 SPARE 0.0 B 2.0 EXTERIOR BLDG LTG. c5 20/1 34 35 20/1 SPARE 0.0 C 0.0 SPARE c6 20/1 36 37 20/1 RECEMNG LIGHTING c1 1 0.3 I A I 0.0 I SPARE c6 20/1 38 39 20/1 H.I.D. RECEIVING LTG. c1 3.7 1 B 1 0.0 I SPARE c6 20/1 40 41 20/1 1 H.I.D. RECEIVING LTG. c1 1 3.4 1 C I 0.0 I SPARE c6 20/1 42 TOTAL CONNECTED LOAD PHASE A: 14.8 KVA PHASE B: 15.3 KVA PHASE C: 14.1 KVA TOTAL: 44.2 KVA/53.3 AMPS 'c' DENOTE EMS CHANNEL SEE EMS-i LIGHTING CONTACTOR SCHEDULE * - LOCK -ON CIRCUIT BREAKER THE ELECTRICAL CONTRACTOR SHALL TAKE CARE AND VERIFY ALL UTILITY Co REQUIREMENTS AS DESCRIBED BELOW AND INCLUDE ALL WORK AS REQUIRED BY THE UTILITY Co IN YOUR BID NO EXCEPTIONS MAKE ALL ARRANGEMENTS FOR AND PAY FOR ALL UTILITY COMPANY SERVICE CHARGES FOR TEMPORARY POWER, NEW POWER AND ALL TELEPHONE COMPANY SERVICE CHARGES AS REQUIRED, THIS INCLUDES BUT IS NOT LIMITED TO ALL CUTTING, TRENCHING, BACKFILLING PATCHING, UNDERGROUND CONDUITS, PULL WIRES, CABLES, WIRE CONNECTIONS, TRANSFORMER VAULTS, CABLE VAULTS, TELEPHONE VAULTS, TRANSFORMERS, GROUNDING SYSTEMS, MOUNTING PADS, PULL SECTIONS, C.T. CABINETS/SWITCHGEAR, MAIN SERVICE DISCONNECTS, CONNECTION CABINETS, METERS, METER WIRING, ETC. ALL UTILITY COMPANY CHARGES SHALL BE INCLUDED IN YOUR BID WITH NO EXCEPTIONS OR EXCLUSIONS. NOTE TO THE UTILITY Co: A 500 KVA TRANSFORMER OR. LARGER IS RECOMMENDED FOR BEST BUY REFER TO PLAN SHEET ES-1, E-2, AND E-5 FOR SERVICE WIRING AND LOADS. UTILITY Co. COMPANY. FLORIDA LIGHT AND POWER UTILITY Co. CONTACT NAME: CHARLIE JOHNSON PHONE 407-328-1922 FAX: 407-328-1910 PER UTILITY Go. APPROX. SIZE OF UTILITY Co. TRANSFORMER TO BE USED FOR BEST BUY STORE: TBD UTILITY Go. AVAILABLE FAULT CURRENT: LESS THEN 65,000 AMPS, 30, RMS, SYMMETRICAL THE ELECTRICAL CONTRACTOR SHALL VERIFY THE UTILITY Co. FAULT CURRENT AND PROVIDE HIGHER SERIES RATING FOR SERVICE EQUIPMENT AND PANELBOARDS AS REQUIRED. TELEPHONE COMPANY: FILL IN INFORMATION TELEPHONE COMPANY CONTACT NAME: FILL IN INFORMATION PHONE FILL IN INFORMATION FAX: FLLL iN INFORMATION SiTE ELECTRICAL CONTRACTOR TO COORDINATE AND PROVIDE ELECTRICAL SERVICE PRIMARY AND TRANSFORMER PAD (IF REQUIRED). UTILITY COMPANY TO PROVIDE TRANSFORMER, C.T.'s (INSTALLED IN TRANSFORMER), METER, METER WIRING AND MAKE ALL TRANSFORMER CONNECTIONS ELECTRICAL CONTRACTOR TO PROVIDE ALL CUTTING, TRENCHING, BACK-FIWNG, PATCHING, CONDUITS AND CONDUCTORS FOR SECONDARY SERVICE FROM TRANSFORMER TO PANEL MDP. ELECTRICAL CONTRACTOR TO PROVIDE METER BASE AND ALL CUTTING, TRENCHING, BACK -FILLING, PATCHING AND 1-1/4' CONDUIT FROM TRANSFORMER TO METER BASE Uflf1Y SOW EQUIPMENT SHALL BE PROVIDED B( THE E a7RICAL CONfR?CTOR. UITUTY EQUPMENT IS NOT PART OF THE MODULAR WALL SYSTEM. IT IS THE RESPOhM MY OF THE ELECTRICAL CONTRACTOR TO PURCHASE THIS EQUP►EM MAINGWWG THE SERFS RATWG WITH THE MODULAR WALL MANUFOURE. NO IXCOWS. PULSE METER, METER BASE TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR WiTH A SET OF PULSE CONTACTS FOR MONITORING BY THE ENERGY MANAGEMENT SYSTEM. COORDINATE USAGE AND DEMAND METER INSTALLATION WiTH UTILITY - Co. METER URlIY Co. TPAWORkR m 480/e77V-30-* 2 17 TRMUDRWER PAD MINIMUM 1-1/4' GRADE /// // /i t------------ I `-------- PRIMARY BY OTHERS L`--- (2)SETS 3-1/2' 41600 KCM COPPER. ENCLOSURE WiTH PULSE RELAYS MINIMUM 3/4' N OUTSIDE OF BUILDING � TYPICAL Cl-C6. SEE EMS-1 FOR CONTACTOR SCHEDULE AND PANEL SCHEDULES 1/E-5 FOR WIRING. MDP HD (2) S 4#3/0 HD �12 HA 4 +/O RELAY ENCL TCM2 6 1 10 13 WIREWAY PER N.E.C. #3/0 COPPER SERVICE GROUND PER NEC. GROUND TO COLD WATER, BLDG. STEEL, AND CONCRETE ENCASED ELECTRODE PER NEC 250. BOND NEUTRAL AND GROUND AT SERVICE LB 22M MLO 208/12OV-30-4W LOCATION: ELECTRICAL RM 109 MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR I LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKT 1 20/1 DISPLAY RCPT. 1.0 A I 1.0 DISPLAY RCPT. 20/1 2 3 20/1 DISPLAY RCPT. 1.0 B-1 1.0 DISPLAY RCPT. 20/1 4 5 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 6 7 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 8 9 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 10 11 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 12 13 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 14 15 20/1 DISPLAY RCPT. 1.0 B I 1.0 DISPLAY RCPT. 20/1 16 17 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 18 19 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 20 21 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 22 23 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 24 25 20/1 DISPLAY RCPT. 1.0 A I 0.0 SPARE 20/1 26 27 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 28 29 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 30 31 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 32 33 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 34 35 20/1 DISPLAY RCPT. 1.0 C I 0.0 SPARE 20/1 36 37 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 38 39 20/1 DISPLAY RCPT. 1.0 B 0.0 I SPARE 20/1 40 41 20/1 SPARE 0.0 C 0.0 I SPARE 20/1 142 TOTAL CONNECTED LOAD PHASE A: 11.0 KVA PHASE 8: 11.0 KVA PHASE C: 10.0 KVA TOTAL: 32.0 KVA/88.9 AMPS * - LOCK -ON CIRCUIT BREAKER LH 225A` MLO 208/12OV-30-4W LOCATION: ELECTRICAL RM 104 I MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR I LOAD SERVED LOAD/KW 4 1 LOAD/KW LOAD SERVED BRKR CKT 1 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 2 3 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 4 5 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 6 7 20/1 DISPLAY RCPT, 1.0 A 0.0 SPARE 20/1 8 9 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 10 11 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 12 13 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 14 15 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE A 20/1 16 17 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 18 19 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 20 21 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 . 22 23 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 24 25 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 26 27 20/1 DISPLAY RCPT. 1.0 B I 0.0 SPARE 20/1 28 29 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 30 31 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 32 33 20/1 SPARE 0.0 B 0.0 SPARE 20/1 34 35 20/1 SPARE 0.0 C 0.0 SPARE 20/1 36 37 20/1 SPARE 0.0 A 0.0 SPARE 20/1 38 39 20/1 SPARE 0.0 B 0.0 SPARE 20/1 40 41 20/1 SPARE I 0.0 C I 0.0 I SPARE 20/1 42 TOTAL CONNECTED LOAD PHASE A: 6.0 KVA PHASE B: 5.0 KVA PHASE C: 5.0 KVA TOTAL: 16.0 KVA/44.4 AMPS * - LOCK -ON CIRCUIT BREAKER H B 225A MLO 480/277V-30-4W LOCATION: ELECTRICAL RM 104 MOUNTING: SURFACE 165 000 AISERIES RATING MSS MDP CKT BRKR LOAD SERVED LOAD/KW 4 1 LOAD/KW LOAD SERVED BRKR CKT 1 20/1 H.I.D. LTG.- SALES c1 1.2 A 1 0.9 LP OFFICE & VESTIBULE LTG. 20/1 2 3 20/1 H.I.D. LTG.- SALES c2 0.9 B 0.9 ADMIN., COMM., ELEC. RM LTG. 20/1 4 5 20/1 H.I.D. LTG.- SALES c3 0.5 C 0.0 SPARE 20/1 6 7 1 20/1 H.I.D. LTG.- SALES c1 3.1 A 0.0 SPARE 20/1 8 9 20/1 H.I.D. LTG.- SALES c2 1.8 B 0.3 FC-I-VESTIBULE FAN COIL 30/3 10 11 20/1 H.I.D. LTG.- SALES c3 1.8 1 C 0.3 12 14 13 20/1 H.I.D. LTG.- SALES c1 1.7 A 0.3 15 20/1 H.I.D. LTG.- SALES c2 1.4 B 0.0 SPARE 20/1 16 171 20/1 H.I.D. LTG.- SALES c3 1.8 C 0.0 SPARE 20/1 18 N19 20/1 H.I.D. LTG.- SALES c1 1.4 A 0.0 SPARE 20/1 20 21 20/1 H.I.D. LTG.- SALES c2 1.8 B 0.0 SPARE 20/1 22 23 20/1 H.I.D. LTG.- SALES c3 1.4 C 1 1.2 EXrf/EMERGENCY LTG. 20/1 * 24 25 20/1 H.I.D. LTG.- SALES c1 2.4 A 0.0 I SPARE 20/1 26 27 20/1 H.I.D. LTG.- SALES c2 1.4 B 0.0 SPARE 20/1 28 29 20/1 H.I.D. LTG.- SALES c3 1.4 C 0.0 SPARE 20/1 30 31 20/1 SPARE 0.0 A 2.0 EXTERIOR BLDG. LTG. c5 20/1 32 33 20/1 SPARE 0.0 B 1 1.3 EXTERIOR BLDG. LTG. c5 20/1 34 35 20/1 SPARE 0.0 C 1.2 EXTERIOR BLDG. SIGN c6 20/1 36 37 20/1 SPARE 0.0 A 1.2 EXTERIOR BLDG. SIGN c6 20/1 38 391 20/1 SPARE 0.0 B 1.2 EXTERIOR BLDG. SIGN c6 20/1 140 41 15/1 VAV-1 1.2 C 1.2 EXTERIOR BLDG. SIGN c6 20/1 42 TOTAL CONNECTED LOAD PHASE A: 14.2 KVA PHASE B: 11.0 KVA PHASE C: 12.0 KVA TOTAL: 37.2 KVA/44.8 AMPS c' DENOTE EMS CHANNEL SEE EMS-1 LIGHTING CONTACTOR SCHEDULE * - LOCK -ON CIRCUIT BREAKER LE 4�3/0 LD 4�3/0 LC 4�3/0 LB 4�3/0 LA 4#3/0 DPi I LIGHTING CONTACTORS TYPICAL Cl-C12. SEE EMS-1 FOR CONTACTOR SCHEDULE AND AN SCHEDULES 1/E-5 FOR WIRING. TELEPHONE i SERVICE I RELAY RELAY 2) SETS 3'-4 350 S MMIT 4BCU'WX8'HX3/4' I ENCL ENCL HB HC FIRE RATED i EMS 7 PLYWOOD I TCM1 TCM3 6 BACKBOARD 1 6 6 4 12 4 12 T1 150 KVA 12' A.F.F. I �NREWAY PER N.E.C.® - I i 1 GND.(UNDERGROUND)-E i 16 I I i ----------------------!-- I i I ------------------------- i i ---------------------- I-- i I ----------------------L 13/0 INSULATED CU GROUND ­4 TO BUILDING STEEL PER NEC -=-67 i i i SERVICE RISER DIAGRAM i ELECTRICAL ROOM (RECEIVING AREA) 2 800A 480 277V 3� 4W I ROOM 109 > >> 15 ' E-5 NOT TO SCALE 2' A�3/0+1#6 GND.(UNDER I 2' 413/0+116 LC225A MLO 208/12OV-30-4W LOCATION: ELECTRICAL RM 109 MOUNTING: SURFACE 10,000 AIC RATING CKi BRKR LOAD SERVED LOAD/KW 0 LOAD/KW LOAD SERVED BRKR CKT 1 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 2 3 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 2D/1 4 5 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 6 7 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 8 9 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 10 11 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 12 13 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 14 15 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 16 17 20/1 DISPLAY RCPT. 1.0 C 1.0 I DISPLAY RCPT. 20/1 18 19 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 20 21 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 22 23 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 24 21525 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 26 27 20/1 DISPLAY RCPT. 1.0 B I 1.0 DISPLAY RCPT. 20/1 28 29 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 30 31 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 32 33 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 34 35 20/1 DISPLAY RCPT. 1.0 I C 0.0 SPARE 20/1 36 371 20/1 DISPLAY RCPT. 1.0 I A 0.0 SPARE 20/1 38 39 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 40 41 20/1 SPARE 0.0 I C 0.0 SPARE 20/1 42 TOTAL CONNECTED LOAD PHASE A: 13.0 KVA PHASE B: 12.0 KVA PHASE C: 11.0 KVA TOTAL: 36.0 KVA/100.0 AMPS * - LOCK -ON CIRCUIT BREAKER LJ 225A MLO 208/12OV-30-4W LOCATION: ELECTRICAL RM 104 MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKT 1 20/1 DISPLAY RCPT. 1.0 A I 1.0 DISPLAY RCPT. 20/1 2 3 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 4 5 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 6 7 1 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 8 9 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 10 11 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 12 13 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 14 15 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 16 17 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 18 191 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 20 211 20/1 DISPLAY RCPT. 1.0 8 1.0 DISPLAY RCPT. 20/1 22 23 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 24 25 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 26 27 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 28 29 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 30 31 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 32 33 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 34 35 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 36 37 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 38 39 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 40 41 20/1 SPARE 0.0 C 0.0 SPARE 20/1 42 TOTAL CONNECTED LOAD PHASE A: 11.0 KVA PHASE B: 11.0 KVA PHASE C: 10.0 KVA TOTAL: 32.0 KVA/88.9 AMPS * - LOCK -ON CIRCUIT BREAKER ELECTRICAL CONTRACTOR THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CUTTING, TRENCHING, BACK -FILLING, PATCHING AS REQUIRED AND SHALL BE INCLUDED AS PART OF THE ELECTRICAL CONTRACTORS WORK. LM 43/0 LK 4#3/0 W 4#3/0 LH 4�3/0 LF 12 43/0 DP2 I I I �=� j I j I t-NREWAY PER {2) SETS 3'-41350 LG 7 7 14 14 T2 T3 ISOLA 150 KVA 30KVA GROU 0 BUS 2_1/2' 314/0+114 GND.(UNDERGROUND)-4 1 ----------------1 1/2' 314+114 GND.(UNDERGROUND) 4t ---------------i--------- 1 i i 13/0 INSULATED CU GROUND -- �+'-�6 INSULATED CU GROUND TO BUILDING STEEL PER NEC -=:j�:- t TO BUILDING STEEL PER NEC ELECTRICAL ROOM (FRONT AREA) ROOM 104 > >> 15 LD 225A MLO 208/12OV-30-4W LOCATION: ELECTRICAL RM 109 I MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKi 1 20/1 DISPLAY RCPT. 1.0 A I 1.0 DISPLAY RCPT. 20/1 2 3 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 4 5 20/1 DISPLAY RCPT, 1.0 C 1.0 DISPLAY RCPT. 20/1 6 7 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 8 9 20/1 DISPLAY RCPT. 1.0 8 1.0 DISPLAY RCPT. 20/1 10 11 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 12 13 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 14 15 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 16 17 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 18 19 20/1 DISPLAY RCPT. 1.0 A I 1.0 DISPLAY RCPT. 20/1 20 21 20/1 DISPLAY RCPT. 1.0 B I 1.0 DISPLAY RCPT. 20/1 22 231 20/1 DISPLAY RCPT. 1.0 C I 1.0 DISPLAY RCPT. 20/1 24 25 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 26 27 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 28 29 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 30 31 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 32 33 20/1 DISPLAY RCPT. 1.0 8 0.0 SPARE 20/1 34 35 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 36 37 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 38 39 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 40 41 20/1 1 SPARE I 0.0 Ic I 0.0 SPARE 1 20/1 42 TOTAL CONNECTED LOAD PHASE A: 13.0 KVA PHASE B: 12.0 KVA PHASE C: 11.0 KVA TOTAL: 36.0 KVA/100.0 AMPS * - LOCK -ON CIRCUIT BREAKER LK 225A MLO 208/12OV-30-4W LOCATION: ELECTRICAL RM 104 MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKi 1 20/1 DISPLAY RCPT. 1.0 A I 1.0 DISPLAY RCPT. 20/1 2 3 20/1 DISPLAY RCPT. 1.0 B 1.0 DISPLAY RCPT. 20/1 4 5 20/1 DISPLAY RCPT. 1.0 C 1.0 DISPLAY RCPT. 20/1 6 7 20/1 1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. d 20/1 8 9 20/1 DISPLAY RCPT. 1.0 I B 1.0 DISPLAY RCPT. 20/1 10 11 20/1 DISPLAY RCPT. 1.0 I C 1.0 DISPLAY RCPT. 20/1 - 12 13 20/1 DISPLAY RCPT. 1.0 A 1.0 DISPLAY RCPT. 20/1 14 151 20/1 DISPLAY RCPT. 1.0 B 1.0 I DISPLAY RCPT. 20/1 16 17 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 18 19 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 20 21 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 22 23 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 24 25 20/1 1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 26 27 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 28 29 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 30 31 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 32 33 20/1 DISPLAY RCPT. 1.0 B I 0.0 I SPARE 20/1 34 35 20/1 DISPLAY RCPT. 1.0 C 0.0 SPARE 20/1 36 37 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 38 39 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 40 41 20/1 SPARE 0.0 C 0.0 I SPARE 20/1 42 TOTAL CONNECTED LOAD PHASE A: 10.0 KVA PHASE B: 10.0 KVA PHASE C: 8.0 KVA TOTAL: 28.0 KVA/77.8 AMPS * - LOCK -ON CIRCUIT BREAKER LE MLO 208/120V-36-4W LOCATION: ELECTRICAL RM 109 I MOUNTING: SURFACE 10,000 AIC I RATING CKT BRKR LOAD SERVED LOAD/KW 0 1 LOAD/KW I LOAD SERVED BRKR CKT 1 20/1 DISPLAY RCPT. 1.0 A 0.6 RCPTS.- HUB 20/1 2 3 20/1 _1 DISPLAY RCPT. 1.0 B 0.4 RCPTS.- HUB 20/1 4 5 26/ DISPLAY RCPT. 1.0 C 0.4 RCPTS.- HUB 20/1 6 7 20/1 DISPLAY RCPT. 1.0 I A 0.4 RCPTS.- HUB 20/1 8 9 20/1 DISPLAY RCPT. 1.0 B 1.2 1 RCPTS.- SALES DEVELOP 20/1 10 11 20/1 DISPLAY RCPT. 1.0 C 0.2 RCPTS- CORRIDOR 20/1 12 13 20/1 DISPLAY RCPT. 1.0 A 0.0 SPARE 20/1 14 15 20/1 DISPLAY RCPT. 1.0 B 0.0 SPARE 20/1 16 17 20/1 SPARE 0.0 I C 0.0 SPARE 20/1 18 19 20/1 SPARE 0.0 A 0.0 SPARE 20/1 20 21 20/1 SPARE 0.0 B 0.0 SPARE 20/1 22 23 20/1 SPARE 0.0 C 0.0 SPARE 20/1 24 25 20/1 SPARE 0.0 A 0.0 SPARE 20/1 26 27 20/1 SPARE 0.0 I B 0.0 SPARE 20/1 28 29 20/1 SPARE 0.0 C 0.0 I SPARE 20/1 30 31 20/1 SPARE 0.0 A 0.0 SPARE 20/1 32 33 20/1 SPARE 0.0 B 0.0 SPARE 20/1 34 35 20/1 SPARE 0.0 C 0.0 SPARE 20/1 36 37 20/1 SPARE 0.0 I A I 0.0 SPARE 20/1 38 39 20/1 1 SPARE 0.0 B I 0.0 SPARE 20/1 40 41 20/1 1 SPARE 0.0 JillCI 0.0 SPARE 20/1 42 TOTAL CONNECTED LOAD PHASE A: 4.0 KVA PHASE B: 4.6 KVA PHASE C: 2.6 KVA TOTAL: 11.2 KVA/31.1 AMPS * - LOCK -ON CIRCUIT BREAKER LM 225A MLO 208/12OV-30-4W LOCATION: ELECTRICAL RM 1D4 I MOUNTING: SURFACE 10,000 AIC RATING CKT BRKR LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKf 1 20/1 RCPTS.-CUSTOMER SERVICE 1.0 A 0.5 FIRE ALARM PANEL 15/1 * 2 3 20/1 RCPTS.-CUSTOMER SERVICE 1.0 B 0.5 SECURITY PANEL 15/1 * 4 5 20/1 RCPTS.-CUSTOMER SERVICE 1.0 C 0.5 SENSORMATIC POWER 15/1 * 6 7 20/1 RCPTS.-CUSTOMER SERVICE 1.0 A 1.0 ENERGY MANAGEMENT SYS, TCM1 15/1 * 8 9 20/1 RCPTS-CUSTOMER SERVICE 1.0 B 1.0 ENERGY MANAGEMENT SYS. TCM3 15/1 * 10 11 20/1 RCPTS.-CUSTOMER SERVICE 1.0 C 0.4 RCPTS.- COMM. RM. 20/1 12 13 20/1 RCPTS.-CUSTOMER SERVICE 1.0 A 0.4 RCPTS.- COMM. RM. 20/1 14 15 20/1 RCPTS-CUSTOMER SERVICE 1.0 B 0.4 RCPTS.- COMM. RM. 20/1 16 17 20/1 RCPTS.-CUSTOMER SERVICE 1.0 C 1.2 RCPTS.- ADMIN OFFICE 20/1 18 20/1 RCPTS.-CUSTOMER SERVICE 1.0 A 0.0 SPARE 20/1 20 H19 21 20/1 RCPTS.-CUSTOMER SERVICE 1.0 B 0.0 SPARE 20/1 22 23 20/1 RCPTS-CUSTOMER SERVICE 1.0 C 0.0 SPARE 20/1 24 25 20/1 RCPTS.-CASH WRAP 1.0 A 0.0 SPARE 20/1 26 27 20/1 RCPTS.-CASH WRAP 1.0 8 I 0.0 SPARE 20/1 28 29 20/1 RCPTS.-CASH WRAP 1.0 C 0.0 SPARE 20/1 30 31 20/1 RCPTS.-CASH WRAP 1.0 A 0.0 SPARE 20/1 32 33 20/1 RCPTS.-CASH WRAP 1.0 B 0.0 SPARE 20/1 34 35 20/1 RCPTS.-CASH WRAP 1.0 C 0.0 SPARE 20/1 36 37 20/1 RCPTS.-CASH WRAP 1.0 A 0.0 SPARE 20/1 38 39 20/1 RCPTS.-CASH WRAP 1.0 B 0.0 SPARE 20/1 40 41 20/1 SPARE 0.0 C 0.0 SPARE 20/1 142 TOTAL CONNECTED LOAD PHASE A: 8.9 KVA PHASE B: 8.9 KVA PHASE C: 8.1 KVA TOTAL: 25.9 KVA/71.9 AMPS * - LOCK -ON CIRCUIT BREAKER CKT 1 3 5 7 9 11 13 15 17 19 F23 25 27 29 H D BRKR 50/3 50/3 50/3 30/3 20/3 400A MLO 480/277V-30-4W LOAD SERVED RTU-1 RTU-3 RTU-5 RTU-7 RTU-9 LOAD/KW 0 9.8 A 9.8 B 9.8 C 9.8 A 9.8 B 9.8 C 9.8 A 9.8 B 9.8 C 6.4 A 6.4 B 6.4 C 2.6 A 2.6 B 2.6 C LOAD/KW 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 9.8 3.3 3.3 3.3 LOAD SERVED RTU-2 RTU-4 RTU-6 RTU-8 1ODA 3-POLE SPACE ONLY BRKR 50/3 50/3 50/3 20/3 S.O. CKT 2 LOCATION: MOUNTING: CKi BRKR 31 S.O. 33 35 37 S.O. 39 41 43 40/3 45 47 49 S.O. 51 53 55 S.O. 57 59 ELECTRICAL RM 109 SURFACE LOAD SERVED 1ODA 3-POLE SPACE ONLY 100A 3-POLE SPACE ONLY TRASH COMPACTOR (VERIFY LOAD AND WIRING BEFORE PROCEEDING) LE 1ODA:ONLY SPAC 100A 3-POLE SPACE ONLY LOAD/KW i A B C A B C 7.5 A 7.5 B 7.5 C 0.0 A_ 0.0 B 0.0 C 0.0 A 0.0 B 0.0 C LOAD/KW LOAD SERVED 1OOA 3-POLE SPACE ONLY 100A 3-POLE SPACE ONLY 100A 3-POLE SPACE ONLY 100A 3-POLE SPACE ONLY 100A 3-POLE SPACE ONLY 65 MINIMUM RATING 000 AIC SERIES WITH MDP BRKR CKT S.O. S.O. S.O. S.O. S.O. 32 4 34 6 8 36 38 10 40 12 14 42 44 16 46 18 20 48 50 22 52 24 26 54 56 28 58 30 60 TOTAL CONNECTED LOAD PHASE A: 78.6 KVA PHASE B: 78.6 KVA PHASE C: 78.6 KVA + COOUNG/HEATING LOADS NOT ON AT THE SAME TiME TOTAL: 235.8 KVA/284.1 AMPS * - LDCR-oN cIRIX1TI BREWER PANES SCHEDULES NO SCALE SERVICE RISER NOTES: SHOULD ANY ADDITIONAL WORK BE REQUIRED BY THE UTILITY Co OR AUTHORITY HAVING JURISDICTION THE ELECTRICAL CONTRACTOR SHALL PROVIDE THIS WORK AT NO COST TO BEST BUY TAKE CARE TO INCLUDE THIS WORK IN YOUR BID 1O TO DETERMINE IF THE ELECTRICAL CONTRACTOR OR BEST BUY SHALL FURNISH THE TRANSFORMERS AND THE MODULAR WALLS SEE ELECTRICAL SPECIFICATIONS DIVISION 16. IF NOT INDICATED IN DIVISION 16. THE ELECTRICAL CONTACTOR SHALL FURNISH, INSTALL AND WIRE COMPLETE. IF BEST BUY FURNISHES THE TRANSFORMERS AND THE MODULAR WALLS THE ELECTRICAL CONTRACTOR WILL UNLOAD, INSTALL AND WIRE COMPLETE O2 THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL UTILITY SERVICE EQUIPMENT INCLUDING PULL SECTION, C.T./P.T. CABINET, PULSE METER, METER BASE, MAIN SERVICE DISCONNECT, CONDUIT, WIRING, ETC. PER LOCAL. UTILITY Go. REQUIREMENTS. IF APPLICABLE COORDINATE THESE DIMENSIONS WiTH THE MODULAR WALL SUPPLIER FOR EQUIPMENT SPACE LOCATED IN THE ELECTRICAL ROOM. SEE SHEET E-7 ELECTRICAL DETAILS. NOTE INSTALL PULL SECTION, C.T./P.T. SECTION AND MAIN DISCONNECT SECTION ON OUTSIDE OF BUILDING WHEN REQUIRED BY LOCAL CODES, AUTHORITY HAVING JURISDICTION OR BY THE UTILITY Co. REQUIRING 24 HOUR ACCESS TO THIS EQUIPMENT. PROVIDE WEATHERPROOF AND LOCKABLE ENCLOSURES. COORDINATE ALL OUTSIDE SWTTCHGEAR LOCATIONS WiTH ARCHITECT, LANDLORD AND BEST BUY PRIOR TO ORDERING EQUIPMENT. VERIFY WITH THE UTILITY CO. IF SERVICE METERING WILL BE HOT OR COLD SEQUENCING, AND PROVIDE WRING TO ACCOMMODATE THIS REQUIREMENT. SHOULD THE MAIN SERVICE DISCONNECT FOR MDP BE LOCATED OUTSIDE, CHANGE INSIDE MDP TO MAIN LUG ONLY. IF MAIN DISCONNECT IS PERMITTED INSIDE, DELETE MAIN DISCONNECT SECTION OUTSIDE AND PROVIDE MAIN GFP BREAKER IN MDP. 9 800 AMP SERVICE ENTRANCE RATED PANELBOARD OR SWITCHBOARD AS ALLOWED BY AUTHORITY HAVING JURISDICTION MDP-480/277V-30-0 FULLY RATED FOR 65,000 MINIMUM A.I.C. 800A SINGLE MAIN GFIC CIRCUIT BREAKER WITH SURGE AND UGHTNING PROTECTION, AND SERIES RATED BRANCH CIRCUIT BREAKERS. PROVIDE SHUNT TRIP MAIN WiTH LOCKABLE REMOTE WEATHER PROOF BUTTON, IF REQUIRED BY THE AUTHORITY WAVING JURISDICTION. ® PLEASE NOTE THAT THE EQUIPMENT ENCLOSURES IN WHICH SERIES COMBINATION RATING PROTECTION IS USED TO COMPLY WiTH THE INIERRUPIING DUTY REQUIREMENT MUST BE LEGIBLY MARKED IN THE FIELD IN ADDITION TO THE MANUFACTURER'S MARKING. THE MARKING SHALL BE READILY VISIBLE, DURABLE, AND STATE 'CAUTION SERIES RATED SYSTEM 65,000 A.I.C. AVAILABLE. IDENTIFIED REPLACEMENT COMPONENT REQUIRED'. IF FAULT CURRENT EXCEEDS 65,000 AI C AT THE SECONDARY SIDE OF THE UTILITY Co TRANSFORMER PROVIDE SERIES RATED EQUIPMENT FOR THE HIGHER FAULT CURRENT THE ELECTRICAL CONTRACTOR SHALL VERIFY WiTH THE UTILITY Co BEFORE ORDERING EQUIPMENT AND PROVIDE THE HIGHER FAULT CURRENT RATING THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE HIGHER FAULT CURRENT RATING WITH THE UTILITY SWiiCHGEAR MANUFACTURE AND THE MODULAR WALL SUPPLIER TO PROVIDE THE HIGHER RATING NO C NS. ( PROVIDE FLOOR MOUNT TRANSFORMERS, UNLESS OTHERWISE NOTED, 48OV-30-3W PRIMARY, 208/12OV-30-4W SECONDARY. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION PROVIDE ENERGY EFFICIENT TRANSFORMERS. MAINTAIN ALL NEC CLEARANCES. TAKE CARE TO INCLUDE THE COST OF THIS WORK AND THE TRANSFORMERS IN YOUR BID. © FURNISHED BY OTHERS AND INSTALLED BY THE ELECTRICAL CONTRACTOR EXCEPT WHEN MODULAR WALLS ARE USED TCM'S AND BCU SUMMOT SHALL BE PROVIDED BY THE MODULAR WALL SUPPLER. SEE EMS-1 FOR WIRING. O TOTAL LENGTH OF TRANSFORMER SECONDARY CONDUCTORS FEEDING DP1, DP2 AND LG SHALL BE 10'-O' OR LESS. OTHERWISE PROVIDE SECONDARY FUSIBLE DISCONNECTS WiTH FUSES LOCATED AT THE TRANSFORMER, AND INCLUDE IN YOUR BID. ® PROVIDE 3/4' CONDUIT AND WIRING BETWEEN EMS RELAYS AND UGHTING CONTACTORS. SEE EMS-1 FOR ADDITIONAL WIRING INFORMATION. FOR INSTALLATION COORDINATION CONTACT ENERGY MANAGEMENT CONSULTANT. MR. THOMAS KENNEY (608) 822-3550. 0 BEST BUY REQUIRES A DEDICATED UNDERGROUND OR OVERHEAD CONDUIT THAT RUNS DIRECTLY FROM BEST BUY TELEPHONE SERVICE BACK BOARD TO THE LOCAL TELEPHONE UTIUTY POLE, UNDERGROUND VAULT, PEDESTAL, CABINET ETC. THE TELEPHONE SERVICE CONDUIT INCLUDING JUNCTION BOXES, MAN HOLES, ETC. SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE (1) 4' (MINIMUM SIZE CONDUIT UNLESS DIRECTED OTHERWISE BY THE TELEPHONE COMPANY) UNDERGROUND EMPTY SCHEDULE 40 OR 80 PVC AND/OR OVERHEAD CONDUIT WiTH PULL LINE AS DIRECTED BY THE TELEPHONE COMPANY. PROVIDE ALL CUTTING, TRENCHING, BACK-FIWNG AND PATCHING AS REQUIRED. VERIFY ALL REQUIREMENTS WITH THE LOCAL TELEPHONE COMPANY FOR CONSTRUCTION DETAILS BEFORE BIDDING ON THE WORK AND INCLUDE IN YOUR BID MTH NO EXCEPTIONS OR EXCLUSIONS. DO NOT RUN CONDUIT TO MALL OR BUILDING TELEPHONE SERVICE TELEPHONE CABLE (CONSISTING OF A MINIMUM 50 PAIRS AND 16 PHONE LINES) SHALL BE PROVIDED BY THE LOCAL EXCHANGE CARRIER OR LOCAL TELEPHONE COMPANY. INDICATE THE COST TO PERFORM THIS WORK FOR BEST BUY REVIEW AT TIME OF BID. 10 PROVIDE A SiTE TEST FOR THE GA MAIN BREAKER AT THE SERVICE BY A RECOGNIZED MANUFACTURER TESTING COMPANY FOLLOWED UP WTIH A SATISFACTORY WRITTEN TEST REPORT TO THE ENGINEER OF RECORD AND BEST BUY PRIOR TO STORE OPENING. NO EXCEPTIONS, 11 THE ELECTRICAL CONTRACTOR SHALL RETORQUE AND RETIGHTEN ALL PMELBOARDS, MDP, BREAKERS AND DISCONNECTS PER MANUFACTURER'S SPECIFICATIONS BEFORE POWER IS TURNED ON. VERIFY THAT CIRCUIT BREAKER PLACEMENTS IN PANELBOARDS AS SHIPPED TO THE JOB SiTE MATCH PANEL SCHEDULES. IF NOT, REARRANGE CIRCUIT BREAKERS AS REQUIRED. LABEL AND IDENTIFY ALL LOADS IN MDP AND PANELBOARD DIRECTORIES. VERIFY ALL LOADS SHOWN, AND REPORT ANY CONFUCTS TO THE ENGINEER. 12 PROVIDE ENERGY MANAGEMENT CONTROL OF INTERIOR LIGHTING, EXTERIOR LIGHTING AND RESTROOM DMUST FAN. CHANNELS Cl-C12. SEE PANEL SCHEDULES 1/E-5 13 PROVIDE RECOMMENDED GFI SETTINGS FROM THE EQUIPMENT MANUFACTURER FOR CONTINUOUS AMPS, LONG TIME DELAY, SHORT TIME PICKUP, SHORT TiME DELAY, INSTANTANEOUS PICKUP AND GROUND FAULT PICKUP, GROUND FAULT DELAY FOR THE ENGINEER OF RECORD TO REVIEW IN THE FIRST AND SECOND WEEK OF THIS PROJECT WiTH THE SMTCHGEAR SHOP DRAWINGS INCLUDE MANUFACTURER CURVE SHEETS FOR MAIN AND ALL BREAKERS IN MDP. NO EXCEPTIONS TAKE CARE TO INCLUDE ANY COST FOR THIS WORK IN YOUR BID TO BEST BUY AND COORDINATE WiTH EQUIPMENT MANUFACTURER. 14 i 1/4'C-412+116 COPPER ISOLATED INSULATED GREEN GROUND. BOND NEUTRAL, SAFETY GROUND, AND ISOLATED GROUND AT TRANSFORMER. PROVIDE AN ISOLATED, INSULATED GROUND WIRE TO PANELBOARD AND PROVIDE AN ISOLATED GROUNDING BUS IN PANELBOARD. ALL BRANCH CIRCUITS FROM THIS PANEL SHALL HAVE ISOLATED GROUNDING CONDUCTORS WHICH SHALL NOT BE CONNECTED TO METAL CONDUITS, CABINETS, BOXES, ETC. EQUIPMENT (SAFETY) GROUND SHALL BE METAL CONDUIT, BONDED TO BOXES AND CABINETS PER N.E.C. OR A SEPARATE GROUND WIRE DO NOT CONNECT EQUIPMENT GROUND TO THE ISOLATED GROUND EXCEPT AT THE TRANSFORMER. 15 SEE GROUNDING DETAILS ON PLAN SHEET E-9. 16 3/4' UNDERGROUND AND/OR OVERHEAD WHICHEVER IS THE MOST COST EFFECTIVE. VERIFY COMMUNICATION WIRING BETWEEN UTILITY Go. METERING AND THE ENERGY MANAGEMENT SYSTEM AND PROVIDE 17 COORDINATE MFG. & MODEL NUMBER WITH THE APPROVED UTILITY Go. VENDORS METER LIST. KW PULSE METER SHALL HAVE A DRY SET OF CONTACTS TO MEASURE PULSES OVER TIME AT A PULSE RATE BETWEEN 0.5 AND 2.0 HZ WITH A OPTIMUM RATE OF ONE PULSE EVERY 2-4 SECONDS AT PEAK KW. SEE EMS-1 PLAN SHEET. CONTACT SERVE STTM AT TRANE Co. FOR ADDITIONAL METER INFORMATION (800) 204-6625. 18 PROVIDE UNDERGROUND OR OVERHEAD DUCTS FOR WIRING WHICHEVER IS MOST COST EFFECTIVE. SEE EMS-1. PROVIDE ALL CONDUITS AS REQUIRED FOR A COMPLETE AND WORKING ENERGY MANAGEMENT SYSTEM. HC 225A MLO 480/277V-30-4W LOCATION: ELECTRICAL RM 104 I MOUNTING: SURFACE 115 000 AIC MINIMUM SERIES RATING WITH MDP CKT BRKR I LOAD SERVED LOAD/KW 0 1 LOAD/KW LOAD SERVED BRKR CKT 1 3 20/2 POLE MID. FLOOD LIGHTS c9 0.7 A 1 2.4 POLE MTD. SITE LIGHTS c7 20/2 2 4 0.7 B 2.4 5 7 20/2 POLE MTD. FLOOD LIGHTS C9 0.7 C 0.9 POLE MTD. SITE LIGHTS c7 20/2 6 8 0.7 A 0.9 9 11 20/2 POLE MTD. SITE LIGHTS c8 2.4 8 0.9 POLE MTD. SITE LIGHTS c7 20/2 10 12 2.4 C 0.9 13 15 20/2 POLE MTD. SITE LIGHTS c8 2.4 A 0.0 SPARE 20/2 14 16 2.4 8 I 0.0 17 19 20/2 POLE MTD. SITE LIGHTS c8 2.4 C 0.0 SPARE 20/2 18 20 2.4 A 0.0 I 21 23 20/2 SPARE 0.0 B 0.0 SPARE 20/1 22 0.0 I C 1.2 PYLON SIGN c10 20/1 24 25 20/1 SPARE 0.0 A 1.2 PYLON SIGN c10 20/1 126 27 20/1 SPARE 0.0 B 1.2 PYLON SIGN CIO 20/1 28 29 20/1 1 SPARE 0.0 C1 1.2 1 PYLON SIGN c10 20/1 130 TOTAL CONNECTED LOAD PHASE A: 10.7 KVA PHASE B: 10.0 KVA PHASE C: 9.7 KVA TOTAL: 30.4 KVA/36.6 AMPS 'c' DENOTE EMS CHANNEL SEE EMS-1 LIGHTING CONTACTOR SCHEDULE * - LOCK -ON CIRCUIT BREAKER MDP 800A MCB /WITH GFP 480/277V-30-4W LOCATION: ELECTRICAL RM 109 I MOUNTING: SURFACE 65,000 AIC MINIMUM MSERIES RATTNG CKT BRKR LOAD SERVED LOAD/KW I 0 LOAD/KW LOAD SERVED BRKR CKT 1 3 5 *225/3 TRANSFORMER T-1 (1 50 KVA) 46.0 A 14.8 PANEL HA 200/3* 2 4 6 46.2 B 15.3 41.7 C 14.1 7 9 11 *225/3 TRANSFORMER T-2 (1 50 KVA) 44.3 A 14.2 PANEL HB 200/3* 8 10 14 40.2 B 11.0 37.7 C 12.0 13 15 17 * 50/3 TRANSFORMER T-3 (30 KVA) 3.6 A 10.7 PANEL HC 200/3* 14 16 18 3.2 B 10.0 3.4 C 9.7 19 21 23 S.O. 1 ODA 3-POLE SPACE ONLY A 78.6 PANEL HD 400/3 * 20 22 24 B 78.6 C 78.6 25 Y7 29 * 30/3 SURGE/LIGHTNING PROTECTOR (TVSS) 0.0 A 225A 3-POLE SPACE ONLY S.O. 26 28 30 0.0 B 0.0 EA C 31 33 35 S.O. 1OOA 3-POLE SPACE ONLY 225A 3-POLE SPACE ONLY S.O. 32 34 36 B C 1 37 39 M41 S.O. 100A 3-POLE SPACE ONLY A 225A 3-POLE SPACE ONLY S.O. 38 40 42 B C TOTAL CONNECTED LOAD PHASE A: 212.2 KVA PHASE B: 204.5 KVA PHASE C: 197.2 KVA TOTAL: 613.9 KVA/739.6 AMPS * - PROVIDE MANUFACTURED HANDLE LOCK CONNECTED LOAD PNL LA PNL LBPNL LC PNL LD PNL LE PNL l PNL L PNL LH PNL W PNL LK UGHNNG: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 RECEPTACLES: 7.4 32.0. 36.0 36.0 11.2 6.4 10.2 16.0 32.0 28.0 ELEC. HEAT: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COOLING: 0.0 0.0 0.0 0.0 0.0 2.8 0.0 0.0 0.0 0.0 MOTORS: 6.5 0.0 0.0 0.0 0.0 7.2 0.0 0.0 0.0 0.0 MISC. POWER: 4.8 0.0 0.0 0.0 0.0 3.9 0.0 0.0 0.0 0.0 TOTAL: 18.7 32.0 36.0 36.0 11.2 20.3 10.2 16.0 32.0 28.0 CONNECTED LOAD PNL 11 PNL HA PNL HB PNL HC PNL HD LIGHTING: 0.0 4-4.2 35.1 30.4 0.0 RECEPTACLES: 22.4 0.0 0.0 0.0 0.0 ELEC. HEAT: 0.0 0.0 0.0 0.0 0.0 COOLING: 0.0 0.0 0.0 0.0 213.3 MOTORS: 0.0 0.0 2.1 0.0 22.5 MISC. POWER: 3.5 0.0 0.0 0.0 0.0 TOTAL: 25.9 44.2 37.2 30.4 235.8 TOTAL KVA FACTO DEMAND LOAD 100% OF DEMAND: 500.1KVA LIGHTING: RECEPTACLES: 109.7 237.6 1.0 * 109.7 123.8 25 25% OF LARGEST MOTOR: 5.6 KVA ELEC. HEAT: .0 1.0 .0 H.P.ARGV-30) COOLING: 216.1 1.0 216.1 25% OF LIGHTING: 27.4 KVA MOTORS: 38.3 1.0 38.3 MISC. POWER: 12.2 1.0 12.2 TOTAL KVA: 533.1 KVA TOTAL: 613.9 KVA 500.1 KVA TOTAL AMPS (48OV-30): 642.3 AMPS * = 10 KVA + 50% OF REMAINDER 3 SERVICE SIZE CALCULATION E-5 NO SCALE I m No mN z WN N J j v) 0, co 2 ZIE�i41 0 N V1W mY'DP d0F9 iZN, L z n L N U OW NU%Nv LLJ 0 U o0PQ 0 f,m m z,Qo �¢-Zo i_irI�¢ u7 ¢ F o � v� o � 0 p N Fig � Q o co 0D Lmyi� Ln- G= CU v- Oq CL ~P�Ln >_a O N . F- O m �g o a 6 �QL� Lu -3oa o o W INCORPORATE D herschmanarchitects.com 5Q. FT. CALC5 RETAIL: ST,66M: 21 �) 5f= INSTALL: 1 Oro 5 51- TOTAL: CONCEPT: 30< KOF=' CONCEPT PATE: G.O.-21 FIXTURE REL. 12-11-0.4 Cx.O.-13 FIN,4L REL. 02-11-Oe> STORE NUM3ER: e� �/n a nn()/ t� LH � 0, - - Z LL. n7z , L_ d) 5I1D/FEf�P,MIT t SET , %I 01- 21- 0� I REV. DATE . I ,/_�, [--:-- . . - I .. 1 SCALE: NO SCALE PANELBOARD SCHEDULES AND RISERS 4 Q HVAC EQUIPMENT SCHEDULE WIRING INFORMATION LISTED BELOW IS SCHEDULED FOR ONLY ONE PIECE OF EQUIPMENT. FIELD VERIFY ALL POWER REQUIREMENTS, LOCATIONS, ELEVATIONS & CONNECTIONS OF EQUIPMENT BEFORE PROCEEDING WITH WIRING INSTALLATION AND REPORT ANY CONFLICTS IN WRITING TO THE ENGINEER OF RECORD. TAKE CARE, FAILURE TO REPORT ANY CONFLICTS OR CHANGES BEFORE PROCEEDING' WITH THIS WORK SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AT NO COST TO BEST TOTAL �_ J SUPPLY FAN BUY KVA a STARTER UNITS NOT IDENTIFIED WITH A QUANTITY MAY CHANGE DEPENDING '- FULL MINIMUM CONNECT BREAKER TYPE OF CONNECTION -DISCONNECT ON UNIT. SIZE OF CIRCUIT PROVIDED BY ELECTRICAL UPON REGIONAL CLIMATIC AREA. REFER TO MECHANICAL DRAWINGS. PER a UNIT MANUFACTURER NAME Z NOMINAL TO PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS BREAKER OR CONTRACTOR UNLESS CONTROL WIRING UNIT c NUMBER MODEL NUMBER z HP CFM LOCATION VOLTAGE KW AMPS AMPACITY PANEL O SIZE SE CONDUIT & COPPER WIRE OTHERWISE NOTED. REMARKS UNIT FUSE AT UNIT OTHERWISE NOTED. PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED KEY NOTES 2.4 --- ----- TRANE-YCC018F1L 1.5 1/4 600 --- 208-1 --- 11.2 13.2 --- 20-2 3/4"-2110 + 110 GROUND 30A-2P-NEMA 3RNUMBER -FUSIBLE DISCONNECT (2) 20A FUSES ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DN. 17 PROVIDE WIRING AND WP/GFIC, RECPT. MOUNT ON UNIT OR AS REQUIRED BY THE AUTHORI TY HAVING JURISDICTION. _____ Qj Q3 .8 1 RTU-10 TRANE-YCCO24F1L 2 1/4 800 ROOF 208-1 --- 13.2 15.7 LF 20-2 3/4"-2110 + 1#10 GROUND 30A-2P-NEMA 313-FUSIBLE DISCONNECT (2) 20A FUSES ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DN. 17 PROVIDE WIRING AND WP/GFIC, RECPT. MOUNT ON UNIT OR AS REQUIRED BY THE AUTHORITY HAVING N JURISDICTION. RTU-10 --- ----- TRANE-YHC036A4M 3 1/3 1200 480-3 =_= 7.0 8.3 --- 20-3 3/4w-3#10 + 110 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 15 -3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DN. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER 0 0 7.8 1 RTU-9 TRANE-YHC048A4M 4 1 1600 ROOF 480 3 9.4 11.0 HD 20-3 3/4 -3#10 + 110 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 15-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DN. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER ® RTU-9 1 RTU-8 TRANE-YHC060A4M 5 1 1950 ROOF 480-3 --- 11.9 13.9 HD 20-3 3/4"-3110 + 1#10 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 20-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DIV. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER 0 ® RTU-8 --- ----- TRANE-YHC072A4M 6 1 2400 480-3 --- 15.0 17.5 --- 30-3 3/4'-3#10 + 1#10 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 25-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DN. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER 14.8 ® ----- --- ----- TRM1E-YHC092A4M 7.5 2 3000 =_= 480-3 =_= 17.8 19.3 --- 30-3 3/4M-3#10 + 1 10 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 25-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DIV. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER • --- ----- TRANE-YHC102A4M 8.5 2 3400 480-3 19.6 21.3 --- 30-3 3/4 -3#10 + 1#10 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 0 25-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DN. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER 19.1 1 RTU-7 TRANE-YHC120A4L 10 3 4000 ROOF 480-3 --- 23.0 24.9 HD 30-3 3/4"-3110 + 1#10 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 30-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DIV. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER 23.3 0 ® RTU-7 --- ----- TRANE-YCD151C4L 12.5 3 5000 480-3 --- 28.0 31.0 --- 40-3 3/4"-3#8 + 1110 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 40-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DIV. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER29.4 0 _____ 6 RfU-1-6 TRANE-YCD181C4L 15.0 3 6000 ROOF 480-3 --- 35.4 40.0 HD 50-3 1"-3#6 + 1110 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 50-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DN. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER 0 � � ® RTU-1-6 9 --- ----- TRANE-YCD211C4L 17.5 5 ---i- - - 7000 480-3 --- 40.8 46.0 --- 60-3 1'-3#6 + 1110 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 60-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DIV. 17 PROVIDE WIRING FOR WP/GFIC, RECPT. FURNISHED ON UNIT BY MANUFACTURER 1 --- ----- TRANE-YCD241C4L 20.0 5 8000 --- 480-3 --- 48.2 53.0 --- 60-3 1"-3 6 + 1110 GROUND CIRCUIT BREAKER ON UNIT BY MANUFACTURER 60-3 ON UNIT TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DIV. 17 PROVIDE WIRING FOR WP/GFIC, RECPT, FURNISHED ON UNIT BY MANUFACTURER 0.9 1 FC-1 BCHC 054 G 1 - 1/2 1200 VESTIBULE 480-3 --- 1.1 1.4 HB 15-3 3/4'-3#12 + 1112 GROUND 20A-3P-NF-NEMA 1 LOCKABLE DISCONNECT LOCATED NEXT TO FAN COIL NA ON UNIT SENSOR &CONTROL WIRING BY DIVISION 15. EMPTY CONDUIT PROVIDED BY DIVISION 16, SEE KEY NOTE 3. ELECTRIC HEATER COIL AND FAN MOTOR. SINGLE POINT CONNECTION. Qt FC-1 7 - 1.2 1 VAV-1 TRANE-VPEF-080317 - 1/3 105-350 SALES DEVELOPMENT 277-1 1.0 4.3 5.4 HB 15-1 1/2'-2112 + 1#12 GROUND TOGGLE SWITCH NA NA TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DN. 17 1. VAV-1 0.1 1 VAV-2 TRANE-VCCF-08 - - 60-200 ADMIN. OFFICE 120-1 - 0.9 1.2 LF 15-1 1/2"-2112 + 1112 GROUND TOGGLE SWITCH NA NA TRACER CONTROL SYSTEM BY MANUFACTURER, EMS WIRING PROVIDED BY DIV. 17 ELECTRICAL CONTRACTOR TO MAKE CONNECTIONS TO TRANSFORMER SUPPLIED WITH UNIT. 0 Q3 VAV-2 0.9 1 ;EF- COOK 120C 36 - 1/4 -- MENS & WOMENS RESTROOMS 120-1 - 7.5 9.4 LF 15-1 1/2"-2112 + 1#12 GROUND TOGGLE SWITCH WP NA ON UNIT CONTROLLED BY EMS. UNLESS OTHERWISE NOTED. PROVIDE RELAY AND INTERLOCK WITH EMS SYSTEM BY DIVISION 16. PROVIDE WIRING TO MOTORIZED DAMPER AS REQUIRED. SEE MECHANICAL DRAWINGS. ® EF-1 0.9 1 EF-2 COOK 120C 38 - 1/4 -- ELECTRICAL ROOM 120-1 - 7.5 9.4 LF 15-1 1/2"-2112 + 1#12 GROUND TOGGLE SWITCH WP NA ON UNIT REVERSE - ACTING THERMOSTAT BY DIVISION 15. EMPTY CONDUIT PROVIDED BY DMSION POWER ROOF FAN. PROVIDE RELAY AND ENCLOSURE. REVERSE ACTING LINE VOLTAGE COOLING THERMOSTAT BY 16, SEE KEY NOTE 3. DIVISION 15. PROVIDE WIRING TO MOTORIZED DAMPER AS REQUIRED. SEE MECHANICAL DRAWINGS. ® EF-2 0.9 1 EF-3 COOK 120C 36 - 1/4 -- I.S.C. 120-1 - 7.5 9.4 LA 15-1 1/2'-2#12 + 1#12 GROUND TOGGLE SWITCH WP NA ON UNIT I.S.C. H.I.D. ROOM LIGHT SWITCHES POWER ROOF FAN. PROVIDE RELAY AND ENCLOSURE. INTERLOCK WITH ROOM H.I.D. UGHT FIXTURES BY DIVISION 16. PROVIDE WIRING TO MOTORIZED DAMPER AS REQUIRED. SEE MECHANICAL DRAWINGS. ® EF-3 0.5 1 ff-4 COOK GEMINI GC-120 - FRAC. -- L.P. OFFICE 120-1 - 4.4 5.5 LF 15-1 1/2"-2112 + 1#12 GROUND TOGGLE SWITCH NA NA NO CONTROL FAN SHALL RUN CONTINUOUSLY 0 EF-4 0.7 4 UH-1 - 4 REZNOR-UDBS-150 - 1/4 -- I.S.C./RECEIVING 120-1 - 5.8 7.3 LA/LF 15-1 1/2"-2112 + 1/12 GROUND HP RATED FUSESTAT TOGGLE SWITCH (1) 9AMP FUSE ON UNIT THERMOSTAT & CONTROL WIRING BY DIVISION 15. EMPTY CONDUIT PROVIDED BY DMSION GAS UNIT HEATER PROVIDED BY DIVISION 15. 16, SEE KEY NOTE 3. Q1 Q3 UH-1 - 4 3.6 1 AIR COMP. CAMBELL HAUSFlEIRE-41271 - 3.1 __ I.S.C. 208/240-1 - 17.3 21.6 LA 20-2 3/4"-2#10 + 1 10 GOUND SINGLE-RCPT.-20 AMP, VERIFY PIN CONFIGURATION BEFORE INSTALLING. NA NA BY MANUFACTURER GRAINGER-SPEEDAIRE-4B228 PORTABLE AIR COMPRESSOR. 20A CORD AND PLUG PROVIDED WITH AIR COMPRESSOR. Q1 AIR COMP. 1.7 1 WH-1 STATE P6-17-10MS-K - - -- I.S.C. 120-1 1.7 14.2 17.6 LF 20-1 1/2"-2112 + 1#12 GROUND TOGGLE SWITCH NA NA BY MANUFACTURER __ WH-1 I- 3.0 0 P-1 WEIL - 1603 - 2 -- TRENCH DRAIN 480-3 - 3.4 5.4 HD 15-3 3/4"-3#10 + 110 GROUND 30A-3P-F-NEMA 1 LOCKABLE DISCONNECT LOCATED INSIDE 30A-3P-NF-NEMA 3R LOCKABLE DISCONNECT LOCATED OUTSIDE WITHIN SITE OF MOTOR (3) 6A FUSES STARTER SIZE 00 FLOAT SWITCH TO CONTROL MOTOR STARTER EXPLOSION PROOF SUMP PUMP, PROVIDE ALL EXPLOSION PROOF WIRING, DISCONNECTS, ETC AS REQUIRED. INSTALL PER NEC REQUIREMENTS. Q1 P-1 0.2 0 HT-1 ------ - - -- SUMP BASIN 120-1 T- 1.7 2.1 --- 15-1 GFP 1/2"-2#12 + 1#12 GROUND WEATHER PROOF TOGGLE SWITCH WITH LOCKABLE COVER LOCATED OUTSIDE OF EXPLOSION PROOF AREA WITH -IN SIGHT OF SUMP BASIN. NA NA SELF REGULATING EXPLOSION PROOF HEAT TAPE. © 11.7 0 B-1 MARATHON-V-6030HD - 10 -- RECEIVING HT-1 480-3 - 14.0 17.5 HD 30-3 3/4'-3#10 + 1110 GROUND 30A-3P-NEMAI-ON UNIT BY MANUFACTURER. (VERIFY WITH MANUF.) NA ON UNIT BY MANUFACTURER BY MANUFACTURER VERTICAL BALER. PANEL BOX/CONTROLS, OFF/ON SECURITY KEY SWITCH, EMERGENCY STOP BUTTON BY MANUFACTURER Qj B-1 KEY NOTES FOR HVAC SCHEDULE: GENERAL HVAC NOTES: 1. FUSES USED TO PROTECT MOTORS FROM THERMAL OVERLOAD SHALL HAVE 5. IDENTIFICATION OF BRANCH CIRCUIT CONDUCTORS 1Q SEE E-5 PANEL SCHEDULE TO LOCATE PANEL AND CIRCUIT 3O. ELECTRICAL CONTRACTOR TO PROVIDE 4" X 4' BOX, SINGLE 5Q. LOCATED INSIDE DISCONNECT NEAR LOADING DOCK. OUTSIDE THE FUSE TYPE AND CLASS PERMANENTLY MARKED ON THE PANEL DOOR ALL BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED AT ALL TERMINATIONS FOR ALL EQUIPMENT USED AS SHOWN ON THIS GANG MUD RING, 3/4" EMPTY CONDUIT STUBBED UP FROM WALL DISCONNECT SHALL BE LOCATED WITHIN SIGHT OF THE MOTOR & DISCONNECTS. JUNCTIONS, RECEPTACLES, SPLICES AND TERMINATIONS. WHEN A NEUTRAL SCHEDULE. FIELD VERIFY VOLTAGE AND ALL ELECTRICAL OR COLUMN TO JOIST SPACE OR CEILING SPACE ACCEPTABLE TO BUT OUTSIDE OF THE HAZARDOUS AREA. 2• ROOF CONDUITS & WIRES (XHHW-2) SHALL BE DESIGNED FOR DRY & CONDUCTOR IS REQUIRED, THE NEUTRAL CONDUCTOR SHALL BE IDENTIFIED REQUIREMENTS BEFORE PROCEEDING WITH THIS WORK. BEST BUY AND CONTROL WIRING CONTRACTOR. SE MECHANICAL WITH CORRESPONDING PHASE CONDUCTOR WHICH FORMS THE BRANCH WET LOCATIONS WITH A MINIMUM OF 90'C/194'F &BLOCKED UP FOR AIR 2 DRAWINGS FOR SENSOR LOCATIONS AND MOUNTING HEIGHTS. ©HEAT TAPE FURNISHED AND INSTALLED BY OTHERS, SEE CIRCUIT. DUCT SMOKE DETECTORS AND MECHANICAL DRAWINGS. WIRED BY THE ELECTRICAL CONTRACTOR. CIRCULATION. HOWEVER. AVOID RUNNING CONDUITS OUTSIDE AND ON THE Q AND/OR NON DUCTED RELAYS FURNISHED BY FIRE ROOF, USE ONLY THE ROOF TOP CURBS/JACKS PROVIDED FOR WIRING 6. WHERE UNGROUNDED CONDUCTORS ARE INCREASED IN SIZE, EQUIPMENT ALARM CONTRACTOR AND INSTALLED BY DIVISION 15 IN THE RETURN ® RUN CONDUIT INSIDE OF ROOF CURB FOR LINE AND LOW PROVIDE EXPLOSION PROOF WIRING AS REQUIRED PER N.E.C. OF ALL THE HVAC &EXHAUST FANS SCHEDULED GROUND CONDUCTORS, WHERE INSTALLED, SHALL BE INCREASED IN SIZE AND/OR THE SUPPLY OF EACH UNIT AS REQUIRED BY AUTHORITY HAVING VOLTAGE WIRING. COORDINATE THIS WORK WITH MECHANICAL AND PROPORTIONATELY ACCORDING TCIRCULAR MIL AREA OF THE JURISDICTION AND WIRED BY THE ELECTRICAL CONTRACTOR FOR BOTH EMS CONTRACTORS. HOWEVER, IF LOCAL CODES, AUTHORITY 3• SEE ROOF PLAN DETAIL 13/E- FOR HVAC & EXHAUST FAN UNGROUNDED CONDUCTORSPOWER AND FOR CONTROL WIRING TO SHUT THE UNIT DOWN UPON HAVING JURISDICTION OR UNITS DO NOT ALLOW CONDUITS TO . LOCATIONS. DETECTION OF SMOKE. THE FIRE ALARM CONTRACTOR SHALL PROVIDE RUN INSIDE OF ROOF CURB PROVIDE OUTSIDE ROOF JACKS, ADDITIONAL WIRING` AND PILOT LIGHT TEST SWTCHES TO THESE UNITS AS HARDWARE, WP DISCONNECTS, JUNCTION BOXES, ETC. NEEDED TO 4. BEFORE PROCEEDING WITH THE HVAC WIRING, VERIFY ALL CONDUIT AND REQUIRED BY THE FIRE MARSHALL., LOCAL, OR STATE CODES. IF REQUIRED, MEET THESE REQUIREMENTS. COORDINATE THIS WORK WITH THE WIRE FOR PROPER SIZES AND REPORT ANY CONFLICTS TO THE ENGINEER OF RECORD. MOUNT PILOT LIGHT TEST SWITCHES ON COLUMNS NEXT TO RTUs AT 8'-0' ROOFING CONTRACTOR AND GENERAL CONTRACTOR BEFORE A.F.F.. OR AS DIRECTED BY THE FIRE MARSHALL BIDDING AND INCLUDE THIS ADDITIONAL COST FOR THIS WORK IN YOUR BID TO BEST BUY. (iD ABBREVIATIONS NA NOT APPLICABLE AHJ AUTHORITY HAVING JURISDICTION AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE WP WEATHER PROOF FH FUSE HOLDER MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY NIC NOT IN CONTRACT GFP GROUND FAULT PROTECTION E-6 3 SYMBOL SCHEDULE SWITCH - SINGLE POLE TOGGLE. j3 SWITCH - THREE-WAY TOGGLE. $OS SWITCH - ROOM OCCUPANCY SENSOR WALL RECEPTACLE - DUPLEX STRAIGHT BLADE. WALL RECEPTACLE - FOURPLEX STRAIGHT BLADE. 0 GF1 WP RECEPTACLE - DUPLEX STRAIGHT BLADE, GROUND FAULT INTERRUPTER, WEATHER PROOF. ® FLOOR DUPLEX RECEPTACLE. ® SPECIAL PURPOSE RECEPTACLE .Q� MOTOR - HORSEPOWER, VOLTAGE AND PHASE AS NOTED ON DRAWINGS. NON -FUSED DISCONNECT SW.- SIZE AS NOTED ON DWGS. FUSED DISCONNECT SW.- SIZE AS NOTED ON DWGS. MAGNETIC MOTOR STARTER - SIZE AS NOTED ON DRAWINGS. JUNCTION BOX - WALL, CEILING. SWITCHBOARD OR PANELBOARD. ® FIRE SMOKE DAMPER ® MOTORIZED DAMPER ® RELAY TD LOW VOLTAGE CONTROL TRANSFORMER. ® BELL BUZZER 0 PUSHBUTTON CONTROL STATION. 0 THERMOSTAT (BY MECHANICAL CONTRACTOR OR AS INDICATED). ❑ FIRE ALARM DEVICE SS - SOUND STROBE FS - FLOW SWITCH TS - TAMPER SWITCH -•-•-•-•-•-•-•-•- HOLOFLEX FLEX MODULAR WIRING USED FOR FIXTURE TYPE HA & HB. ----- RELOC FLEX MODULAR WIRING USED FOR FIXTURE TYPE "X3". ---------- FLEXIBLE CONDUIT - - - - - - CONDUIT - IN OR BELOW FLOOR SLAB OR BELOW FINISHED GRADE. CONDUIT - CONCEALED ABOVE CEILINGS, IN WALLS IN FINISHED AREAS, OR EXPOSED IN UNFINISHED AREAS. CONDUIT HOMERUN TO PANEL CROSSMARKS INDICATE NUMBER OF CONDUCTORS. DOT ON CROSSMARK INDICATES EQUIPMENT GROUNDING CONDUCTOR. 5 Enlarged Electrical Power Plan at Front Offices SCALE: 1/4" = F-O" cn Of Of 0 J U k v 0 TE 0 z z 0 0 Of 0 I 0 ELECTRICAL EQUIPMENT SHALL FIT INTO ROOM AND MEET ALL N.E.C. CLEARENCES r� MDP x HD LA-14 TCM2/HA x LA/LB LM x LC/LD 3'-9" MINIMUM DPI x T1 XFMR ELECTRICAL x LA-16 BCU SUMMIT x x I I T2 DP2 LH/LF LK/LE/LJ ' XFMR I _ ELECTRICAL r i I LF-40,42 TCM1/3 ' XFMR LG HB HC __ I I 14'-0" VERIFY ROOM LENGTH AND WIDTH I WITH ARCHITECTUAL DRAWINGS ELECTRICAL EQUIPMENT SHALL FIT INTO ROOM AND MEET ALL N.E.C. CLEARANCES I I 13 Electrical Room Modular Wall Layout SCALE: 1/4" = 1'-O" SEE SHEET E-2 FOR GENERAL YVHLL UADIINL I r UrC LA II\H NMI IIVINLKb 1 rmuuu . I FURNISHED I BY OTHERS AND INSTALLED 60" A.F.F. TO TOP OFCABINET BY THE ELECTRICAL CONTRACTOR. " 32" fo 42" 36" LF LH LE LK T-2 DP2 LJ �4 r ELECTRICAL ELECTRICAL ELE ®GAL I I \\ I I : o I 1 I I 0 LF-2s C 3/4" 2#10+1#10 GND J I 1 REFER TO 1/E-6, HVAC EQUIPMENT SCHE�UrE; FOR THE NUMBER AND SIZES OF FEEDER NDUCTORS AND PANEL CONNECTIONS FOR VAC EQUIPMENT. 1 REFER TO E-5, PANELBO R SCHEDULE AND RISERS, FOR THE C S FOR HVAC EQUIPMENT. j COORDINATE EXACT MOUNTING LOCATION WITH BEST BUY AND THE ARE MARSHAL BEFORE ROUGH —IN. 0 0 0 GENERAL NOTES: 1. MODULAR WALLS SHALL BE USED FOR BEST BUY STORES. MODULAR WALL SUPPLIER SHALL COORDINATE MODULAR WALL LAYOUT, WIREWAYS, EQUIPMENT, & ALL EQUIPMENT DIMENSIONS WITH THE ELECTRICAL CONTRACTOR BEFORE BUILDING MODULAR WALLS. THE ELECTRICAL CONTRACTOR SHALL WORK WITH MODULAR WALL SUPPLIER SO THAT THE MODULAR PANEL WALLS ARE CORRECT AND WILL FIT INTO PLACE MEETING ALL N.E.C. CODES BEFORE SHIPPING EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUITS AND WIRING INSTALLATION BEFORE ROUGH —IN TO ENSURE THAT THE CONDUITS AND WIRING ARE CORRECT FOR EACH MODULAR WALL SECTION, PANELBOARD AND TRANSFORMER. NO EXCEPTIONS. TAKE CARE ANY ADJUSTMENTS OR CHANGES WILL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AT NO COST TO BEST BUY. 2• PROVIDE CLEAR SPACE AROUND TRANSFORMERS AS PER MANUFACTURER'S RECOMMENDATIONS, DO NOT STACK TRANSFORMERS ONE ABOVE THE OTHER. 3• THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL UTILITY SERVICE EQUIPMENT INCLUDING, PULL SECTION, C.T./P.T. CABINET, SERVICE DISCONNECT, PULSE METER, METER BASE, CONDUIT, WIRING, ETC. PER LOCAL UTILITY Co. REQUIREMENTS, AND IF APPLICABLE COORDINATE THESE DIMENSIONS WITH THE MODULAR WALL SUPPLIER. 4. TO DETERMINE IF THE ELECTRICAL CONTRACTOR OR BEST BUY WILL FURNISH THE TRANSFORMERS AND THE MODULAR WALLS SEE ELECTRICAL SPECIFICATIONS DIVISION 16. IF NOT INDICATED IN DIVISION 16 THE ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL AND WIRE COMPLETE. IF BEST BUY FURNISHES THE TRANSFORMERS AND THE MODULAR WALLS THE ELECTRICAL CONTRACTOR SHALL UNLOAD, INSTALL AND WIRE COMPLETE. APPROXIMATE DIMENSIONS FOR INDIVIDUAL PIECES OF EQUIPMENT FOR REFERENCE ONLY BASED ON EQUIPMENT MANUFACTURED BY SIEMENS. DO NOT USE DIMENSIONS FOR MODULAR ROOM LAYOUTS. CONTACT APPROVED MODULAR WALL SUPPLIERS FOR APPROPRIATE DIMENSIONS. NOT ALL EQUIPMENT LISTED BELOW IS ALWAYS SHOWN ON PLANS. SERVICE ENTRANCE PANELS TRANSFORMERS INDOOR INDOOR T-1 150 KVA 32"w X 27 d 800 Ibs, PULL SECTION 38"w X 24"d 800A MAIN SECTION 42"w X 24"d T-2 150 KVA 32"w X 27"d 800 lbs. INDOOR OUTDOOR T-3 30 KVA 20"w X 16"d 250 Ibs, C.T./PULL SECTION 42"w X 24"d 800A MAIN SECTION 42"w X 38"d OUTDOOR C.T./PULL SECTION 42"w X 38"d 800A MDP 36"w X 10"d DISCONNECTS LG 100A-3P 9"w X 7"d DPI & DP2 60OA-3P 28"w X 10"d HA 24"w X 8"d HB HC HDa HDb DP1 36"w X 10"d DP2 LA 20"w X 6"d LB LC LD LE LF LH LJ LK LM LG APPROVED MODULAR WALL VENDORS TO DETERMINE WHICH APPROVED MODULAR WALL VENDOR TO USE REFER TO VENDOR INFORMATION IN SPECIFICATION DIVISION 16 CAROLINA PRODUCTS INC. TOMMY GARVER/RON SHERWOOD 1132 PRO AM DRIVE CHARLOTTE, NC 28211 PHONE: 800-736-4455 FAX: 704-367-1216 USES SQUARE D EQUIPMENT i SURFACE MOUNTED ARE ALARM PANEL. COORDINATE EXACT MOUNTING LOCATION WITH BEST BUY AND THE ARE MARSHAL BEFORL ROUGH —IN. 16 Enlarged Electrical Power Plan at Back Offices SCALE: 1/4" = 1'-O" [a - ---------------- ---- ------------- iI I J i I I : I -- _-------------------------- ------------------------------- ---------_ -i - - i I I I ._•----------------- - - - - - - - -- - - ------ ---- -- � - I I I 1 I i I I I I N� W dN Z LUN N FN J 0, z a N Z N OW N's (/1W NY�U ❑ 'z IQPN P W OW NN P U 0 v I a 0 rr m ID �ZQI�Q� < o o Q � o N CD LL m Q N N fj C3 > co rn (lJ z o rmg CD m a -3oa ❑ Ir I N C O R P O R A T E D SQ. FT. CALCS RETAIL: 2 SO-4 &F STAGING: _215 5F INSTALL: 10(0 5 Sf TOTAL: 302(o-4 &F CONCEPT: 30K <OF CONCEPT DATE: 05 - 0(0- 04 G.O.-21 FIXTURE REL. 12-11-04 Cz.O.-13 FINAL REL. 02-11-05 STORE NUMBER: • 0 . Q _ LH O -Z q O/i=ERMIT SET 07 -27 -0-4 ., REV. DATE 0 0 SCALE: AS NOTED ELECTRICAL DETAILS Em7 WARNING DO NOT TURN ON 120 VOLT POWER TO DOOR CONTROLLER UNTIL " 120V POWER PROVIDED BY THE ELECTRICAL CONTRACTOR WITH 1 2 ALL WIRE CONNECTIONS HAVE BEEN SPLICED, CONNECTED AND / 120V POWER PROVIDED BY THE ELECTRICAL CONTRACTOR WITH 1/2" THE ELECTRICAL CONTRACTOR WITH 1/2" VERIFIED FOR PROPER CONNECTION TO DOOR CONTROLLER TERMINAL SURFACE MOUNTED CONDUIT DOWN WALL TO DOOR CONTROLLER. SURFACE MOUNTED CONDUIT DOWN WALL TO DOOR CONTROLLER. DOWN WALL TO DOOR CONTROLLER. STRIP AND PANIC BAR, FAILURE TO DO SO MAY CAUSE DAMAGE TO FIRE ALARM CABLE PROVIDED BY THE ELECTRICAL CONTRACTOR WITH FIRE ALARM CABLE PROVIDED BY THE ELECTRICAL CONTRACTOR WITH SURFACE MOUNTED CONDUIT 120V POWER PROVIDED BY POWER SUPPLY AND/OR HARDWARE. �1/2" SURFACE MOUNTED CONDUIT DOWN WALL TO DOOR 1/2" SURFACE MOUNTED CONDUIT DOWN WALL TO DOOR FIRE ALARM CABLE PROVIDED BY THE ELECTRICAL CONTRACTOR WITH r 1/2" SURFACE MOUNTED CONDUIT DOWN WALL TO DOOR I II 3/4 EMPTY CONDUIT FROM TOP OF BAR JOIST LOCATED IN SALES FLOOR CONCEALED DOWN WALL TO FLUSH MOUNTED STUB NEAR BOTTOM 2-GANG JUNCTION BOX WITH STAINLESS STEEL COVER AT 3/4" EMPTY CONDUIT FROM TOP OF BAR JOIST ' 3/4" EMPTY CONDUIT FROM TOP OF BAR JOIST 1 CONCEAL ii OF BAR JOIST BUSHED 8-6" A.F.F.. SECURITY WIRING, HARDWARE AND CONNECTIONS i LOCATED IN SALES FLOOR CONCEALED DOWN WALL LOCATED IN RECEIVING AREA CONCEALED DOWN � I 3/4" EMPTY CONDUITIII PROVIDED BY SECURITY CONTRACTOR I TO FLUSH MOUNTED 2-GANG JUNCTION BOX WITH i ' WALL TO FLUSH MOUNTED 2-GANG JUNCTION BOX SECURITY MOTION STAINLESS STEEL COVER AT 8-6" A.F.F.. SECURITY ; WITH STAINLESS STEEL COVER AT 8-6" A.F.F.. FLUSH MOUNTED JUNCTION BOX IN WALL. PROVIDE 4"X4" i DETECTOR WIRING, HARDWARE AND CONNECTIONS PROVIDED BY ' SECURITY WIRING, HARDWARE AND CONNECTIONS ! 4"X4" BOX w/COVER FOR EXTENSION RING AND BLANK COVER WITH 3 4" SURFACEEMERGENCY i SECURITY CONTRACTOR 4"X4" BOX w/COVER II / FACTORY INSTALLED AUXILIARY DOOR HORN MOUNTED ON ENCLOSURE ; PROVIDED BY SECURITY CONTRACTOR ' FOR MOTION DEFECTOR �(� II SECURITY DOOR CONTACT MOUNTED CONDUIT TO DOOR CONTROLLER. ELECTRICAL BATTERY UNIT-�= COVER. EMERGENCY BATTERY UNIT FACTORY INSTALLED AUXILIARY DOOR HORN MOUNTED ON ENCLOSURE EMERGENCY BATTERY UNIT FACTORY INSTALLED AUXILIARY DOOR HORN MOUNTED ON ENCLOSURE ' COVER. COVER. CONTRACTOR SHALL PROVIDE TEN #14 GAUGE WIRES. EXIT SIGN EXIT ' EXIT SIGN ' FI(R EXIT SIGN 11 REMOTE DOOR CONTROLLER AND ENCLOSURE FURNISHED BY DOOR SECURITY MOTION DETECTOR -- -{ REMOTE DOOR CONTROLLER AND ENCLOSURE FURNISHED BY DOOR SECURITY MOTION DEFECTOR — REMOTE DOOR CONTROLLER AND ENCLOSURE FURNISHED BY DOOR ELECTRICAL CONTRACTOR SHALL PROVIDE CONCEALED _ 6" HARDWARE SUPPLIER SHALL BE SURFACE MOUNTED ON WALL ABOVE ELECTRICAL CONTRACTOR SHALL PROVIDE CONCEALED ---� ' 6" HARDWARE SUPPLIER SHALL BE SURFACE MOUNTED ON WALL ABOVE ELECTRICAL CONTRACTOR SHALL PROVIDE CONCEALED —�-' 6 HARDWARE SUPPLIER SHALL BE SURFACE MOUNTED ON WALL ABOVE 3/4" EMPTY CONDUIT FROM FLUSH MOUNTED HINGE THE DOOR BY THE ELECTRICAL CONTRACTOR. HINGE' 3/4" EMPTY CONDUIT FROM FLUSH MOUNTED I THE DOOR BY THE ELECTRICAL CONTRACTOR. " 2-GANG JUNCTION BOX DOWN WALL TO DOOR SIDE I� HINGE 3/4 EMPTY CONDUIT FROM FLUSH MOUNTED THE DOOR BY THE ELECTRICAL CONTRACTOR. FRAME FOR SECURITY DOOR CONTACT WIRING. SIDE FLEXIBLE CONDUIT WITH TEN CONDUCTOR CABLE FURNISHED WITH 2-GANG JUNCTION BOX DOWN WALL TO DOOR HINGE SIDE FLEXIBLE CONDUIT WITH TEN CONDUCTOR CABLE FURNISHED WITH 2-GANG JUNCTION BOX DOWN WALL TO DOOR SIDE FLEXIBLE CONDUIT WITH TEN CONDUCTOR CABLE FURNISHED WITH DOOR FRAME. ELECTRICAL CONTRACTOR TO CONNECT CONCEALED FRAME FOR SECURITY DOOR CONTACT WIRING. DOOR FRAME. ELECTRICAL CONTRACTOR TO CONNECT CONCEALED FRAME FOR SECURITY DOOR CONTACT WIRING. DOOR FRAME. ELECTRICAL CONTRACTOR TO CONNECT CONCEALED SECURITY DOOR CONTACTS FLEXIBLE CO OR WITH CABLE FROM PANIC BARS AND RUN CABLE SECURITY DOOR CONTACTS FLEXIBLE CONDUIT WITH CABLE FROM PANIC BAR AND RUN CABLE SECURITY DOOR CONTACTS FLEXIBLE CONDUIT WITH CABLE FROM PANIC BAR AND RUN CABLE LATCH LATCH THROUGH DOOR FRAME TO DOOR CONTROLLER AND FROM TWO GANG LATCH THROUGH DOOR FRAME TO DOOR CONTROLLER. ELECTRICAL SIDE SIDE FLUSH MOUNTED JUNCTION BOX TO DOOR CONTROLLATCH SIDE ONTRACTOR SHALL COORDINATE THIS WORK W THROUGH DOOR FRAME TO DOOR CONTROLLER. ELECTRICAL LER. ELECTRICAL SIDE CONTRACTOR SHALL COORDINATE THIS WORK WITH DOOR INSTALLER. WITH DOOR INSTALLER. CONTRACTOR SHALL COORDINATE THIS WORK WITH DOOR INSTALLER. WARNING WARNING DO NOT TURN ON 120 VOLT POWER TO DOOR CONTROLLER UNTIL ' DO NOT TURN ON 120 VOLT POWER TO DOOR CONTROLLER UNTIL ' � NOTE: PANIC BAR HARDWARE SHALL MEET ALL STATE AND LOCAL ALL WIRE CONNECTIONS HAVE BEEN SPLICED, CONNECTED AND ' � 39�`9 16" 39 9 16" 39 9/16`" NOTE: PANIC BAR HARDWARE SHALL MEET ALL STATE AND LOCAL ALL WIRE CONNECTIONS HAVE BEEN SPLICED, CONNECTED AND 39 9 bfi" NOTE: PANIC BAR HARDWARE SHALL MEET ALL STATE AND LOCAL f % CODE REQUIREMENTS. VERIFIED FOR PROPER CONNECTION TO DOOR CONTROLLER TERMINAL TO CENTER CODE REQUIREMENTS. VERIFIED FOR PROPER CONNECTION TO DOOR CONTROLLER TERMINAL / TO CENTER TO,ENTER STRIP AND PANIC BAR. FAILURE TO DO SO MAY CAUSE DAMAGE TO POWER SUPPLY AND/OR HARDWARE. STRIP AND PANIC BAR. FAILURE TO DO SO MAY CAUSE DAMAGE TO TO CENTER CODE REQUIREMENTS. POWER SUPPLY AND/OR HARDWARE. ELECTRICAL CONTRACTOR TO REFER TO WIRING DIAGRAMS SUPPLIED WITH DOOR HARDWARE FOR CONNECTIONS FROM PANIC ELECTRICAL CONTRACTOR TO REFER TO WIRING DIAGRAMS SUPPLIED WITH DOOR HARDWARE FOR CONNECTIONS FROM ELECTRICAL CONTRACTOR TO REFER TO WIRING DIAGRAMS SUPPLIED WITH DOOR HARDWARE FOR CONNECTIONS FROM BAR TO DOOR CONTROLLER. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE AND SHALL MAKE ALL WIRING CONNECTIONS PANIC BAR TO DOOR CONTROLLER. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE AND SHALL MAKE ALL WIRING PANIC BAR TO DOOR CONTROLLER. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE AND SHALL MAKE ALL WIRING AT PANIC BAR, JUNCTION BOXES AND DOOR CONTROLLER FOR A COMPLETE AND WORKING DOOR SYSTEM. CONNECTIONS AT PANIC BAR AND DOOR CONTROLLER FOR A COMPLETE AND WORKING DOOR SYSTEM. CONNECTIONS AT PANIC BAR AND DOOR CONTROLLER FOR A COMPLETE AND WORKING DOOR SYSTEM. 1 Exterior ISC Waiting Door with Motion and Door Contact TYP. x MOD. 2 Ext. Double Door with Contact, Motion, and Exit Control TYP. x MOD. Ext. Single Door with SCALE: N.T.S. SCALE: N.T.S. 3 g Contact, Motion, and Exit Control TY�XMOD. 4 Receiving Man Door with Contact, Motion, and Exit Control TYP. x MOD. SCALE: N.T.S. SCALE: N.T.S. I I I I BOTTOM CHORD OF BAR JOIST. (TYPICAL) REEL WITH CORD CAP SECURE 4"x4"x1 1/2" JUNCTION STUB NEAR BOTTOM OF BAR STUB NEAR BOTTOM OF STUB NEAR BOTTOM OF BAR JOIST BUSHED (TYPICAL-3 / TO TOP OF JOIST BUSHED STUB NEAR BOTTOM OF BAR JOIST BUSHED EXTEND UNISTRUT A ) (2)XDUPLEX RECEPTACLES UNISTRUT, FAC NG BAR JOIST BUSHED UP TOWARD THE CEILING DECK. 3/4" EMPTY SURFACE CONDUIT 3/4" EMPTY SURFACE CONDUIT MINIMUM OF 6" BEYON� PROVIDE INDUSTRIAL COVER PLATE. 3/4" EMPTY SURFACE CONDUIT BAR JOIST. (TYPICAL) 3/4" EMPTY SURFACE CONDUIT 4" 4"X4" BOX w/COVER FOR 4"X4" BOX WITH COVER FOR SECURITY o ° ° (� POOO o 0 SECURITY CONTACT ON LATCH DUPLEX RECEPTACLE FOR 4" 4 1 1/2" UNISTRUT SIDE OF DOOR DOCK LIGHTS 096" AFF 1 1/2" UNISTRUT r - r - -1 r - ON TOP OF BOTTOM i i i i i i MOUNTED AND SECURED 4- D AND SECURED! i i i i i CROSS MEMBER 0 0 CHORD OF BAR JOIST. I I I I I I ON TOP OF UNISTRUT. 12" (TYPICAL-2)L (TYPICAL-3) 7 DOCK LIGHT MOUNTING ! I 7 ! SURFACE MOUNTED DOCK LEVELER BRACKETS 0 72 TO BOTTOM L --J L_ L _ CONTROL BUTTON. OF BRACKET. _ 0 3/4" EMPTY SURFACE CONDUIT 4"JUNCTION 3/4" EMPTY SURFACE CONDUIT o °fol 0 0 BOX MOUNTED ELECTRICAL EXTENSION CORD POWER 36" NEXT TO FLOOR REEL FURNISHED BY OTHERS AND 48" INSTALLED BY THE ELECTRICAL 3/4" RIGID STEEL CONDUIT. CONTRACTOR, MOUNT AND SECURE TO 0 UNDERSIDE OF UNISTRUT. i ELECTRICAL EXTENSION CORD HAND LAMP FLUORESCENT REELS FURNISHED BY OTHERS AND PROVIDE UNDERGROUND OR OVERHEAD � K-TO DOCK LEVELER. INSTALLED BY THE ELECTRICAL CONTRACTOR. CONDUIT FOR WIRING, WHICHEVER IS MOST SEE DETAIL 11/E-8 MOUNT AND SECURE TO UNDERSIDE OF UNISTRUT. (TYPICAL-2) COST EFFECTIVE TO PANEL SEE ELECTRICAL POWER PLAN FOR CIRCUIT. 5 Compactor Door TYP. x MOD. Receiving Doors with Contact TYP. x MOD. 6 ISC Doors with Contact TYP. x MOD. 8 ISC Reel Mounting TYP. x MOD. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. J p 1/2" #12 + 1#12 GND SEE DETAILS 10 & 14/E-8 (TYPICAL UNLESS NOTED OTHERWISE) FOR MORE INFORMATION JB " 2#10 + 1#12 GND PRIMARY SECONDARY SENSORMATIC POWER SUPPLY PS J JUNCTION BOX PEDESTAL PEDESTAL MP SP 3/4" 2#12 + 1#12 GND UNDERGROUND CONDUIT 1/2" (TYPICAL UNLESS NOTED OTHERWISE) AND WIRE FOR 120V/AC 60" MP SP MP SP �- - - 1 1/2" 8" 6'-0" 6'-0" 3/4" CONDUIT SEE -o CTR. TO CTR. CTR. TO CTR. DETAIL 14/E-7 UNDERGROUND CONDUIT FINISHED FLOOR AND WIRE FOR LOW VOLTAGE INTERCONNECT IL- _ _ J L _ _ _ 1 3/4" It CABLE PER LOCAL AND L - - _ STATE CODES. � �3/4" UNDERGROUND CONDUITS PER LOCAL AND STATE CODES. SEE DETAILS 13 & 14/E-8 FOR MORE INFORMATION LLI n 71N Z yn C) J n P P ro OW :�N'O � W U) V U, ❑ WUr �QPN OW NNN01 P a U o0 o �N ID , �a o co o Q m (U 0 o CU OD Ir 4 (U LL }< o } Ir Qo s W -3oa N C 0 R P 0 R A T E D SQ. FT. C:ALCS MTAIL: ITAGING: JBTALL: ],Oro 5 5E TOTAL: 30_2&4 &F CONCEPT: 3o< <OF CONCEPT DATE: 05 - 0& - 04 Cs.O.-21 FIXTURE REL. 12-11-0.4 G.O.-13 FINAL_ REL. 02 -11- 05 ZD zw0 3 4 SURFACE MOUNTED DOCK LEVELER CONTROL BUTTON LOCATED NEXT TO PUSH BUTTON OVERHEAD DOOR ON INSIDE WALL OF 4 3 RECEIVING. SEE DETAIL 6/E-8 CONTROL STATION = 3/4" RIGID STEEL CONDUIT. MOTO 48' AFF I UNDERGROUND \� PROVIDE UNDERGROUND OR OVERHEAD �\ 3/4" RIGID STEEL CONDUIT, 5" STUB OUT CONDUIT FOR WIRING, WHICHEVER IS MOST 4"x4"x2" WEATHER PROOF JUNCTION BOX, COVER COST EFFECTIVE TO PANEL, SEE ELECTRICAL AND TOGGLE SWITCH TO BE MOUNTED IN CENTER. POWER PLAN FOR CIRCUIT. ----ZFY WITH MANUFACTURER THE EXACT TYPE IF CONNEC PRIOR TO ROUGH- -- E, \E OF pIT ULTRA*POST PEDESTAL DETAIL — PEDESTAL BASE NOT TO SCALE: 10 EAS System One -Line Diagram TYP. x MOD. 11 Dock Leveler Detail TYP. x MOD. Not Used -SENSORMATIC D ETA I L NOTES SCALE: N.T.S. SCALE: N.T.S. 12 SCALE: N.T.S. BEST BUY EAS INSTALL COORDINATOR SCOPE & RESPONSIBILITIES 1. CONTACT DISTRICT LOSS PREVENTION MANAGER, PAGER #'S ARE LISTED 6. INSTALL PEDESTAL COVERS OVER EACH PEDESTAL. ON STORE PRINTS. IF IN DOUBT, CONTACT ROBIN ISTA FOR PAGER #. 7. INSTALL BOOT DEACTIVATORS ON ALL FRONT-END AND SERVICE DESK 2. SCHEDULE PRE -INSTALLATION WALK THROUGH WITH DISTRICT LOSS PREVENTION HAND SCANNERS. ENSURE TIGHT FIT. MANAGER, ENSURE PRINTS ARE ACCURATE, EQUIPMENT ORDERED IS ACCURATE, FLOOR 8. INSTALL DEACTIVATOR PADS AT ALL FRONT-END CHECK OUT STANDS AND UNISTRUT CONDUIT IS ACCURATE. SCHEDULE ACTUAL INSTALLATION WITH DISTRICT LOSS SERVICE REGISTERS. POSITION THE DEACTIVATION PAD ON THE COUNTER DOUBLE NUTS NOTE: SECURE PREVENTION MANAGER AND ON -SITE PROJECT MANAGER AT THIS TIME. INSTALLATIONS TOP TO THE RIGHT OF WHERE THE CASHIER WILL STAND, THIS PROVIDES DECK SHALL NOT BE USED FOR MUST BE COMPLETE PRIOR TO DROP DEAD DATES ANNOTATED ON STORE PRINTS. WE ROOM FOR MERCHANDISE TO BE PLACED ON THE COUNTER WITHOUT 120VAC POWER FOR SENSORMATIC PANEL AND MS PEDESTAL 60" WASHER SUPPORT. SUPPORT ALL LIGHT KINDORF/UNISTRUT TO WILL RECEIVE DAILY FINES FOR LATE INSTALLS. COVERING THE DEACTIVATION PAD. ATTACH THE PRINTED WARNING LABEL ON A.F.F. TO TOP OF CABINET, SEE SHEET E-2 FOR DOOR LOCATION, FIXTURES FROM STRUCTURE, TOP OF BAR JOIST. 3. EACH SITE WILL GET: THE DEACTIVATOR PAD WITH TEXT FACING CUSTOMERS. ' 9. INSTALL HAND DETATCHER OUNDERGROUND CONDUITS (2 ea.) PRIMARY /SECONDARY ULTRA* POST PEDESTALS ONTO THE PSC BOOTH AT THE STORE FRONT. .�FOR LINE VOLTAGE 1-1/2" KINDORF/UNISTRUT BETWEEN (4) HI -IMPACT PEDESTAL COVERS ENSURE THE DETATCHER WILL NOT ALARM THE EAS PEDESTALS. IF IT OCCUPANCY ENSOR WASHER JOISTS FOR SUPPORT OF H I D FIXTURES SENSOR CONTROLS (15) SYMBOL LS2000 BOOT DEACTIVATORS IS TOO CLOSE, HAVE LP SUPERVISOR STORE THE DETATCHER IN THE LP " 3'-0" 3'-0" AT CEILING. OUTSIDE LAMPS LOAD SIDE OF LINE SIDE OF (15) DEACTIVATION PADS OFFICE. ��,p CENTER CENTER "� OCCUPANCY SENSOR LIGHT SWITCH 10. TEST AND TUNE EAS SYSTEM TO WORK IN A NARROW LABEL CER CER _ _ SP MP (1) HAND DETATCHER - - - - ENVIRONMENT. BEST BUY USES ONLY NARROW LABELS. INSTALL Mp _ _ - - - - - - SENSORMATIC (200) ULTRAGATORS AND LANYARDS COORDINATOR MUST BE PRESENT FOR FINAL TEST/TUNE. SP 11 EQUIPMENT OS/0 a a (2) DIGITAL COUNTER CABINET POWER SOURCE LOAD SIDE OF FOUR (4) LAMP J CONNECTED TO THE LIGHT SW FLUORESCENT LIGHT ITCH FIXTURE WITH 11. CONTACT DLPM FOR FINAL WALK THROUGH AND SIGN -OFF. REPORT " UNDERGROUND CONDUITS LINE SIDE OF 4. INSTALL ULTRA*POSTS PER BLUEPRINTS OVER PRE -INSTALLED INSTALLATION COMPLETE TO ROBIN ISTA 1 -5 FOR LOW VOLTAGE I INSIDE AND OUTSIDE CONDUIT. SYSTEMS ARE TYPICALLY INSTALLED AT 6' MAX SEPARATION ` PER LOCAL AND �/ DOUBLE NUTS OCCUPANCY SENSOR LAMP CONTROL IN THE ENTRANCE AND EXIT DOORS. E PT CABINET WILL PI STATE CODES PROVIDE EYE -BOLT AND 1 2" THREADED ROD FOR INSTALLED C THE LP OFFICE PER BLUEPRINTS. THIS IS TYPICALLY ON \ HANGING OF LIGHT FIXTURE COORDINATE SIZE WITH THE WALL CLOSEST TO THE EXIT WITH THE POWER PACK BELOW THE HANG MANUFACTURER. PROVIDE R ADDITIONAL SIZE SAFETY CEILING, ABOVE THE DESKTOP. LIGHTLIGHT SWITCH b b 5. INSTALL DIGITAL COUNTER IN PRIMARY PEDESTALS AT BASE OF I CHAIN BETWEEN EACH LIGHT FIXTURE AND THE FIXTURE SUPPORT. ALL HOLOFLEX MODULAR FLEXIBLE CABLE CONTROLS INSIDE PEDESTAL FOR ADDITIONAL INFORMATION SEE GENERAL NOTE 11 ON LIGHTING AND MODULAR CONNECTIONS MUST BE ON THE BACK LAMPS SENSORMATIC CONTACT: PLAN FOR MOUNTING HEIGHT. SIDE OF THE LIGHT FIXTURE FROM THE BEST BUY � ROBIN JENSEN PHONE: (715) 688-2180 SEE DETAILS 10 & 13/E-8 STORE FRONT VESTIBULE ENTRANCE Sc FAX: (715) 688-2181 FOR MORE INFORMATION A El D- 13 Sensormatic Detail Notes TYP. x I MOD. 14 Sensormatic Detail TYP. x MOD. H.I.D. Light Fixture Mountin YP. x SCALE: N.T.S. SCALE: N.T.S. 15 g g T MOD. 16 Occupancy Sensor/Dual Switching Diagram TYP. x MOD. SCALE: N.T.S. SCALE: N.T.S. EQUIPMENT KEY MP ULTRA*POST PEDESTAL (PRIMARY) (BY SENSORMATIC, SEE E-8 FOR DOOR LOCATION) SP ULTRA*POST PEDESTAL (SECONDARY) (BY SENSORMATIC, SEE E-8 FOR DOOR LOCATION) SEC EQUIPMENT CABINET (DIMENSIONS TO BE DETERMINED BY SENSORMATIC) J 4" X 4" JUNCTION BOX PROVIDED BY ELECTRICAL CONTRACTOR) JB/PS CCTV SYSTEM POWER SUPPLY (FURNISHED BY SENSORMATIC INSTALLED AND WIRED COMPLETE BY ELECTRICAL CONTRACTOR) 8"W X 10"H X 6"D CABLE & CONDUIT KEY ® 120VAC/20A CKT, PROVIDED BY ELECTRICAL CONTRACTOR. Oj LOW VOLTAGE INTERCONNECT CABLE PROVIDED BY ELECTRICAL CONTRACTOR. COORDINATE REQUIREMENTS WITH SENSORMATIC. TORE NUMBER: a f Q Y-1 }- 1-1--- �Q Lu zz q d) ALE: S NOTED ,ECTRICAL NAILS —8 JUNCTION BOX SURFACE MOUNTED AT DECK GROUND WIRES SHALL BE COPPER, TO PANELBOARD INSULATED (UNLESS NOTED OTHERWISE), BAR JOIST ! — AND IDENTIFIED "GREEN" WITH PERMANENT \ ' I 1 MARKING AND INSTALLED PER CODE. 1 MONITOR ; #6 TO SATELLITE DISH ON ROOF. BOND TO DISH 1 SUPPORT AND TO STEEL FRAME SUPPORTING DISH, CONDUIT OR CABLE AS 1 FRAME 1 ALLOWED BY AUTHORITY r "L--_----Ll HAVING JURISDICTION DOWN 6 TO TELEPHONE 1 # #4 TO TRANSFORMER N TO JUNCTION BOX WITH 1 1 SERVICE ENTRANCE T3. SEE DETAIL 5. DUPLEX RECEPTACLE FOR N i MONITOR 1 COPPER GROUNDING BUS IN SERVICE #6 TO MONITOR TRUSSES IN SALES AREA. MONITOR, FACE RECEPTACLE ENTRANCE EQUIPMENT DISCONNECT TOWARD CEILING. SUPPORT L___-_ COPPER GROUNDING BUS IN (MDP) CONDUIT, CABLE, AND TO OTHER EQUIPMENT GROUNDS AS REQUIRED PER JUNCTION BOX FROM 3/0 TO METAL 3/0 TO GROUNDING BUS NEC. MONITOR SUPPORT FRAME. COLD WATER PIPE IN MDP. OOD 3/0 TO BUILDING 3/0 TO CONCRETE- BOARD NLYCOMM. ROOM STEEL PER NEC. ENCASED ELECTRODE PER NEC 1 Grounding Conductors at Service Entrance -Disconnect TYP. x MOD. 2 Monitor Support Detail TYP. x MOD. Not Used fl 4 Not Used SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. GROUND WIRES SHALL BE COPPER, INSULATED (UNLESS NOTED OTHERWISE), AND IDENTIFIED "GREEN" WITH PERMANENT MARKING AND INSTALLED PER CODE. SERVICE ENTRANCE (MDP) (DISCONNECT) MAIN LUG ONLY TRANSFORMER T3-30KVA PANEL LG-100A MCB I I UNDERGROUND OVERHEAD ISOLATED FEEDER FEEDER M^ BRANCH GROUND CIRCUIT DO NOT INSTALL B 1 RECEPTACLE BO DING JUMPER DO NOT INSTALL „HOT" N F N N 1 BONDING JUMPER *NEUTRAL" E 1p O 1#4 1#6 I S LA D r G GR D ND G GROUND G G GROU INSULATED ISOLA D "ISOLATED GROUND BUS GROUND° -BOND BOND) CONDUIT GROUND (OR #6 TO BOND BOND EQUIP. BOND EQUIP. ENCLOSURE ENCLOSURE EQUIPMENT GROUND BUILDING ENCLOSURE GROUND TO GROUND TO SERVICE ENTRANCE FOR PVC CONDUIT) STEEL PER ENCLOSURE ENCLOSURE GROUND PER NEC. COPPER GROUNDING BUS IN NEC — CONDUIT GROUND (OR CONDUIT GROUND (OR f SEE RISER DIAGRAM SERVICE ENTRANCE EQUIPMENT COPPER GROUNDING BUS IN #6 EQUIPMENT GROUND #10 EQUIPMENT GROUND 2/E-5 (DISCONNECT) SEE DETAIL 1. (MDP) SEE DETAIL 1. FOR PVC CONDUIT) FOR PVC CONDUIT) E II 5 Trans. T3/Panel LG Grounding Service Entrance - Disconnect TYP. x MOD. Not Used 7 g Not Used SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. O O O O O UNISTRUT DECK SHALL NOT BE USED FOR I I DOUBLE NUTS I FENDER FIUXTURES FROM POSTRUCTURE.RT ALL � S WASHER ) ' i I FENDER JOISTSpF01RD�UPPORTSTRUT OF NDUE�EEN WASHER r' EMERGENCY FIXTURES AT CEILING. SECURE DOUBLE NUTS KINDORF/UNISTRUT TO TOP OF BAR JOIST. ' REFER TO 1/E-6, HVAC EQUIPMENT SCHEDULE; FOR THE I--�— NUMBER AND SIZES OF FEEDER CONDUCTORS AND - PANEL CONNECTIONS FOR HVAC EQUIPMENT. REFER TO _ E-5, PANELBOARD SCHEDULE AND RISERS, FOR THE SAFETY CHAIN RTU-7 �' CIRCUITS FOR HVAC EQUIPMENT. WP EF-1 RTU-8 S HOOKF� --- _ — PROVIDE 3/8" THREADED ROD FOR HANGING OF LIGHT FIXTURE. COORDINATE SIZE WITH LIGHT MANUFACTURER. WP/G -- j Wv- - RTU-9 WP o o' ❑ PROVIDE AN ADDITIONAL SAFETY CHAIN BETWEEN EACH -38 I P _ F WP%CFI ; LIGHT FIXTURE AND THE FIXTURE SUPPORT. ALL RELOC MODULAR FLEXIBLE CABLE AND MODULAR CONNECTIONS WP/ft LF-19 MUST BE FROM THEON THE BEST BUYCSTOREEOF FRONTiE LIGHT VESTIBULERE I ! I o - - - - - - - 4 - - -- - - - -=I-Q— - - --Q-- - ELECTRICAL CONTRACTOR TO VERIFY EMS wA SENSOR - ENTRANCE ! WP ! LOCATIONS TO CONTROL ROOFTOP UNITS. PROVIDE 12 GAUGE STEEL MOUNTING BRACKET. 1/2" EMPTY CONDUIT WITH PULL LINE FROM SENSOR TO RTU's AND INCLUDE THIS WORK IN SEE E-6, ELECTRICAL LEGENDS AND SCHEDULES, KEY NOTE 12 FOR YOUR BID. SEE MECHANICAL DRAWINGS FOR EXACT MOUNTING HEIGHT. i SENSOR LOCATIONS AND EMS-1 FOR ADDITIONAL WIRING INFORMATION. RTU-1 i RTU-2 RTU-3 WP F WP F WP I= � WP/ ; I —# WP/CFI; -� -—WP,f6�� - �— - - Indura Emergency Light Fixture Unist t Tom.FX MOD. g Y g ru Mounting12 Not Used L'-- LA-38 i L--- - LA-38 �T--- LA-38 SCALE: N.T.S. I SCALE: N.T.S. 1 I FOR ANTI -ICED ANTENNA DISH ! i I I I E EXTEND WATERTIGHT! CONDUIT AND WIRING FROM CLOSEST ROOF TOP UNIT TO RECEPTACLE MOUNT ON ROOF S IED. PROVIDE ALL NECESSARY' ROOF BLOCKING AND SUPPORT, WEATHER PROOF VERTICALLY MOUNTED JUNCTION BOX, WITH WEATHER PROOF CAST ALUMINUM VERTICAL - - -COVER-PLATE (HUB�EL WP26M) AND -ONE DUPLE( -GFI-RECEPTACLE-COORDINA EXACT- - — - - _-_ —_-_ - - I MOUNTING LOCATION; WITH BEST BUYS "IS TEAM- ,BEFORE PROCEEDING. rROOF SLED I WP/GFI RTU-4 RTU-5 RTU-6 z W i 1= WP F WP F WP/GFl -- WP/GPI --- i WP/GF1 1 ---- i z ' LF-21 ___ .�F-21_ 1 - - - - --- RTU-10 o - - - -- - - - a-= -- --fl - -- I i RTU-10 EF-2 ' i ! WF � WP I WP/0 Pj LF-19 ' Sc EI D] 13 Electrical Roof Plan TYP. x MOD. Not Used 15 16 Not Used SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. _J n� LJJ m N C) J E n P C j Pm G OWNFN� _ W F N (/J N Y U ❑ 0 z= Q P N W ow NNPP U a o0 < ❑ Ll �� m , gag Z� o o � g ED o Q o m (lJ }� ° o N m E2CD (U of N No �� gLL o a0 U ,„ Q -35< F ° a o W erschmanarchitects.com SQ. FT. CAL.CS NAIL: 2 53a4 er- TAGIWa- 3,215 5F WALL: 1,0r05 5F TOTAL: SF CONCEPT: 30< <O f CONCEPT PATE: 05 a O(0- 04 Cz.0.-21 FIXTURE REL. 12-11-04 Ca.0.-13 FINAL. REL.. 02-11-05 TORE NUM5ER: �-A 1 LL LH zLL q &ET 0i=2i=0.4 ALE: NOTED ,ECTRICAL NAILS IDENTIFY ALL UPS RECPT. IDENTIFY ALL UPS RECPT. A SEE SHEET E-3 FOR LOCATIONS COVER PLATES - "UPS" COVER PLATES - "UPS" (TYPICAL) NO EXCEPTIONS. SEE SHEET E-3 FOR LOCATIONS RE EXTENSION (TYPICAL) NO EXCEPTIONS. SEE SHEET E-3 SEE SHEET E-3 �� DECK. SEE DETAIL %E 11. 58 FOR LOCATIONS -� II I ONLY APPROVED EQUIPMENT SHALL BE PLUGGED INTO FOR LOCATIONS ONLY APPROVED EQUIPMENT SHALL BE PLUGGED INTO _ __ UPS RECEPTACLES. UPS RECEPTACLES. 52 I COVER SHIELD FOR UPS I l I I I I 1 I SECURE CABLE�12" FROM , FIXTURE EXTENSION AS COVER SHIELD FOR UPS WIRE MANAGEMENT BOARD IN RECEPTACLES BY LOW VOLTAGE CONTRACTOR WIRE MANAGEMENT BOARD IN FIXTURE. BOARD HAS (2) AMP RECEPTACLES BY LOW ! ! VOLTAGE CONTRACTOR I REQUIRED _ ! ' LINE/POWER CABLE FIXTURE. BOARD HAS (2) AMP MOUNTING BRACKETS PREINSTALLED. \ MOUNTING BRACKETS PREINSTALLED. NOTE: WIRE MANAGEMENT BOARD TOED.------,, O I j BE FIELD INSTALLED BY FIXTURE INSTALLER. i- ! 52 A WIRE MANAGEMENT BOARD IN , --- ---- — - "--T---- TAG AND IDENTIFY PANEL --1— —AND CIRCUIT NUMBERS AT — L-- - - -I i ! a 5'2 14 52 i f FIXTURE. BOARD HAS (2) AMP 0 -AMP I CONNECTOR. ! L � MOUNTING BRACKETS PREINSTALLED. MOUNTING BRACKET (PART: 556920) I j MOUNT AMP POWER JUNCTION BOXES TYPE 52 TO PREINSTALLED 52 MOUNT AMP POWER JUNCTION BOXES TYPE 52 TO PREINSTALLED 52 52 1 52 ! 0 AMP MOUTING BRACKETS. AMP MOUTING BRACKETS. 36" AFF i� ii 2 � ! it 36" AFF POWER/POWER CABLE. SECURE POWER/POWER CABLE. SECURE MOUNT AMP POWER JUNCTION BOXES TYPE 52 TO PREINSTALLED MOUNT 'POWER JUNCTION BOX' BETWEEN UPRIGHT _ _ _— ! MOUNT 'POWER JUNCTION _ IBOX' BETWEEN UPRIGHT ISUPPORT CABLE TO FIXTURE AS REQUIRED CABLE TO FIXTURE AS REQUIRED AMP MOUTING BRACKETS. SUPPORT AND FIXTURE CK AND FIXTURE BACK I RUN AMP CABLES UNDER FIXTURE TO NEXT CASH WRAP RUN AMP CABLES UNDER FIXTURE TO NEXT CASH WRAP POWER/POWER CABLE. SECURE _ i ! i CABLE TO FIXTURE AS REQUIRED FLOOR SECTION A -A POWER/POWER CABLE. I SECURE CABLE TO FIXTURE RUN CABLE THRU CHANNEL AS REQUIRED IN SUPPORT BASE. 1 'Cash Wrap' Detail TYP. MOD. x 2 Customer Service Detail TYP. x MOD. 4 'Movie' Display Fixture Detail TYP. x MOD. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE SHEET E - 3 - FIXTURE EXTENSION FROM FIXTURE EXTENSION FROM _ _ _ _ _ _ _ _ _ _ _ DECK. SEE DETAIL 12/E-11. 58 58 DECK. SEE DETAIL 12/E-11. FOR LOCATIONS ! MOUNT TO SHELF / \j I ( I - FOR APPLIANCE RACKS FIXTURE EXTENSION FROM LOW GONDOLA I I 52 I WITH SHELVING ABOVE o SEE SHEET E-3 58 DECK. SEE DETAIL 12/E-11 I DISPLAY FIXTURE SECURE CABLE 12" FROM —► FOR LOCATIONS j I I I j I FIXTURE EXTENSION AS I POWER/POWER CABLE. I REQUIRED. I SECURE CABLE TO FIXTURE I SECURE CABLE 12" FROM ( I j I I I AS REQUIRED I I I FIXTURE EXTENSION AS I �� REQUIRED. I I I LINE/POWER CABLE SECURE I ! ' ! I I POWER/POWER I I TAG A IDENTIFY PANEL AND CABLE WITH I LINE/POWER CABLE ! I I I T-F - F - - - - - - - - - - -1 i I CIRCU NUMBERS AT CONNECTOR. CONDUIT STRAP 5'-0" TYPICAL I I SECURE CABLE TO TAG AND IDENTIFY PANEL AND (TYPICAL)/ / / AND NUMBERSAT- I ICABINET DISPLAY I I I I I I I I ! I I I FIXTURE RACK \ / (AS REQUIRED) AMP MOUNTING CIRCUIT NUMBERS AT CONNECTOR. T\ CO 5271 CONNECTOR. i 52 I 52 I ! MOUNT P PLUGSTRIP I � B CKET (PART #. 52 POWER/POWER CABLE 52 52 52 -------------- - - - 556920 52 ! I ( I _F7711 I BEHIND PI PLAY I CABINET I NBASE 1 FLOOR 0 O i ! I 56 DECK OR �1XTURE I I �! ! 52 52 2"x4"x12' FIRE -RATED WOOD STRIP AMP MOUNTING BRACKET SECURE 'POWER FIXTURE EXTENSION SHALL PAINTED LIGHT GREY BY GENERAL (PART #: CENTERED I !� I 1 JUNCTION BOX' TO BE SECURED TO FLOOR IN CONTRACTOR TO BE RUN ALONG CENTER MOUNTING BOTTOM OF FIXTURE APPLIANCE AREA OF FIXTURE RUN ON MOUNTING BOARD POWER/POWER CABLE. POWER/POWER CABLE. SECURE CABLE TO FIXTURE SECURE CABLE TO FIXTURE AS REQUIRED AS REQUIRED RUN POWER/POWER CABLE UNDER FIXTURE APPLIANCE DISPLAY RUNS WITH DISPLAY FIXTURE. APPLIANCE DISPLAY RUNS WITHOUT DISPLAY FIXTURE. 5 Speaker Display Mounting Detail TYP. x MOD. 6 Appliance Display Area TYP. x MOD. 8 'Music' Display Fixture Detail TYP. x MOD. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 9 Not Used 1 p Not Used 11 Not Used 12 Not Used SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. FIXTURE EXTENSION FROM NOTE: THE AMPINNERGY SYSTEM SHALL ONLY BE DECK. SEE DETAIL 12 E-11. 58 CONNECTED TO ONE POWER SOURCE AND THE I ! I i DIFFERENT CIRCUITS IN THE SYSTEM SHALL NOT BE ' I ' ! ! ' I i AMP DEVICES IN i ! ' I I !SECURE CABLE 12" FROM °`�E"sIo" As INTERCONNECTED TOGETHER THROUGH THE AMPINNERGY AMP DEVICES SEPERATED BY TWO OR MORE DISPLAY FIXTURES � -T—ADJACENT DISPLAY FIXTURES I AMP DEVICES SEPERATED BY ONE DISPLAY FIXTURE -I :REQUIRED - SYSTEM. TURN OFF POWER BEFORE CONNECTING OR TO VALANCE LIGHTS. DISCONNECTING POWER CABLES. NO EXCEPTIONS. I I i I I I I i I I I SE DEfAI -3/E � 1 - I _` , T I MOUNT AMP COMPONENTS TYPE 52 AND 56 ON - - 1— GRID EVEN WITH TOP EDGE OF DISPLAY SHE I j i LL_ DISPLAY FIXTURE CONTRACTOR TO i i ' 52 — - —,--- SHELF i r— ��—t —i�( I i It -T—DISPLAYFIXTURE I ' ! LINE/POWER CABLE PROVIDE ACCESS FOR ! —1— I i I (HEIGHT VARIES. VERIFY WffH—' i ! S2 I FIXTURE INSTALLER OR NSOM) ` I I ! ! ! I I I I 56 ! i E i I 1 0 ' I RUN POWER/POWER CABLE ON FIXTURE TO SECURE CABLE TO TAG AND IDENTIFY PANEL FIXTURE AS REQUIRED AND CIRCUIT NUMBERS AT J AMP CABLES. ' I F_ _Fi POWER/POWER CABLE. LOOP ECURE CABLE TO (� I I CONNECT DEVICES SEPARATED BY LESS THEN TWO FIXTURE SECTIONS 52 �; i , ! r ! IFF I CABLE SLACK AT FIXTURE UPRIGHTS — FIXTURE AS REQUIRED ; AND SECURE TO FIXTURE. TYPICAL I ONNECTOR. ! I SEE SHEET E-3 I I OF ALL CABLES.! ! I I I ! ! I ! ! ! FOR LOCATIONS FIXTURE BASE DECK I I POWER/POWER CABLE_T7 i AS NOTED! ON PLAN Lv RUN POWER POWER CABLE UNDER FIXTURE TO CONNECT TO DEVICES ON OPPOSITE SIDE WHEN SHOWN ON PLAN RUN POWER/POWER CABLE UNDER RUN POWER/POWER CABLE UNDER FIXTURE FIXTURE TO CONNECT DEVICES IN TO CONNECT DEVICES SEPARATED BY TWO END CAP DISPLAYS OR MORE FIXTURE SECTIONS 13 Power/Power Cable Routing thru Fixtures TYP. x MOD. SCALE: N.T.S. J LLJ m N z WN N J FN 0, C.) Q D Pm Za:NF�� OW F NN ■ U)Z NYNP ❑ LLZ a N P OW NON" ®. LLJ U IL 30PQ pJ L o• m �N o ��-FSo Ewa Fly CD 00 Q o N o 3 LL r �a,, T g o < o �� a W M -3oa o IN C O R P O R A T E D SQ. FT. CALCS RETAIL: STAGIWs: 3,21 J 51= INSTALL: 1,0& 5 5F TOTAL: 30,2 & 4 5F CONCEPT: 30< <OF CONCEPT DATE: 05-0& —04 G.O.-21 FIXTURE REL. 12-11-04 G.O.-13 FINAL REL. 02-11-05 STORE NUMBER: ro0a a • 0 Q s w-A I-L • Q 1u O ., z O� 5ID/FERl„IIT a SET 07=21=04 ®� REV. DATE 0 • 0 a 0 SCALE: AS NOTED ELECTRICAL DETAILS 9RACKET FOR LOW VOLTAGE DEVICE - AMP MOUNTING BRACKET. (PART #: 556920) PREINSTALLED ON BOARD. ITIMATIG111Rii Mm1.1 117391.431 CABLE CONNECTOR JUNCTION BOX WITH SWITCH MOUNTED TO FIXTURE. z7BOX CONNECT VALANCE LIGHT TO JUNCTION WITH FLEXIBLE CONDUIT 0 TAG AND IDENTIFY PANEL AND CIRCUIT NUMBERS 4"x4"xX JUNCTION BOX WITH BLANK STEEL COVER AT CONNECTOR. PLATE MOUNTED TO UNISTRUT. IDENTIFY PANEL AND / - LINE ENTRY CABLE TYPE 'H' - VALANCE LIGHT. SEE E-1 CIRCUIT NUMBER ON INSIDE OF JUNCTION BOX WITH - WIRE MANAGEMENT BOARDS TO BE INSTALLED BY = FOR LOCATIONS. PERMANENT MARKING. PAINT TO MATCH CEILING. FIXTURE INSTALLER OR PREINSTALLED BY FIXTURE TYPE 'H' LINE ENTRY CABLE UNISTRUT SUPPORTED SECURE CABLE MANUFACTURER. ONLY ONE BOARD PER FIXTURE. SECURE CONNECTION AND CABLE SLACK TO FROM BAR JOISTS T SLACK TO DECK FIXTURE ARM SUPPORT. (AS REQUIRED) CONNECT LINE ENTRY CABLE TYPE 'H' TO AMP MOUNTING BRACKETS ARE PREINSTALLED ON = JUNCTION BOX. CAP AND TAPE UNUSED - POWER/POWER CABLE TYPE 'D' WIRES. SEE WIRE SCHEDULE BELOW. _ WIRE MANAGEMENT BOARD. ELECTRICAL CONTRACTOR = TO MOUNT AMP POWER JUNCTION BOX TYPE 52 TO - POWER/POWER CABLE TYPE 'C' CONNECT LINE ENTRY CABLE TYPE 'H' TO WIRE COLOR CODE FOR 8 WIRE AMP SYSTEM -- PREINSTALLED BRACKETS. - JUNCTION BOX. CAP AND TAPE UNUSED WIRES. SEE WIRE SCHEDULE BELOW. G 1 - GREEN . • • • • • . • . .CAP/TAPE N 2 - WHITE ....... • • .CAP/TAPE WIRE COLOR CODE FOR 8 WIRE AMP SYSTEM N4 IG 3 4 - GRAY• • • • • • . • • • .USE - GREEN/YELLOW . • • • •USE _ SEE SHEET E-2 G 1- GREEN ......••••CAP/TAPE 4 5- PINK •••.••.•.••USE FOR LOCATIONS N 2 - WHITE • • ....... •CAP/TAPE 1 6 - BLACK ...... • • . •CAP/TAPE , SEE SHEET E-3 N4 3- GRAY •••. •.....USE 2 7- RED ••••..•..••CAP/TAPE FOR LOCATIONS IG 4 — GREEN/YELLOW • • • . •USE 3 8 TAG AND IDENTIFY PANEL---,,, — BLUE• • • • • • • • • • •CAP/TAPE AND CIRCUIT NUMBERS AT CONNECTOR. _ 4 5 - PINK • . • . • • • . ' ' • USE 'H'. 1 6 - BLACK . • • • • ' ' • • • CAP/TAPE PLUG STRIP SUPPLIED WITH MONITOR TRUSS LINE ENTRY CABLE TYPE _ (THIS CABLE SUPPLIED WITH FIXTURE) 2 7 - RED • • • • • • • • • • • CAP/TAPE MONITOR TRUSS. 3 8 - BLUE . • • . . • • • • • • CAP/TAPE ZIA 1 Wire Management Board Detail TYP. I x I MO D• 3 Keynote 53 Detail TYP. I x I MOD. 4 Keynote 57 Detail TYP. I x IMOD. SCALE: N.T.S. SCALE: N.T.S. [SCALE: N.T.S. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY. TYPE 'H' LINE ENTRY CABLES SEE POWER PLAN FOR WIRE COLOR CODE FOR 8 WIRE AMP SYSTEM NOTE: ELECTRICAL CONTRACTOR ACTUAL CIRCUITS. ELECTRICAL CONTRACTOR SHALL INSTALL AMP CABLE FROM THE BAR JOIST DOWN THE FIXTURE EXTENSION TO THE DISPLAY FIXTURE AND FURNISH AND INSTALL ADDITIONAL PULL LINE FOR LOW VOLTAGE CABLES. NOTE THAT THE AMP CABLE HAS TWO SEE SHEET E-3 FOR LOCATIONS FIXTURE CONTRACTOR TO PROVIDE ACCESS FOR AMP CABLES. AMP CABLE ROUTING UNDER FIXTURE. i USE AMP MOUNTING BRACKET (PART #: 556920) TO SECURE TO FIXTURE 52 28" A.F.F. POWER/POWER CABLE. SECURE CABLE TO FIXTURE AS REQUIRED. SEE AMP COMPONENT SHEET FOR CONTINUATION 5 Base Case Amp Mounting Detail TYP. x MOD• 6 Not Used SCALE: N.T.S. SCALE: N.T.S. METAL GROUNDED JUNCTION BOX TYPE "50" LOCATED IN JOIST SPACE WITH #8 EQUIPMENT GROUND ATTACHED TO JUNCTION BOX. ATTACH #10 GREEN INSULATED GROUND FROM CONDUIT TO #8 JUNCTION BOX EQUIPMENT GROUND. CABLE CONNECTOR nr7ry I #10 GREEN INSULATED COPPER GROUND SEE E-2 FOR 1" SET SCREW CONNECTOR ® LOCATIONS WITH GROUNDING BUSHING. TAG AND IDENTIFY PANEL \--AMP POWER/POWER CABLE. SEE AND CIRCUIT NUMBERS AT LINE ENTRY CABLE SHALL BE RUN SHEET E-3 FOR CONTINUATION. CONNECTOR. INSIDE CONDUIT DOWN WALL TO CONDUfT STRAP AS REQUIRED JUNCTION BOX. PER NEC (TYPICAL) CABLE CONNECTION POINT TO BE A MINIMUM 5'-0" AWAY FROM WALL PROVIDE 1" SURFACED WALL MOUNTED CONDUIT FROM NOTE: ELECTRICAL CONTRACTOR JUNCTION BOX TO BOTTOM CHORD OF BAR JOIST ELEVATION WITH A 90 DEGREE RADIUS BEND IN JOIST ALL CONDUIT, JUNCTION BOXES AND SPACE. COVERS SHALL BE INSTALLED PRIOR TO PAINTING OF WALL, NO EXCEPTIONS. 4 11/16" X 4 11/16" X 2 1/8" SURFACE MOUNTED GROUNDED 1" SET SCREW CONNECTOR JUNCTION BOX WITH BLANK COVER PLATE AT 8'-4" TO CENTER FOR WITH PLASTIC BUSHING. 8' DISPLAY FIXTURE OR 12'-4" TO CENTER FOR 12'-0" DISPLAY FIXTURE. ELECTRICAL CONTRACTOR TO CONNECT CABLE TYPE "H" TO LINE ENTRY CABLE WITH -IN BOX AND GROUND METAL JUNCTION BOX. LINE ENTRY CABLE TYPE --'-SEE SHEET E - 3 H FROM BOTTOM OF DISPLAY FIXTURE FOR LOCATIONS JUNCTION BOX. AMP POWER/POWER CABLE. SEE SHEET E-3 FOR CONTINUATION. TAG AND IDENTIFY PANEL AND CIRCUIT NUMBERS AT CONNECTOR. CKT. 1 O A N GROUND- CKT. 2 0 B N- GROUND- GREEN GROUND 7 Keynote 55 - Wiring Di SCALE: N.T.S. ----------------------------- GREEN G —�-� WHITE—N —� - GRAY N4 1 GRN/YLW—IG PINK CKT. 2 — -—4— BLACK 1 CKT.1 E RED—2 NOT USED: BLUE-3 _NOT- USED,I GREEN GROUND TO J-BOX TYP. I X I MOD. TAG AND IDENTIFY PANEL DIFFERENT PLUG CONNECTIONS. VERIFY THAT CONNECTOR PLUG AND CIRCUIT NUMBERS AT DECK IS 'LINE' END OF CABLE (FEMALE CONNECTION). CABLE CONNECTOR AT CONNECTOR. ELECTRICAL CONTRACTOR SHALL SECURE CABLE AT EACH END. Oo SEE E-2 FOR LOCATIONS AMP POWER/POWER CABLE. ZMETALGROUNDED JUNCTION BOX - SEE SHEET E-3 FOR LOCATED IN JOIST SPACE. ELECTRICAL CONTINUATION. EXTEND PULL LINE 12" FOR CONTRACTOR SHALL ATTACH #8 _ LOW VOLTAGE CABLES. EQUIPMENT GROUND TO JUNCTION BOX AMP LINE/POWER CABLE AND TO #10 GREEN INSULATED GROUND WIRE TO FIXTURE EXTENSION. CABLE CLAMP SECURE CABLE 12" BAR JOIST PER NEC. FROM FIXTURE EXTENSION. EL WHITE SUPPORT ANGLE FURNISHED SECURE GROUND TO AND INSTALLED BY DISPLAY CO GREEN INSULATED FIXTURE EXTENSION. FIXTURE INSTALLER. SECURE COPPER GROUND SUPPORT ANGLE TO BAR JOIST WITH APPROVED FASTENER ON BOTH ENDS. FIXTURE EXTENSION FURNISHED AND INSTALLED BY OTHERS. NOTE: ENDCAP DISPLAY FIXTURE SUPPORT FIXTURE EXTENSION LOCATIONS SHOWN ON DRAWINGS ARE FRAME APPROXIMATE AND SHALL BE FURNISHED AND INSTALLED BY EXTEND PULL LINE 12" OTHERS. IT IS THE RESPONSIBILITY OF THE ELECTRICAL FOR LOW VOLTAGE CONTRACTOR TO COORDINATE THE FIXTURING PHASE OF CABLES. CONSTRUCTION WITH THE DISPLAY FIXTURE INSTALLER AND ENSURE THAT SUFFICIENT MANPOWER, LIFTS, MATERIALS, ETC. TO BE USED, SHALL BE ON —SITE DURING FIXTURING. N"IF FIXTURE EXTENSION SECURED AT TOP BY DISPLAY FIXTURE INSTALLER. DISPLAY FIXTURE SUPPORT FRAME FIXTURE EXTENSION SECURED AT DISPLAY FIXTURE. (—AMP LINE/POWER CABLE D:�� TAG AND IDENTIFY PANEL AND CIRCUIT NUMBERS AT CONNECTOR. —TO FIRST DEVICE IN FIXTURE. SEE SHEET E-3 FOR CONTINUATION 11 Not Used 12 Keynote 5 8 Detail TYP. x MOD. 9 Keynote 59 Detail TYP. x MOD. 10 Not Used SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 13 Not Used SCALE: N.T.S. 14 Not Used SCALE: N.T.S. ,nwu env �� nvuv.� i i�un.,�nLLw� 15 Keynote 52 & 56 Amp Components SCALE: N.T.S. KEYNOTE 52 WITH GRID MOUNTING BRACKET (RECEPTACLE INSERTS PREINSTALLED) CIRCUIT IDENTIFICATION MARKING. SEE AMP PART NUMBER LEGEND SHEET E-3. o AMP RECEPTACLE INSERT 1 'OWER JUNCTION BOX RACEWAY MOUNTING BRACKET KEYNOTE 52 WITH RACEWAY MOUNTING BRACKET (E.C. TO FIELD INSTALL RECEPTACLE INSERTS) TYP. I X I MOD. J — LJJ N m d N z WN N U Q :) , D (1 In Z N OW:ZNN ❑0 — �y'0U I lY P L- Z 1 L U) NN0v OW LLJ U I 30PQ 0J L 0 . V) �m o� Q F-� z� 2w 00 o Q O C) "j "' [L �o>vr0o o CU `r (U � o r i g m o Q o ILLL —3oa o HERSCHMAN ARCHITECTS IN C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 E-MAIL: mailboxfal hers chmanarchitects.com SQ. FT. CALLS RETAIL: 2_ sa4 5F STAGING-m 3,215 INSTALL: 1 0(0 5 5F TOTAL: 5F r CONCEPT: 3 0< KO f CONCEPT pATI 0e - 0(0 - 04 Cs.O.-21 FIXTURE REL. 12-1i-04 C.O.-13 FINAL REL. 02-11-05 4 a - Q r HA 1-1--- �. �<1 lli SET 01=21=04 ®, 0 0 0 0 0 SCALE: AS NOTED ELECTRICAL e DETAILS E- I'l LIGHT SENS LS LIGHT SENSOR FURNISHED BY TRANE CO. INSTALLED AND WIRED BY THE ENERGY MANAGEMENT CO., SEE SYMBOLS LEGEND EMS-1 3 E 1/2' EMPTY CONDUIT WITH PULL LINE 1 FROM INTERFACE PANEL #2 TO CLOSEST ROOF TOP UNIT. MOUNT WEATHER PROOF BELL BOX WITH WEATHER PROOF COVER NEAR TOP OF RTU ON NORTH SIDE OF UNIT, LOCATE CONDUIT AND BOX TO ALLOW FOR FUTURE ACCESS TO RTU. Of OUTSIDE AIR OUTSIDE AIR TEMPERATURE HUMIDITY SENSOR SENSOR RTU-7 z A col col NEW SEE EMS-2 SEE EMS-2 ROOF PENETRATION SLEEVE (TYPICAL) (TYPICAL FOR EACH RTU) 1 1/2" EMPTY CONDUIT WITH PULL LINE FROM RTU's TO SENSOR LOCATIONS MOUNTED ON SINGLE GANG BOX PROVIDED BY THE S ELECTRICAL CONTRACTOR. SEE 3 A MECHANICAL DRAWINGS FOR LOCATIONS AND MOUNTING HEIGHTS. (TYPICAL FOR EACH TEMPERATURE SENSOR) NOTE: DO NOT RUN THIS COMMUNICATION LINK WIRE WITH ANY POWER WIRING. 1 3/4' EMPTY CONDUIT WITH PULL LINE FOR LOW VOLTAGE POWER. 3 a-c. G OMMUNICATIONS LINKIRE SHALL BE 18 COMMUNICATIONS GAUGE TWISTED LINK WIRE SHALL SHIELDED WIRE TO BE BE 18 GAUGE TERMINATED IN BCU TWISTED SHIELDED SUMMIT TB2 WIRE TO BE TERMINALS 1, 2 AND TERMINATED IN BCU 3 (SHIELD). SUMMIT TB2 TERMINALS 4,5 AND 6 (SHIELD). 120V AC DEDICATED CIRCUIT WITH GROUND AND TERMINATION CONNECTIONS PROVIDED BY THE ELECTRICAL CONTRACTOR. SEE E-7 ELECTRICAL DETAILS I 19'H x 15"W x 6D" (DOS10 BCU SUMMIT (1) 1/2' EMPTY CONDUIT WITH PULL LINE TO TELEPHONE LINE ELECTRICAL ROOM RECEPTACLE LOCATED ON SEE 2/E-5 FOR ROOM LOCATION TELEPHONE BACK BOARD. O TO TELEPHONE MODEM LINE RECEPTACLE 6 F BCU 1/0 CARD 11 2 3 4 5 6 7 8 9101112 SEE EATS-2 SENSOR CO2 2 3 \---SEE EMS-2 6 SECI BRD SECUR PULSE/KW METER MAC RTU-9 RTU-8 RTU-3 RTU-2 RTU-1 RTU-4 RTU-10 RTU-5 RTU-6 O O 00 00 00 00 O O , NEW NEW NEW NEW NEW NEW NEW NEW NEW 1 v vc vc 3 A 1 3 A 1 3 A 1 3 A 1 3 A i 9 9 9 9 9 SEE SYMBOLS LEGEND EMS-1 (TYPICAL) L SSS 3 A 3 A 3 A 3 A 3 A 3 A 3 A 3 A SEE MECHANICAL DRAWINGS FOR SENSOR MOUNTING LOCATIONS SEE KEY NOTES EMS-1 (TYPICAL) (TYPICAL) }-120V AC DEDICATED CIRCUIT WITH GROUND TERMINATION CONNECTIONS AND TRANSFORMER PROVIDED BY THE ELECTRICAL CONTRACTOR. 120/24 VAC CLASS 2, 60 VA T TRANSFORMER LOCATED IN ELECTRICAL ROOM WITH TCM-2 0 ELECTRICAL ROOM SEE 2/E-5 FOR ROOM LOCATION TB1 Id 21 24 VAC BIPI COM. 1/2' EMPTY CONDUIT O 3 A SIS BIP2 WITH PULL LINE FOR LOW VOLTAGE POWER BIP3 O1/2' EMPTY CONDUIT WITH PULL LINE FOR TB2 COMM LINK 1 BOPI 2 4 LINK + AIP 1 BOP2 5 + AIP2 81s + AIP3 BOP3 T- TCM-2 BOP4 TB2-4,5,6 (SHIELD) INTERFACE BOP5 T- PANEL #2 ENERGY T- MANAGEMENT 2 4 10 SYSTEM TB2-4,5,6 (SHIELD) FIREALARM PANEL CABLE /LWARNING Zt CAUTION HAZARDOUS VOLTAGE! USE COPPER CONDUCTORS ONLY! DISCONNECT ALL ELECTRIC POWER UNIT TERMINALS ARE NOT INCLUDING REMOTE DISCONNECTS DESIGNED TO ACCEPT OTHER BEFORE SERVICING. TYPES OF CONDUCTORS. FAILURE TO DISCONNECT POWER FAILURE TO DO SO MAY CAUSE BEFORE SERVICING CAN CAUSE DAMAGE TO THE EQUIPMENT. SEVERE PERSONAL INJURY OR DEATH. CONSULTANT TO To CONNECT WIRES CONNECT WIRES ENERGY MANAGEMENT ELECTRICAL CONTRACTOR CONSULTANT TO TO CONNECT WIRES CONNECT WIRES e. O 0- FIRE CONTACTS N.C. CONTACTOR FROM THE FIRE ALARM PANEL OPEN UPON ALARM. UPON OPEN SIGNAL ENS SHALL MONITOR SHUT DOWN OF FIRE SYS1Ea1 THIS ALARM NEEDS TO BE SET UP IN THE EMS PROGRAM REMOTELY BY THE TRANE COMPANY OR BY EMC. TS1 TERMINAL. STRIP TS1 SHALL INTERFACE WITH BCU SUMMIT, SECURITY PANEL, FIRE ALARM PANEL AND PULSE METTR TERMINAL SRP-TS1 SHALL BE MOUNTED BELOW AND NEXT TO THE BCU SUMMIT IN A 4' X 4' JUNCTION BOX. TS1 SHAM. BE FURNISHED AND INSTALLED BY THE ENERGY MANAGEMENT CONSULTANT. REFER TO TERMINAL STRIP FOR ARE CONNECTIONS. KEY NOTES: 0 ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL AND WIRE COMPLETE. 0 TRANE Co. SHALL FURNISH EQUIPMENT. O ENERGY MANAGEMENT CONSULTANTS SHALL FURNISH, INSTALL AND WIRE COMPLETE. O MODULAR WALL SUPPLIER SHALL FURNISH, INSTALL AND WIRE COMPLETE. O FIRE ALARM CONTRACTOR SHALL FURNISH, INSTALL AND WIRE COMPLETE. O TELEPHONE CONTRACTOR SHALL FURNISH, INSTALL AND WIRE COMPLETE. 0 SECURITY CONTRACTOR SHALL FURNISH, INSTALL AND WIRE COMPLETE. O ELECTRICAL CONTRACTOR SHALL INSTALL O ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4" EMPTY CONDUIT BETWEEN HVAC EQUIPMENT ON ALL NON -PROTOTYPE CEILINGS FOR THE INSTALLATION OF THE LOW VOLTAGE CABLE. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING REQUIREMENTS WITH THE OWNER BEFORE BIDDING ON THIS WORK. 10 ALL LOW VOLTAGE TERMINATION CONNECTIONS PROVIDED BY ENERGY MANAGEMENT CONSULTANT FOR BCU SUMMIT, TCM-1, 2 AND 3 11 FACTORY WIRED BY MODULAR WALL SUPPLIER. NOTE: ELECTRICAL CONTRACTOR IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION THE .ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT OR PLENUM RATED CABLE AND SHALL INCLUDE IN YOUR BID TO THE OWNER. VAV-1 VAV-2 fC-1 NEW NEW NEW ENERGY MANAGEMENT CONSULTANT TO CONNECT WIRES 0 20V AC DEDICATED CIRCUIT WITH GROUND ,ND TERMINATION CONNECTIONS PROVIDED Y THE ELECTRICAL CONTRACTOR. SEE E-7 LECTRICAL DETAILS Ql).,, JH T85 1-18 PULSE/KW METER FIRE ALARM PANEL 1 A 0 FIREALARM PANEL CABLE FIRE ALARM CONTRACTOR TO CONNECT WIRES TO FIRE ALARM PANEL FIRE ALARM CONTACTS SHAD_ BE NORMALLY CLOSED AND OPEN UPON ALARM. NOTE: EMS RELAYS TO INTERFACE WITH THE LIGHTING CONTACTORS. LIGHTING CONTACTORS PROVIDED BY THE MODULAR WALL SUPPLIER, UNLESS MODULAR EQUIPMENT IS NOT USED. IF MODULAR WALL EQUIPMENT IS NOT USED THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LIGHTING CONTACTORS AND ALL WIRING AS REQUIRED FOR A COMPLETE APPROVED LIGHTING SYSTEM. OOR 0 SEE NOTE ABOVE SEE 2/E-5 FOR ROOM LOCATION SYMBOLS LEGEND EMS-1 ID O' I1 Q7- 120V AC DEDICATED CIRCUIT WITH GROUND ' TERMINATION CONNECTIONS AND TRANSFORMER PROVIDED BY THE ELECTRICAL CONTRACTOR. 120/24 VAC CLASS 2, 60 VA T TRANSFORMER LOCATED IN ELETRICAL ROOM WITH TCM-1 0 ELECTRICAL ROOM SEE 2/E-5 FOR ROOM LOCATION F TBI TB3 3 3 24 VAC BIPI 1 1 U2 CQM. 2 O1/2" EMPTY CONDUIT 3 CHASSISNBIP2 3 1 WITH PULL LINE FOR 4 LOW VOLTAGE POWER BIP3 s 11d 11 WIND-UP TIMER OVERRIDE SWITCH 01/2' EMPTY CONDUIT WITH PULL Q5 (FOR EXTERIOR BUILDING LIGHTING AND SITE LIGHTING) LINE FOR COMM LINK T 1 EMS CHANNELS 5-10 1 BON 2 0 LINK 3 2 PULSE METER -PROVIDED BY THE ELECTRICAL CONTRACTOR THE UTILITY METER IS TO BE ORDERED WITH A SET OF KW PULSE CONTACTS FOR MONITORING BY THE ENERGY MANAGEMENT SYSTEM. THE REQUIRED PULSE RATE IS BETWEEN 0.5 Hz AND 2.0 Hz. OPTIMUM RATE IS 1 PULSE EVERY 2-4 SECONDS AT PEAK KW. THE ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL, CONNECT WIRES AND PROVIDE ALL HARDWARE REQUIRED FOR A COMPLETE AND OPERATIONAL PULSE METER SYSTEM BETWEEN BEST BUY AND THE UTILITY COMPANY. SYMBOLS LEGEND O (1)-2C 18 GAUGE TWISTED PLENUM RATED CABLE O (1)-2C 14 GAUGE CABLE 0 (1)-2C 18 GAUGE CABLE O (1)-2C 18 GAUGE WIRE (SENSOR MOUNTED ON VERTICAL SINGLE GANG BOX.) !(D (3) #16 GAUGE WIRE IN 1/2" CONDUIT 0 (4) #16 GAUGE WIRE IN 1/2' CONDUIT O (1) 3C #18 GAUGE TWISTED PLENUM RATED CABLE O (1) 18C #18 GAUGE CABLE ASSEMBLY LS LIGHT SENSOR - INSTALLED ON ROOF FACING NORTH UTILITY METER WITH KW PULSE CONTACTS. ELECTRICAL CONTRACTOR TO SUPPLY KW INFORMATION ON PULSE METER TO TRANE CO. OD DUCT SMOKE DETECTORS AND/OR NON DUCTED RELAYS FURNISHED BY FIRE ALARM CONTRACTOR AND INSTALLED BY DIVISION 15 IN THE RETURN AND/OR THE SUPPLY OF EACH UNIT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND WIRED BY THE ELECTRICAL CONTRACTOR FOR BOTH POWER AND FOR CONTROL WIRING TO SHUT THE UNIT DOWN UPON DETECTION OF SMOKE. SEE EMS-2. OSPACE TEMPERATURE SENSOR, MOUNTED WHERE SHOWN ON MECHANICAL DRAWINGS. SEE MECHANICAL DRAWINGS. AC-# ROOF MOUNTED AC UNIT WITH FACTORY MOUNTED CONTROLLER. O THERMOSTAT NOTE: PLAN REPRESENTS AN ELECTRICALLY HELD LIGHTING SYSTEM. 3 4 + AIP 1 B0P2 tV6 5 + AIP2 6 _ BOP3 8 + AIP3 _ TCM —1 BOP4 T INTERFACE BOP5 T PANEL #1 _ BOPS T 2 4 10 4 120V AC DEDICATED CIRCUIT WITH GROUND AND TERMINATION CONNECTIONS PROVIDED BY THE ELECTRICAL CONTRACTOR. SEE E-7 ELECTRICAL DETAILS 7 8 GO TB5 1-18 9 10 11 12 13 14 15 16 17 16 NOTE: EMS RELAYS TO INTERFACE WITH THE LIGHTING CONTACTORS. LIGHTING CONTACTORS PROVIDED BY THE MODULAR WALL SUPPLIER, UNLESS MODULAR EQUIPMENT IS NOT USED. IF MODULAR WALL EQUIPMENT IS NOT USED THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LIGHTING CONTACTORS AND ALL WIRING AS REQUIRED FOR A COMPLETE APPROVED LIGHTING SYSTEM. OOR 0 SEE NOTE ABOVE SEE 2/E-5 FOR ROOM LOCATION MOMENTARY CONTACT OVERRIDE SWITCH. 11 (FOR FUTURE LIGHTING CKT. OR DISPLAY EMS CHANNEL 4) 11 C MOMENTARY CONTACT OVERRIDE SWITCH. 11 (FOR 1/3 INTERIOR H.I.D. LIGHTING EMS CHANNEL 3) 11 C MOMENTARY CONTACT OVERRIDE SWITCH. ^ 11 (FOR 2/3 INTERIOR H.I.D. LIGHTING EMS CHANNELS 1 AND 2) NOTE FOR MECHANICAL CONTRACTOR IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO START UP THE VOYAGER ROOFTOP UNITS AND PUT THEM THROUGH THE TEST MODES AS REQUIRED BY THE TRANE COMPANY. THE MECHANICAL CONTRACTOR SHALL CONTACT: TRANE - NATIONAL ACCT. DEPT. (800-204-6625) BRIAN RANNEY FOR EQUIPMENT PRICING, NOTES FOR THE ELECTRICAL, MECHANICAL AND EMS CONTRACTORS FOR BEST BUY PROJECTS 1, TO SEE WHO FURNISHES THE ENERGY MANAGEMENT SYSTEM SEE DIVISION 17. 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL CONDUIT, WIRE, TRANSFORMERS AND PULL BOXES REQUIRED FOR A COMPLETE INSTALLATION, UNLESS NOTED OTHERWISE. 3. ALL WORK SHALL CONFORM WITH THE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. ELECTRICAL CONTRACTOR SHALL PAY FOR ALL INSPECTIONS AND PERMITS. 4. ALL WIRING AND/OR CONDUIT SHALL BE CONCEALED UNLESS OTHERWISE SHOWN. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER WIRING AND CONNECTIONS TO EMS EQUIPMENT. 6. ALL POWER WIRING SHALL BE COPPER WITH 600 VOLT INSULATION AND SHALL BE MINIMUM #12 GAUGE THWN WIRE. 7. EMS CONTRACTOR IS RESPONSIBLE TO MOUNT AND WIRE ALL ENERGY MANAGEMENT EQUIPMENT AS SHOWN ON DRAWINGS. 8. ALL EMS TERMINATIONS SHALL BE DONE BY EMS CONTRACTOR AS SHOWN. 9. EMS CONTRACTOR SHALL LABEL ALL WIRES AND CABLES ON BOTH ENDS AS SHOWN ON PLANS. 10. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A TRUE EARTH GROUND TO ALL EMS EQUIPMENT AS SHOWN ON THESE DRAWINGS. 11.ELECTRICAL/ MECHANICAL/ EMS CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR THE CONTROL OF THE BUILDING EQUIPMENT. ELECTRICAL CONTRACTOR NOTE: PROVIDE ALL CONDUIT, FITTINGS, PULL BOXES, LOW VOLTAGE CABLE, 120 VOLT WIRING INCLUDING ALL LABOR, MATERIALS AS INDICATED ON THE DRAWINGS, SPECIFICATION SECTIONS 15000 MECHANICAL, 16000 ELECTRICAL, 17010 ENERGY MANAGEMENT SYSTEM AND AS DIRECTED BY THE EMS CONTRACTORS. VERIFY ALL REQUIREMENTS WITH THE EMS CONTRACTOR BEFORE BIDDING THIS WORK TO THE OWNER AND INCLUDE. INFORMATION ON THIS SHEET WAS PREPARED BY THE TRANE Co. WIRE TABLE MAXIMUM MAXIMUM CAPACITANCE WIRING LENGTH BETWEEN CONDUCTORS UP TO 60 PF/FT. 1000 FT. (197 PF/m) UP TO 50 PF/FT. 2000 FT. (164 PF/m) UP TO 40 PF/FT. 3000 FT. (131 PF/m) UP TO 30 PF/FT. 4000 FT. (98 PF/m) UP TO 25 PF/FT. 5000 FT. (82 PF/m) NOTE UNIT CONTROLLER LINK AND UNIT TO UNIT COMMUNICATIONS LINK WIRING MUST BE 18 GA. TWISTED, SHIELDED PAIR (USE WIRE THAT MEETS BELDON 8760 SPECIFICATIONS). EACH CONDUCTOR MUST BE STRANDED TINNED APPROVED EMS SYSTEM (NO SUBSTITUTION ALLOWED) FOR BIDDING/INSTALLATION INFORMATION AND SITE SPECIFIC COORDINATION CONTACT: TRANE COMPANY: NATIONAL ACCOUNTS DEPT. 5916 PLEASANT AVE. S0. MINNFAPOLIS, MN 55419 CONTACT: BRIAN RANNEY PHONE - (800) 204-6625 FAX - (612) 861-7827 OO 120V AC DEDICATED CIRCUIT WITH GROUND TERMINATION CONNECTIONS AND TRANSFORMER PROVIDED BY THE ELECTRICAL CONTRACTOR. 120/24 VAC CLASS 2, 60 VA T TRANSFORMER LOCATED IN ELETRICAL ROOM WITH TCM-3 0 ELECTRICAL ROOM SEE 2/E-5 FOR ROOM LOCATION 3 F TB1 TB,' 1 24 VAC BIPI 2 COM. III 2 O1/2' EMPTY CONDUIT 3 G A SIS BIP2 3 1 WITH PULL LINE FOR 4 LOW VOLTAGE POWER 5 BIP3 T ` O1/2' EMPTY CONDUIT 1� WITH PULL LINE FOR T132 COMM LINK I BOP1 2 2 LINK 3 3 + 4 4 AIP 1 BOP2 5 5 6 + AIP2 _ 7 0B + AIP3 T BOP3 8 9 TCM — 3 BOP4 10 11 12 INTERFACE BOP5 PANEL #3 tF,5 16 BOP6 T 17 2 4 10 18 0III 120V AC DEDICATED CIRCUIT WITH GROUND AND TERMINATION CONNECTIONS PROVIDED BY THE ELECTRICAL CONTRACTOR. SEE E-7 ELECTRICAL DETAILS 1�H) T85 1-18 LIGHTING CONTACTOR SCHEDULE EMS CHANNEL VIA INTERFACE PANEL LOAD (SEE 1/E-5) COIL V LINE V QTY. ACTORS QTY. POLES AMP REMOTE OVERRIDE REMARKS KEY NOTES 1 TCM-1 PANEL LF 120 120 1 4 20 NO RESTROOM EXHAUST FAN 1 TCM-1 PANEL HB 120 277 1 8 20 NO 1/3 SALES H.I.D. LIGHTING 01 2 TCM-1 PANEL HB 120 277 1 8 20 YES 1/3 SALES H.I.D. LIGHTING 3 TCM-1 PANEL HB 120 277 1 8 20 YES 1/3 SALES H.I.D. LIGHTING 5 TCM-1 PANEL HB 120 277 1 4 20 YES EXTERIOR BUILDING LIGHTING 6 TCM-1 PANEL HB 120 277 1 1 6 20 1 YES EXTERIOR BUILDING SIGNS 1 TCM-2 PANEL HA 120 277 1 6 20 NO RECEIVING FLUOR/H.I.D. LTG. 01 1 TCM-2 PANEL HA 120 277 1 8 20 NO 1/3 SALES H.I.D. LIGHTING 01 2 TCM-2 PANEL HA 120 277 1 8 20 YES 1/3 SALES H.I.D. LIGHTING 3 TCM-2 PANEL HA 120 277 1 8 20 YES 1/3 SALES H.I.D. LIGHTING 5 TCM-2 PANEL HA 120 277 1 4 20 YES EXTERIOR BUILDING LIGHTING 6 TCM-2 PANEL HA 120 277 1 6 20 YES EXTERIOR BUILDING SIGNS 7 TCM-3 PANEL HC 120 480 1 6 1 20 YES 1/4 SITE LIGHTING 14> 8 TCM-3 PANEL HC 120 480 1 6 20 YES 3/4 SITE LIGHTING 14> 9 TCM-3 PANEL HC 120 480 1 6 20 YES FLOOD LIGHTS Q 10 TCM-3 PANEL HC 120 277 1 4 20 YES SITE SIGNAGE 1 11 TCM-3 SPARE 12 TCM-3 SPARE GENERAL NOTES: ALL ON/OFF SETTINGS SET BY BEST BUY ALL RELAYS TO HAVE A MINIMUM OF FOUR POLES. PROVIDE SQUARE D KU12V14 RELAYS WITH NR82 SOCKET MOUNTED ON NT13 DIN TRACK. PROVIDE REMOTE OVERRIDE SWITCHES FOR CHANNELS AS INDICATED. SWITCH TO BE LOW -VOLTAGE MOMENTARY CONTACT TYPE LOCATED ADJACENT TO ELECTRICAL ROOM DOOR OR ON MODULAR WALL UNIT. PROVIDE "BAKE-LITE" LABEL AT EACH SWITCH AS FOLLOWS; "LIGHTING CONTROL -CHANNEL #2- H.I.D. LIGHTING', ETC.. PROVIDE NECESSARY LOW -VOLTAGE WIRING BETWEEN SWITCHES AND TIME SWITCH. REFER TO MFG. INSTRUCTIONS REGARDING CONNECTIONS. SEE RISER 2/E-5 FOR CONDUIT SIZE AND WIRING FROM RELAY ENCLOSURE TO LIGHTING CONTACTOR ENCLOSURES. KEY NOTES: < THESE CONTACTORS ARE TO BE ENERGIZED/DE-ENERGIZED VIA SECURITY SYSTEM. WHEN STORE MANAGER DEACTIVATES SECURITY SYSTEM UPON ARRIVAL AT STORE, CONTACTORS ARE TO BE ENERGIZED. WHEN SECURITY SYSTEM IS AGAIN ACTIVATED AT STORE LOCK -UP, THESE CONTACTORS ARE TO BE DE -ENERGIZED. SEE ADDITIONAL WIRING INFORMATION ON THIS SHEET. CONTROLLED VIA LIGHT SENSOR THRU EMS OVERRIDDEN VIA WIND-UP TIMER ON TCM-1 NOTE: EMS RELAYS TO INTERFACE WITH THE LIGHTING CONTACTORS. LIGHTING CONTACTORS PROVIDED BY THE MODULAR WALL SUPPLIER, UNLESS MODULAR EQUIPMENT IS NOT USED. IF MODULAR WALL EQUIPMENT IS NOT USED THE ELECTRICAL CONTRACTOR SHALL PROVIDE All,UGRNG CONTACTORS AND ALL WIRING AS REQUIRED FOR A COMPLETE APPROVED LIGHTING SYSTEM. OOR 0 SEE NOTE ABOVE SEE 2/E-5 FOR ROOM LOCATION J � ' — NN W NN Z �N N J FN P Z 1[ 4 OW OP Ny " wZ IMP^ � a uNi Lw L Z NON O W N N N v U � 3oVol Q 0� 0 Cc �N m aW ��-TSB ?¢¢F o CD Q � ❑ o r N OD N • =mom -1 N >LM LL N o o C, w ¢ w HERSCHMAN ARCHITECTS I N C O R P O R A T E D herschmanarchitects,com SQ, FT. CALC5 RETAIL: 2 E5 sa4 5F STAGINCs: 215 5F INSTALL: 1 0(o5 9F TOTAL: 020 CONCEPT: <OF CONCEPT PATE: 0.4 G.O.-21 FIXTURE REL. 12-11-04 G.O.-13 FINAL REL. 02-11-05 STORE NUMBER: e 0 F) a ® v • 0 ' A } ILL j� �< J) O 51 I) /FE F�1-I I T • SET 01=21=04 izEY. PATE 0 A A SCALE: NO SCALE ENERGY MANAGEMENT ' SYSTEM v SEE DETAIL BELOW FOR TYPICAL WIRING DETAIL FOR NEW TRANE RTU'S. VERIFY WITH TRANE CO. UEM TERMINATIONS ON ALL UNITS. /[ — 1— GAS -T— �iQTESTQ­ — — ® HEATER SECTION 'RTRM BOARD I © (1)I ECON ACTUATOR / I \\ I � I \ \\ T SENSOR '" F -1 RTCI BOARD , � I 1 4 O OPTION MODULE - E O 00 I A. SENSOR I— / \� I BELDON 876C WIRE L \ �� ROOF LINE FOR TCI BOARD TERMINATIONS SEE DETAIL BELOW. SUPPLY AIR SMOKE DETECTOR FS I S RETURN AIR SMOKE DETECTOR 1 - RETURN AIR SENSOR 13 - RETURN AIR HUMIDISTAT �4 - OUTSIDE AIR HUMIDISTAT I 1 TYPICAL ROOFTOP AC UNIT CONTROL PANEL WALL PLATE SENSOR TO BE MOUNTED ON COLUMNS BY UNITS (SEE MECHANICAL DRAWINGS FOR LOCATION). TYPICAL WIRING DETAIL FOR EXISTING RTU'S. VERIFY WITH TRANE CO. �O� SEC ON [ / \p\ \ RTRM BOARD p0 I F -1 �0 \ RTC] BOARD ECON ACT O / I \\\( SA SENSOR F L \pp-�� p I BELDON 876C WIRE L - _ L_ / FOR TCI BOARD TERMINATIONS SEE DETAIL BELOW. I WALL PLATE SENSOR II I II II II I I SUPPLY AIR SMOKE DETECTOR S I I WIRE SHALL BE BELDON 8760 TYPICAL FOR ALL UNITS. S RETURN AIR SMOKE DETECTOR NOTE FOR MECHANICAL CONTRACTOR: IT IS VERY IMPORTANT THAT THE UNITS BE TESTED AND STARTED UP ACCORDING TO TRANE GUIDELINES LOCATED IN THE OPERATORS MAINTENANCE MANUAL IN THE UNIT. ALSO GUIDELINES LOCATED IN THE SPECS. WALL PLATE SENSOR BCU POWER SUPPLY WIRING AND CABLE CONNECTIONS HOT -----i NEU--� CUSTOMER NOTE: GND� 1. NOTICE: FOR FIELD WIRING USE AT LEAST 75'C RATED WIRES. FAILURE TO COMPLY MAY RESULT IN FIRE HAZARD 2. COMPONENTS AND WIRING SHOWN DASHED ARE FIELD INSTALLED. 1 ; SERVICE � ALL CUSTOMER WIRING MUST BE IN ACCORDANCE WITH NATIONAL L_____-0 O RECEPTACLE ELECTRIC CODES AND LOCAL CODES. GREEN WIRE GROUND MUST I BE CONTINUOUS BACK TO CIRCUIT BREAKER PANEL. -____-0 O ----------0 O EAMPMAX CONNECTIONS TO OTHER BUILDING CONTROL UNITS OR PC PTIONAL I 0 MODULE CABLE WORKSTATIONS ARE VIA: ' ETHERNET: THINNET COAX WITH BNC CONNECTORS OR CATEGORY 5 UTP WITH RJ45 CONNECTORS BCU LOGIC CARD 0 SWITCH S2 CONFIGURES BCU ADDRESS. P1 _-- REFER TO VIEW B MANUAL FOR ADDRESSESGREATERTHAN REFER stTO INSTALLATION ON OFF ,IBa S2 iON 2 T82 OPTIONAL 1/0 SWITCH S2 SETTINGS a 2 MODULE BCU 1 2 3 4 5 6 7 8 P2 4 ADDRESS 1 e o 0 0 0 0 o ON = e 5 P31 7 REFER TO 8 VIEW A P41 s 10 11 P5 12 UNIT CONTROLLER COMMUNICATIONS DIAGNOSTIC DISPLAY MODULES Cd SVC IS THE SERVICE LED FOR COMM5 LINKS. NORMAL OPERATION TO LOCAL DISPLAY IS OFF. SEE USER MANUAL FOR DIAGNOSTIC DESCRIPTION. F - - - - - OPTION CARD I SLOTS BCU 1/0 MODULE I Pt +1 0 BOP-1 -2Q) LINK 1 TX 0 — 1 '------ +3 RX O + 2 -----" ____} NOT USED � �uP� � INPtIs UIP-1 KW (UIP-1) -4 SVC 0 3 "-<—SHIELD AS SHOWN. +5 LINK 2 TX 0 — 4 ------- UNIT CONTROLLER OO-0Ooo UIP-2 _6 FlRE (UIP-2) _______ ____} COMMUNICATIONS (TCMS - ALL RTUS) ulPt 0 RX 0 + 5 LINK 2(MODULE P3) 00 +� OUTSIDE AIR TEMPERATURE SENSOR UIP-3 SVC 0 6 -�-SHIELD UIP-3 ( ) -a 12 LINK 3 TX 0 —------- ----� UNIT CONTROLLER UIP2 OGOOOO +s COMMUNICATIONS (VAV AND FAN COIL) RX 0 -}------ -- LINK 3(MODULE P4) UIP-4 to CO2 SENSOR (UIP-4) SVC 0 'SHIELD LINK 4 TX O —10------- - 12 34 56 11 OUTSIDE AIR HUMIDITY SENSOR (UIP-5) RX 0 -I- ------- NOT USED UIP3 1000000 UIP-5 120 SVC 0 12"SHIELD 24V 130 12 34 56 +140 Ca VI EW A QR94R9 UIP4000GflO VIEW B COMMUNICATION LINK WIRING TB V I BCU 1/0 MODULE 12 34 56 UIPS 10000001 REFERENCE INFORMATION ON THIS SHEET WAS PREPARED BY THE TRANE CO. uJ mN Z wN N J FN P ZW N�N� 0W N . VJZ NYNP C P ❑ N OW NNNP , () v ❑ OJ 1 0 . Cc'oE �N ID z2Q� �F o FS p I - � O LLmv�-i o Fr N Lj 0U (� 0 OJ } EL oLu a U y 0 —30¢ c ¢ w 5Q. FT. C,4LC5 FETAIL: 2 sa4 5F STAC%INCs: 2_15 &F INSTALL: TOTAL: 30 2(c?4 S1= CONCEPT: 30< <OF •� CONCEPT DATE: 05 - 0(0- 04 r3.0.-21 FIXTURE REL. 12 -17 - 04 Cz.O.-13 FINAL REL. 02-11=05 STORE NUMBER: • C Mai nQ }- LIL • Lu O w Z >� �Z 51D/FERI„IIT 5ET 01-21-0-4 •� REV. DATE 0 A 0 0 0 SCALE: NO SCALE ENERGY MANAGEMENT SYSTEM EMS-2 y� F_ C3� 71 r- T T T T IaT T Q 4 T T'T -r Q T T T 2-= c-5 o RINEHART ROAD AVAILABLE POINT OF FLOW TEST ALL UNDERGROUND SITE AND OFF -SITE UTILITIES SHOWN ARE FOR REFERANCE ONLY. REFER TO CIVIL DRAWINGS FOR INSTALLATION REQUIREMENTS UNDERGROUND LEAD-IN, REFER TO CIVIL DRAWINGS f fnnkl /cTonor /oonl"nrn Akin I\ICTAI I rn ov TLC SITE FIRE SERVICE PIPING PLAN SCALE: 1"=200'-O" NORTH SITE FIRE SERVICE PIPING PLAN SCALE: 1" = 50'-0" NORTH ALL UNDERGROUND PIPING IS SHOWN FOR HYDRAULIC REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR INFORMATION PERTAINING TO UNDERGROUND MATERIALS AND INSTALLATION REQUIREMENTS. THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL SITE INFORMATION WITH ARCHITECT AND CIVIL ENGINEER FTHESEDRAWINGS ARE FOR COORDINATION, CONCEPTUAL USE AND RMIT ONLY. THEY ARE NOT FOR SUBMITTAL (FOR SPRINKLER RICATION OR INSTALLATION PURPOSES. SPRINKLER TO PROVIDE COMPLETE SUBMITTAL DRAWINGS FOR APPROVAL. TO MAIN WET SYSTEM zz- 8° X O d REFER TO CIVIL DRAWINGS FOR UNDERGROUND PIPING RISER DETAIL A SCALE: N.T.S. GENERAL NOTES 1. BIDDING CONTRACTORS MUST REVIEW ALL DRAWINGS, CONSTRUCTION DOCUMENTS AND SPECIFICATIONS PRIOR TO BID. 2. SPRINKLER PLANS ARE SCHEMATIC AND SHALL NOT BE MEANT TO CONVEY OR ALLOW DISCREPANCY BETWEEN THE WORK ILLUSTRATED HEREIN AND ALL APPLICABLE CODES, STANDARDS, AND ORDINANCES. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO VERIFY ACTUAL CONDITIONS OF CONSTRUCTION AND TO MAINTAIN CONFORMANCE TO THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO BID. 3. SELECTED CONTRACTOR SHALL PREPARE FIRE SPRINKLER FABRICATION/INSTALLATION FROM THIS SET OF WORKING DRAWINGS AND SPECIFICATIONS. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPLICABLE CODES AS SHOWN, THE LOCAL FIRE DEPARTMENT/BUILDING DEPARTMENT (AHJ), THE OWNER'S INSURANCE CARRIER, TRUSS MANUFACTURER, STRUCTURAL ENGINEER AND THE OWNER'S REVIEWING CONSULTANT. 5. SPRINKLER SYSTEMS SHALL BE MONITORED BY AN OFF SITE CENTRAL STATION INCLUDING TAMPER SWITCHES ON ALL CONTROL VALVES, SYSTEM WATER FLOW INDICATORS (WET AND DRY), LOW AIR ALARM DEVICES (DRY SYSTEMS ONLY) AND, IF APPLICABLE, FIRE PUMP ROOM DEVICES. 6. SPRINKLER PIPE SHALL BE PER NFPA STANDARDS. "DYNA-FLO", "SUPER-FLO", "EZ-FLOW" AND "XL" TYPES ARE ACCEPTABLE. ALL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO OF 1.0 OR GREATER AND BE UL LISTED AND FM APPROVED. ALL PIPING SHALL BE PAINTED TO MATCH ROOF/STRUCTURE. REFER TO SPECIFICATIONS. REFER TO SPECIFIC PIPING PLAN FOR PIPING TYPE TO BE INSTALLED. 7. THE CONSTRUCTION CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 8. TVA SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF TVA EMPLOYEES. 9. THE CONTRACTOR SHALL PROVIDE ALL "MATERIAL AND TEST CERTIFICATES" PER NFPA 13 TO TVA UPON COMPLETION OF TESTING AND PRIOR TO FINAL ACCEPTANCE BY THE OWNER. THE FOLLOWING CERTIFICATES ARE REQUIRED AS A MINIMUM WHERE APPLICABLE: A. UNDERGROUND PRESSURE TEST E. OVERHEAD FINAL B. UNDERGROUND VISUAL INSPECTION C. UNDERGROUND FLUSH D. OVERHEAD HYDROTEST 10. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL. 11.INSTALLATION AND FABRICATION SHALL NOT COMMENCE UNTIL PLANS AND CALCULATIONS ARE APPROVED BY ALL AUTHORITIES MENTIONED ABOVE. 12. SEE FIRE SPRINKLER SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 13. ALL HANGER TYPES, SIZES, AND METHODS OF ATTACHMENT, INCLUDING SWAY BRACING, MUST MEET REQUIREMENTS OF REVIEWING AUTHORITIES MENTIONED ABOVE. 14. CAUTION: TVA WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY TVA. ALL CUT LENGTHS, HANGER TYPES, HANGER LENGTHS, PIPE ROUTING, PIPE ELEVATIONS, AND EXACT SPRINKLER LOCATIONS SHOWN MUST BE FIELD VERIFIED BY THE INSTALLING CONTRACTOR, 16. THE FIRE SPRINKLER CONTRACTOR SHALL PERFORM A FIRE SPRINKLER ACCEPTANCE TEST IN THE PRESENCE OF THE OWNERS REPRESENTATIVE. THIS TEST IS IN ADDITION TO THE TESTS REQUIRED BY THE FIRE AND/OR BUILDING OFFICIALS FOR THE CERTIFICATE OF OCCUPANCY. THE TESTS SHALL BE IN ACCORDANCE WITH NFPA 13 AND SHALL BE PERFORMED AFTER THE COMPLETE INSTALLATION OF ALL SYSTEMS (TYPICALLY TWO TO THREE WEEKS PRIOR TO STORE OPENING). THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE. TEN (10) WORKING DAYS PRIOR TO THE COMPLETION OF THE INSTALLATION FOR SCHEDULING. THE CONTRACTOR SHALL BUDGET FOR ONE (1) DAY OF TESTING, HOWEVER THE CONTRACTOR SHALL BE RESPONSIBLE TO BE PRESENT UNTIL SUCH TIME THAT ALL SYSTEMS ARE FOUND ACCEPTABLE. THE CONTRACTOR SHALL FURNISH ALL PERSONNEL, LIFTS, HAND TOOLS, AND ANY OTHER EQUIPMENT NEEDED FOR TESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL COSTS INCURRED BY THE FAILURE TO PERFORM THE TESTS ON THE SCHEDULED DATE, WITHIN THE BUDGETED TIME (1 DAY), AND/OR RETESTS DUE TO SYSTEM FAILURE (COSTS INCLUDE, BUT ARE NOT LIMITED TO TRAVEL, LODGING, PER DIEM, TRANSPORTATION AND LABOR). PIPE LDIMENSIIOppENS UNDERGROUND NOTES PIPE IN& DIAMSETER DIAMETER 1. ALL INSTALLATION AND MATERIAL TO BE PER NFPA 24. SCHEDULE 40 2. MINIMUM BURY TO BE PER LOCAL CODES. 1" 1:115- 1.049 3. ALL UNDERGROUND PIPING TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR TWO HOURS. "/" 4. ALL UNDERGROUND PIPE TO BE FLUSHED PRIOR TO CONNECTION TO OVERHEAD SPRINKLER PIPING. IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO ENSURE THAT FLUSHING OF THE UNDERGROUND PIPING HAS OCCURRED PRIOR TO CONNECTION. SCHEDULE 10 5. PROVIDE CONCRETE THRUST BLOCKING, AND THRUST RODS AS REQUIRED. 1" 13 1097 1�2„ ]:g6 „ 1:49442 6. PIPE UNDER FOOTINGS TO BE DUCTILE IRON. 22; 1/2" 2;g3g755 :6F5 7. THE FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR THE CONNECTION, ALL ASSOCIATED 3J-64" 5 26d CHLORINATION AND FLUSHING OF THE LEAD-IN PIPING. 4" 6357 8" .68.249 THREADABLE LIGHT WALL XL >/ 1.104 1,-1/2" J .89 1.g4g87 2 2.:N4 SCHEDULE 7 SUPERFLO to » » -1/�n n •� n n 1 /2" 7 /' � 7" 4" 1.500 " 4 352" RISER LEGEND 1. 8" UNDERGROUND 2. 8"x13 1/2" FLANGE 3, 8" WALL MOUNTED POST INDICATOR VALVE 4. 8" ALARM CHECK VALVE WITH VARIABLE PRESSURE TRIM 5, 2" DRAIN TO DISCHARGE 6" ABOVE PAVED (OUTSIDE) SURFACE 6. FLOW SWITCH 7. 300 PSI GAGE 8. 1" TAP FOR INSPECTORS TEST CONNECTION 9. 1" TEST-N-DRAIN WITH PRESSURE RELIEF VALVE 10. SPARE HEAD BOX, PROVIDE THE FOLLOWING: * 6 EC-25 SPRINKLERS * 6 OF EACH OTHER TYPE OF SPRINKLER USED * 1 WRENCH FOR EACH TYPE OF SPRINKLER USED 11. 8"x6" REDUCING COUPLING PROVIDE A MINIMUM OF 2" CLEARANCE AROUND UNDERGROUND ENTRANCE PIPE. IF A PIPE SLEEVE IS USED IT SHALL BE A MINIMUM 2 NOMINAL PIPE DIAMETERS LARGER. CONTRACTOR TO INSTALL A CALCULATION PLAQUE AND PROVIDE A CALCULATION INFORMATION CARD SHOWING GALLONAGE AND PRESSURE REQUIRED AT THE BASE OF RISER. DESIGN DENSITY AND AREA CALCULATED, AS WELL AS INFORMATION ABOUT THE INSTALLING CONTRACTOR. CARD IS TO BE METAL, AND TO BE AFFIXED TO EACH RISER WITH A CHAIN. STICKER TYPE CARDS, OR CARD NOT AFFIXED WITH CHAIN WILL NOT BE ACCEPTABLE. NOTE: ALL FIRE PROTECTION PIPING STUB -UPS WHETHER INSIDE OR OUTSIDE A BUILDING (INCLUDING PUMP ROOMS), SHALL BE INSTALLED UTILIZING THE "2-HOLE METHOD" ON ALL FLANGES. THE FLANGE SHALL BE INSTALLED WITH THE BOLT HOLES ALIGNED SO THAT FITTING, VALVES, AND EQUIPMENT ARE IN A SQUARE ALIGNMENT WITH ADJACENT WALLS AND FLOOR. WALL 90*rL O 0 0 0 90' p FINISH FLOOR NOTE: PROVIDE A MINIMUM OF 2" CLEARANCE AROUND UNDERGROUND ENTRANCE PIPE. IF A PIPE SLEEVE IS USED IT SHALL BE A MINIMUM 2 NOMINAL PIPE DIAMETERS LARGER. CIVIL / FIRE SPRINKLER SECTION NOTE (04/30/01) N.T.S. APPLICABLE CODES JI BUILDING CODE: 2001 FLORIDA BUILDING CODE w/ 2002 REVISIONS FIRE CODE: 2001 FLORIDA FIRE PREVENTION CODE w/ 2002 REVISIONS STANDARDS: NFPA 13, 1999 EDITION NFPA 24, 1998 EDITION NFPA 291, 1995 EDITION FLOW TEST INFORMATION INFORMATION IS PER: SANFORD FIRE DEPARTMENT TEST LOCATION: RINEHART RD AND OREGON AVE (SOUTH OF SITE) DATA: STATIC - 78 PSI RESIDUAL - 60 PSI OBSERVED FLOW - 1205 GPM TEST ELEVATION: LEVEL WITH FINISHED FLOOR TEST DATE: JUNE 28TH, 2000 TEST TIME: UNKNOWN BUILDING PAD ELEVATION: LEVEL WITH TEST SITE FLOW INFORMATION IS FURTHER REDUCED PER THE FOLLOWING: * (5) PSI BUFFER IS ACCEPTABLE PER THE CITY OF SANFORD FLOW TEST TO BE USED FOR FIRE SPRINKLER DESIGN: STATIC - 73 PSI RESIDUAL - 55 PSI FLOW - 1205 GPM TM RE, SAFETY. SECURITY. TEL (952) 930-0006 ■ FAX (952) 930-0111 ■ CONSULTANT: MARK MANGELS DESIGNER: BILL HOPPE CAD DESIGNER: JAMES RICHARDS SQ. FT. CALCS RETAIL: 25,984 SF STAGING: 3,215 SF INSTALL: 1,065 SF TOTAL: 30,264 SF CONCEPT: C5- 30K CONCEPT DATE: 05-06-04 G.0.-21 FIXTURE REL G.0.-13 FINAL REL. STORE NUMBER: l� I- Lj_ Q zO �z Q Lo BID/PERMIT ' SET 07- 22- 04 SCALE: AS NOTED SITE FIRE • SERVICE PIPING PLAN FP 1,0 0 1 rvLL nLivi i i IIr%LL TO DETAIL #15 ON SHEET FP3. FIRE SPRINKLER PIPING PLA SCALE: 3/32" = 1'-0" NORTH FIRE SPRINKLER PIPING PLAN 1. ALL PIPING MUST BE COORDINATED AROUND FRAMING MEMBERS AND PROPERLY INSTALLED INSIDE THE BAR JOIST, 2. CONTRACTOR SHALL ROUTE PIPING AROUND ALL OBSTRUCTIONS, I.E.: MECHANICAL UNITS, DUCT WORK ETC, AS DETAILED BY NFPA 13 1999 EDITION. ADDITIONAL SPRINKLERS REQUIRED TO CORRECT BLOCKING OF SPRAY PATTERN TO BE SUPPLIED BY CONTRACTOR AT NO ADDITIONAL COST, 3. ALL SPRINKLER DEFLECTOR DISTANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH NFPA 13 1999 EDITION. 4. SEISMIC BRACING SHALL BE PROVIDED IF REQUIRED, ALL SEISMIC BRACING METHODS AND CALCULATIONS SHALL BE IN ACCORDANCE WITH NFPA 13 1999 EDITION AND FMRC ACCEPTED BY THE STRUCTURAL ENGINEER OF RECORD AND THE OWNERS REPRESENTATIVE. 5. IF APPLICABLE: THE SPRINKLER CONTRACTOR SHALL ASSUME THAT ALL CURTAIN BOARDS WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PENETRATING THE CURTAIN BOARDS AND FOR SEALING ANY HOLES CREATED BY THE PENETRATIONS WITH AN APPROVED CAULKING. 6. ALL PIPE PASSING THROUGH CONCRETE SLABS OR WALLS SHALL BE INSTALLED WITH ONE INCH CLEARANCE ON ALL SIDES FOR PIPING THREE INCHES IN DIAMETER OR SMALLER AND WITH TWO INCHES CLEARANCE ON ALL SIDES FOR PIPING FOUR INCHES IN DIAMETER AND LARGER. SPRINKLER CONTRACTOR SHALL PROVIDE ALL CORING WITH PROPER CLEARANCE THROUGH ALL CONCRETE WALLS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TWO INCH CLEARANCE AROUND ALL PIPING PASSING THROUGH CONCRETE SLABS. THE SPRINKLER CONTRACTOR SHALL FILL ALL PENETRATIONS WITH APPROVED FIRE RATED MASTIC. 7. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED FIRE STOPPING MATERIAL. 8. FIRE SPRINKLER SHOP DRAWINGS WITH DETAILS SHOWING HANGERS, FASTENERS, ATTACHMENT METHODS AND SIZES SHALL BE SUBMITTED TO THE TRUSS MANUFACTURER AND STRUCTURAL ENGINEER FOR APPROVAL. A LETTER OF APPROVAL SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE BY OWNER. THE DETAILS SHALL INCLUDE ALL HANGERS AND SEISMIC BRACING, 9. ONLY UL LISTED AND FM APPROVED SPRINKLER PIPE TYPES SHALL BE USED AND SHALL COMPLY WITH THE SPECIFICATIONS. CRIMP TYPE INSTALLATIONS ARE NOT ACCEPTABLE. 10. FLUSHING CONNECTIONS SHALL BE PROVIDED PER NFPA 13 1999 EDITION. 11. CONTRACTOR TO PROVIDE FIRE SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONS IN ACCORDANCE WITH NFPA 13, (INCLUDING ASSOCIATED APPENDIX ITEMS) AND FIRE SPRINKLER SPECIFICATIONS TO THE ARCHITECT FOR REVIEW. SHOP DRAWINGS SHALL BE REVIEWED BY OWNER'S FIRE PROTECTION CONSULTANT (TVA). NO INSTALLATION OR Y FABRICATION MAY COMMENCE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER PRIOR TO OBTAINING APPROVED SHOP DRAWINGS, 12. ALL SPRINKLER MAIN PIPING IS SHOWN CENTERED BETWEEN TRUSSES, SPRINKLER CONTRACTOR SHALL PROVIDE TRAPEZE MEMBERS IN ACCORDANCE WITH NFPA 13 2002 EDITION AND THE STRUCTURAL ENGINEER OF RECORD. *NOTE: ALL OFFICE DROPS AND ARM OVERS TO BE 1Y4" OFFICE PACKAGE__ SCALE: 1/8" = 1'-0 FULL HEIGHT WALL AUTOMATIC FIRE SPRINKLER LEGEND SYMBOL MODEL TYPE TEMP ( ORIFICE K-FACTOF FINISH ESCUTCHEO O CENTRAL EC-25 EXT. COV, UPRIGHT 165' VELO 25.2 BRASS NONE ssP 155' 1 /2" 5.6 PROM RECESSED 155• 1 /2" 5.6 ICHROMI]401 NOTE: ALL FINISHED SPRINKLERS TO BE BULB TYPE ASSEMBLY. > ON FP3. IENOTE: THE FIRE SPRINKLER CONTRACTOR SHALL COORDINATE AND INFORM THE LECTRICAL CONTRACTOR OF THE SPACING RESTRICTIONS WITH RESPECT TO THE LIGHTS. FDISALLOWED. ATE INSTALLATION OF THE FIRE SPRINKLER SYSTEM WITH OTHER TRADES. SEE ON THESE PLANS AND ON PLANS FOR OTHER TRADES TO IDENTIFY POTENTIAL TS. CHANGE ORDERS DUE TO FAILURE TO COORDINATE THE INSTALLATION WILL BE F SHALL INSTALL SPRINKLERS UNDER ALL ROOF TOP UNITS REGARDLESS OF TIONS SHALL BE COORDINATED WITH OTHER TRADES. F T HEATER7NOTE:PRINKLERS WITHIN PROXIMITY (7' RADIUS) OF RADIANT HEATERS BE OF A ASSIFICATION PER NFPA 13 AND DO NOT NECESSARILY POND TONKLERS AS SHOWN HERE. F L PIPING SHALL BE COORDINATED WITH ALL DRAWINGS, AND HIDDEN FROM VIEW ABOVE ILINGS. CONCEAL ALL PIPING WHERE POSSIBLE, THESE DRAWINGS ARE FOR COORDINATION, CONCEPTUAL USE AND BUILDING PERMIT ONLY. THEY ARE NOT FOR SUBMITTAL (FOR SPRINKLER PERMIT), FABRICATION OR INSTALLATION PURPOSES. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE SUBMITTAL DRAWINGS FOR APPROVAL. CONTRACTOR SHALL PROVIDE ALL LOCATIONS, PIPE SIZE AND SPRINKLER SPACING AS SHOWN ON PROVIDED BID SPECIFICATION DRAWINGS/DOCUMENTS. ALTERNATES MUST BE APPROVED IN WRITING BY PREPARER OF SPRINKLER BID SPECIFICATION DOCUMENTS PRIOR TO BID NOTE: EXTENDED COVERAGE SPRINKLERS SHALL NOT BE LOCATED ON THE CENTER LINE OF TRUSS MEMBERS, THEY MUST BE AT LEAST (4) TIMES THE WIDTH OF THE WEB MEMBER AWAY FROM THE WEB MEMBER. DESIGN CRITERIA SALES FLOOR/ AREA: (INITIAL DENSITY) .50/FIRST FOUR HEADS + 500 HOSE STREAM; 196 SQ. FT. MAXIMUM SPACING PER SPECIFIC TESTING AT THE WAREHOUSE UL LABS FOR THE BEST BUY STORAGE/DISPLAY CONFIGURATION, COMMODITIES ON CANTILEVER -STYLE RETAIL SHELVING TO 15 FT., NON -ENCAPSULATED. (SECONDARY DENSITY) .425/2000 + 500 HOSE STREAM; 196 SQ. FT. MAXIMUM SPACING PER SPECIFIC TESTING AT THE UL LABS FOR THE BEST BUY STORAGE/DISPLAY CONFIGURATION. COMMODITIES ON CANTILEVER -STYLE RETAIL SHELVING TO 15 FT., NON -ENCAPSULATED. OFFICES: .15/1500, 130 SQUARE FEET MAX. SPACING, 250 GPM HOSE PROVISION. TYPE OF CONSTRUCTION ROOF: OPEN WEB STEEL JOISTS, APPROXIMATELY 3 FEET DEEP, FRAMED INTO STEEL GIRDERS WITH A STEEL ROOF DECK. DOCUMENTS, AND TO BRINOF GG ANY POTENTIALLCONFLICTSTOTO TO THEFATTENTION THEMSELVES ELARCHITECT PRIOR TO SPECIFICATION V Liamblis tE. SAFETY. SECURITY. TEL (952) 930-0006 ■ FAX (952) 930-0111 CONSULTANT: MARK MANGELS DESIGNER: BILL HOPPE CAD DESIGNER: JAMES RICHARDS I rAl IN HERSCHMAI ARCHITECT I N C O R P O R A T E D 2 3 6 2 COMMERCE PARK 4CLEV4ELANID, OHIO PHONRI6-464-4144 FAX 216-464-6592 E—MAIL: mailboxg herschmanarchitects.coi SQ. FT. CALCS RETAIL: 25,984 SF STAGING: 3,215 SF INSTALL: 1 065 SF TOTAL: 30,264 SF CONCEPT: C5-30K CONCEPT DATE: 05-06-04 G.0,-21 FIXTURE REL G.O.-13 FINAL REL. STORE NUMBER: Q 0 Z� .. z w Q O (J} • In BID/PERMIT ' SET 07-22-04 • all �= O SCALE: AS NOTED FIRE SPRINKLER PIPING PLAN FP2401 1 � 12" MAXIMUM I I cN CCE4 „vniLLCAi vnnu. ry�v� „� 4' MINIMUM 4 IN AN ACCESIBLE LOCATION _K_X/1MA11K1r_1 (1-1 ACC ALL LOW CEILING AREA PIPING TO BE 1 Y4 UNLESS NOTED SALES FLOOR .s---r . sr' r F LIGHTS ARE3'-O" BELOW SPRINKLERS THIS T DOES NOT APPLY. FTHE FIRE SPRINKLER CONTRACTOR SHALL AND INFORM THE ELECTRICAL CONTRACTOR CING RESTRICTIONS WITH RESPECTTO THE 1 Sprinkler vs. Light Detail SCALE: Not to Scale TRAPEZE HANGER (SEE DETAIL#6 THIS SHEET) R T U USE SAME TYPE AND TEMP. SPRINKLER AS ROOF SYSTEM 3'-0" CENTRAL UPRIGHT SPRINKLER UNDER MECHANICAL UNIT ::::�� TYP.1 X I MOD.I DATE: 04-30-01 _IJ—B NCHLINE �1" PIPING UNLESS NOTED OTHERWISE HANGER IS REQUIRED 5 Upright Spkr. Under Mech. Unit & Duct Work TYP.1 X1 MOD. SCALE: Not to Scale DATE: 04-30-01 1. MAXIMUM SPACING FOR HANGERS OF 4", 6" AND 8" DIAMETER PIPE SHALL BE 8'-0". 2. ALL PIPE HANGERS FOR 4",6" n AND 8 DIAMETER PIPE ARE TO BE PLACED AT OR WITHIN 0'-6" OF STEEL JOIST PANEL POINTS. IF PIPE HANGERS CANNOT BE PLACED AT STEEL JOIST PANEL POINTS. SPRINKLER CONTRACTOR IS TO INSTALL A TRAPEZE HANGER PERPENDICULAR TO THE PIPE AND SUPPORT AT STEEL JOIST PANEL POINTS OR ADD A NEW WEB MEMBER PER STRUCTURAL DETAILS. 3. PIPES SPANNING PERPENDICULAR TO STEEL JOIST: A. 6" DIAMETER PIPES SHALL NOT BE SUPPORTED BY STEEL JOISTS SHORTER THAN 30'-0" IN LENGTH. B. 8" DIAMETER PIPES SHALL NOT BE SUPPORTED BY STEEL JOISTS SHORTER THAN 35'_0" IN LENGTH. C. ALL 4n n n , 6 AND 8 DIAMETER PIPES PLACED ADJACENT TO EACH OTHER SHALL BE SUPPORTED FROM ALTERNATE STEEL JOISTS. 4" AND 6" DIAMETER ADJACENT PARALLEL PIPES CAN BE SUPPORTED IN COMBINATION FROM THE SAME JOIST FOLLOWING THE SUPPORT CRITERIA FOR 8" DIAMETER PIPES AS NOTED IN 3.B. 4" OR 6" DIAMETER PIPE SHALL NOT BE SUPPORTED BY STEEL JOISTS WHICH SUPPORT 8" DIAMETER PIPE. 4. PIPES SPANNING PARALLEL TO STEEL JOIST: A. 6" DIAMETER PIPE HANGERS SHALL NOT BE PLACED CLOSER THAN 18" TO ANY STEEL JOISTS. B. 8" DIAMETER PIPES SHALL BE PLACED CENTER TO NO MORE THAN 6" OFF CENTER BETWEEN STEEL JOISTS. C. 4" AND 6" DIAMETER ADJACENT PARALLEL PIPES CAN BE SUPPORTED IN COMBINATION FROM THE SAME JOIST ON SEPARATE TRAPEZE HANGERS FOLLOWING THE SUPPORT CRITERIA FOR 8" DIAMETER PIPES AS NOTED IN 4.B. 4" OR 6" DIAMETER PIPE SHALL NOT BE SUPPORTED BY STEEL JOISTS WITH SUPPORT 8" DIAMETER PIPE. 5. INSTALLING SPRINKLER CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN FILLING SPRINKLER SYSTEM PIPING WITH AIR OR WATER TO MINIMIZE HORIZONTAL THRUST AND UNDUE LATERAL FORCE. ALL PIPING SHALL BE BRACED LATERALLY PER DETAILS SHOWN TO RESIST SEISMIC FORCES AS REQUIRED BY NFPA 13. 6. ANY DEVIATIONS AND CHANGES MUST BE BROUGHT TO THE ATTENTION OF THE FIRE SPRINKLER CONSULTANT AND THE STRUCTURAL ENGINEER IN WRITING BEFORE CHANGES ARE MADE. 7. ALL HANGERS WILL BE ATTACHED TO TOP CHORD OF TRUSS. NO ATTACHMENT FOR ANY PIPE SIZE WILL BE ALLOWED ON THE BOTTOM CHORD. 8. NO HANGERS WILL BE ATTACHED TO THE WOOD SUB-PURLINS OR ROOF DECK. 9 Hanger Notes TYP. X MOD. SCALE: No Scale DATE: 04-30- FED FROM OVERHEAD BRANCHLINE (CONCEAL PIPING IN WALL) --- 1j" PIPE- 1/2" CENTRAL MODEL"WS" VERTICAL SIDEWALL SPRINKLER 12" MAXIMUM 4" MINIMUM CAR AUDIO INSTALLATION 1 HR RATED WALL (6" PARTITION WIDTH) REFER TO DETAIL #3 ON THIS SHEET 5 3" (WITHIN A 1 " TOELRANCE) (12" MAXIMUM i 4' MINIMUM WING GLASS SALES FLOOR 1 HR RATED WALL 13I VIEWING GLASS "WATER CURTAIN" PROTECTION SCALE: No Scale MAIN PIPING --- 1" PIPE-0-LET 1" X 0'-4" NIPPLE 1" GLOBE VALVE 1" PLUG —� AUXILIARYtDRAIN LSIGN W/CHAIN PROVIDE ON END OF EACH CROSS MAIN DRAINS SHALL BE PROVIDED WITH PLUGS AT LOW LEVEL PIPING AND DROPS 2 Auxiliary Drain Detail SCALE: Not to Scale TYP. X I MOD DATE: SEE DETAIL HANGER #5 FOR 6" & 8" PIPE USE FOR DETAILS NOT SHOWN EXTRA HEAVY RING FOR 1/2" ROD, TOP BEAM CLAMP o � TRAPEZE MEMBER 0 z PIPE RING a-----1/2" ATR FOR 6"-8" PIP Dfz °� 3/8" ATR FOR 2"-4" PIP 3/8" X 0'-6" ROD J � WELDED ON ENDS -- OPEN WEB PIPE RING STEEL TRUSS ---SIM. TO HANGER #9 SEE DETAIL MAIN PIPING WALL OR RACK ETC rUNI—STRUT 3 Attachment For Drops SCALE: Not to Scale CLAMP FASTENERS 5/8�4) ORS 1-1 /2JfJ UEXC BOLT � 5/8 WASHER F.F. TYP. X MOD. 4 Pipe Stand DATE: 04-30-01 SCALE: Not to Scale TRAPEZE TYPE SCH.10 SCH.10 SCH.10 SCH.10 SCH.10 SCH.40 MAIN DIAMETER 2" 2-1/2" 3" 4" 6" 8" TRAPEZE LENGTH 8'-0" 2 1 /2" 2 1 /2" 2 1 /2" 2 1 /2" 3" 3" 7'-0" 2 1 /2" 2 1 /2" 2 1 /2" 2 1 /2" 3" 3" 6'-0" 2" 2" 2 1 /2" 2 1 /2" 3" 3" A.T.R. SIZE 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" NOTE: ATTACH ONLY WITHIN 0'-6" OF (TOP) TRUSS PANEL POINTS AT 8'-0" O.C. NOTE: PREDRILL HOLE FOR C-CLAMP USING GOOD PRACTICE. 6 Hanger #20 - Trape e Detail TYP. I x I MOD. 7 Hanger #20 - Trapeze Schedule SCALE: Not to Scale DATE: 04-30-01 SCALE: Not to Scale TOP BEAM CLAMP-----\ NOTE: INSTALLATION SHALL BE COORDINATED WITH THE ROOFING CONTRACTOR BRANCHLINE ROOF DECK PRIOR TO THE INSTALLATION OF THE CORRUGATED METAL DECKING. IT IS RECOMMENDED THAT THE PIPING BE INSTALLED AFTER DECKING IS IN PLACE, TO AVOID CONFLICT. I 1_0n I I I I I I I _jiL STEEL JOISTS 4 STANDARD SPRAY SPRINKLER 10 Standard Spray Sprinkler vs. Steel Obstruction Detail TYP.1 x I MOD. 11 Hanger #5 SCALE: Not to Scale DATE: 04-30_01 SCALE: Not to Scale BRANCHLINE ROOF DECK REFER TO DETAIL #3 — FOR HANGER INFORMATION PIPE SADDLE WITH U-BOLT 2-1/2' THREADED PIPE THREADED PIPE WITH ADJUSTER 3" PIPE SCH. 40 1/2"X10"X10" STEEL PLATE TYP.I XI MOD DATE: 04-30-01 JL JIL J BRANCH LINE RECOMMENDED RISER NIPPLE ARRANGEMENT TO PROVIDE SPRINKLER CROSS MAIN FLEXIBILITY TO MISS TRUSS MEMBERS TYP. x I MOD. 1 8 Typical Elevation in Sales Area DATE: 04-30-01 SCALE: Not to Scale 3/8" A.T.R. FOR 1"-4" PIPE A"'�1/2- A.T.R. FOR 6"-8" PIPE HANGER RING TOP BEAM CLAMP A.T.R. & RING INSTALLATION NOTE: 4", 6" AND 8" PIPE TO BE ATTACHED WITHIN 6" OF TRUSS PANEL POINTS AT A MAXIMUM OF 8'-0" ON CENTER. TYP. I X I MOD. DATE: 04-30-01 CONTRACTOR SHALL PROVIDE PIPE SIZE AND SPRINKLER SPACING AS SHOWN ON PROVIDED BID SPECIFICATION DRAWINGS/DOCUMENTS. ALTERNATES MUST BE APPROVED IN WRITING BY PREPARER OF SPRINKLER BID SPECIFICATION DOCUMENTS PRIOR TO BID F GS ARE FOR COORDINATION, CONCEPTUAL USE AND BUILDING PERMIT ONLY. T FOR SUBMITTAL (FOR SPRINKLER PERMIT), FABRICATION OR INSTALLATION RINKLER CONTRACTOR TO PROVIDE COMPLETE SUBMITTAL DRAWINGS FOR TYP X ODj.. 12 Notes DATE: 04-30-01 SCALE: No Scale REFER TO DETAIL #11 FOR — HANGER INFORMATION BRANCHLINE PIPE ALL DROPS TO LOW LEVEL SPRINKLERS SHALL BE ALONG EXTERIOR WALLS *NOTE: IF DROP SUPPLYS MORE THAN TWO SPRINKLERS A LOW POINT AUXILLARY DRAIN MUST BE SUPPLIED IN AN ACCESIBLE LOCATION ALL LOW CEILING AREA PIPING TO BE 1 Y4" UNLESS NOTEI OTHERWISE, SALES FLOOR LOW ROOM 4LE: C Not to Scale -25 Sprinkler vs. Steel Obstruction Detail TYP. x MOD. 15SPRINKLER DROPS ON EXTERIOR WALLS TYP. x MOD. 1DATE: 04-30-01 SCALE: Not to Scale DATE: 04-30-01 TYP.1 X I MOD. DATE: 04-30-01 F t� TM i � I RE. SAFETY. SECURITY. TEL (952) 930-0006 ■ FAX (952) 930-0111 ■ CONSULTANT: MARK MANGELS DESIGNER: BILL HOPPE CAD DESIGNER: JAMES RICHARDS I PAI IN HERSCHMA' ARCHITECT I N C O R P O R A T E D COMMERCE PARK OHIO 4CLEV4ELANID, PHONE 216-464--41 FAX 216-464-65 E—MAIL: mailboxC herschmanorchitects.coi SQ. FT, CALCS I RETAIL: 25,984 SF STAGING: 3,215 SF INSTALL: i 1 065 SF TOTAL: 30,264 SF i CONCEPT: C5-30K •' CONCEPT DATE: ®_ 05-06-04 I G.0.-21 FIXTURE REL i. G.0.-13 FINAL REL. STORE NUMBER: into I 0 i i ry Q � z00 �z _ Q O� w i • I BID ERMIT h -' EV4,DATE r t:r ;Q i ' � .h�ry. fir. - - i; F � AS N TED i FI�:7 ` SPRINKLER it a *.DETAILS is I g+ . I AL 0