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1501 WP Ball Blvd - BC10-001896 (ROSS) (INTERIOR BUILD OUT) (A)- N � ® Q Cd 5 4 3 2 d J� »' T IJ o, ACIO w PROVIDE 8 SQ DOWNSPOUT, PAINT T MATCH EXISTING cu ivy 0 �. U i I - WALK PAD PROTECTION (TYPICAL) -- ROOF PENETRATIONS REFER DETAIL 2/A1.1 TYPICAL . - - ................. -.. - --- CRICKET AT EACH ROOFTOP UNIT & EQUIPM'T LABEL UNITS IN 12" HIGH LETTERING. TYP, AC -4 TEXT TO BE PLACED ON CENTRAL T..__.___ _ .......a._ ____; - CRICKET AT PANEL DOOR AND SIDE WITHEAC H ROOFTOP A 114" SLOPE LABEL UNITS IN 12 HIGH LETTERING. TEXT TO BE PLACED ON CENTRAL PANEL DOOR AND SIDE WITH DISCONNECT IN A VISIBLE LOCATION ........ -.._..-. -- -- -- -- - - 8 THIS IS UNIT 6 � EXISTING"SQ DOWNSPOUT A _ ...... ._,,. DISCONNECT IN A VISIBLE LOCATION _�___�_ - -CRICKET AT D r \ THIS IS UNIT 4 _ UNIT & EQUIPM'T EACH ROOFTOP EXISTING GUTTER E _ LABEL UNITS IN 12" HIGH LETTERING. UNIT & EQUIPM'T - -- - - -- - AC -5 � TEXT TO BE PLACED ON CENTRAL AC -6 -UTILITY OUTLETS PROVIDED PANEL DOOR AND SIDE WITH _._.._ SPLASH PAN --------- — CZ r~ ,C WITHIN ROOFTOP UNITS BY - —-- DISCONNECT IN A VISIBLE LOCATION / MANUFACTURER, TO BE THIS IS UNIT 5 CIRCUITED,CUITED INDEPENDENT, 24 GUTTER LEADER TO ww HOUR, DEDICATED 120V. REFER - -------.._._.._._- SPLASH PAN TO HVAC DESIGN CRITERIA AND UTILITY OUTLETS PROVIDED ` - .-. - - CHECKLIST 6.B.3.0/M2.0 WITHIN ROOFTOP UNITS BY UTII.:ITY OUTLETS PROVIDED cu MANUFACTURER, TO BE WITHIN ROOFTOP UNITS BY CIRCUITED, INDEPENDENT, 24 MANUFACTURER, TO BE I HOUR, DEDICATED 120V. REFER CIRCUITED, INDEPENDENT, 24 TO HVAC DESIGN CRITERIA AND HOUR, DEDICATED 120V. REFER CHECKLIST 6.B.3:G M2:0 A TO HVAC DESIGN CRITERIA AND M A / " CHECKLIST 6.B.3.G/M2.0 a)0 " 1/4 SLOPE (EXISTING) � 114 SLOPE (EXISTING) W "N I 114 cu SLOPE (EXISTING) �� •� 0 c: 11- HIGH ROOF GUTTER------___ �� A w �w� I '"---- � 1/4" SLOPE z o C CRICKET AT z N CRICKET AT EACH ROOFTOP O v EACH ROOFTOP �u_.,_._�_ .,. -._.. UNIT & EQUIPM'T UNIT & EQUIPM'T LABEL UNITS IN 12" HIGH LETTERING. LABEL UNITS IN 12" HIGH LETTERING. AC -7 TEXT TO BE PLACED ON CENTRAL AC -2 TEXT TO BE PLACED ON CENTRAL PANEL DOOR AND SIDE WITH PANEL DOOR AND SIDE WITH DISCONNECT IN A VISIBLE LOCATION ! DISCONNECT IN A VISIBLE LOCATION THIS IS UNIT ? fH15 IS UNIT 2I ,, C, a _......:::..._... �.... —UTILITY OUTLETS PROVIDED $ WITHIN ROOFTOP UNITS BY ....,. MANUFACTURER, TO BE ___----- .___ ___------- __-____ UTILITY OUTLETS PROVIDED __..__.___._ ___ _____ _-_-____ CIRCUITED, INDEPENDENT, 24 ._. WITHIN ROOFTOP UNITS BY MANUFACTURER, TO BE TOUHVAC DEDICATED REFER DESIGN CRITERIA .y CIRCUITED, INDEPENDENT, 2.4 CHECKLIST 6.3.3.0/M2.0 N HOUR, DEDICATED 120V. REFER i!.... R TO HVAC DESIGN CRITERIA AND SPLASH PAN ------ -�_ f EXISTING 8"SQ DOWNSPOUT A CHECKLIST 6.B.3.G/M2 O GUTTER LEADER TO EXISTING GUTTER WALK PAD PATH TO-----PLAS4-4-P-AN---- UNITS AND ACCESS DOORS W 119 ALK PAD PROTECTION - d --- ---- _._.._._._.__-___---- ._-- ._.____-------------------- _.._.._._ ____.-------------- {,RICK€T AT 0 EACH ROOFTOP — CRICKET AT __ _ . _ _._.. - 11 N.L.L._.__B4�.__P_ M __.. -- - ---- - - .._._... _._ - ---- .._.._. _ _. ---- - - ----._._._ _.._... EAC H R OO F TO P _ UNIT & EQUIPM'T _. o _ B LABEL UNITS IN 12" HIGH LETTERING.o AL -1 TEXT f0 BE PLACED ON CENTRAL LABEL UNITS IN 12 HIGH LETTERING. PANEL DOOR AND SIDE WITH AC --3 TEXT TO BE PLACED ON CENTRAL ' DISCONNECT iN A VISIBLE LOCATION PANEL DOOR AND SIDE WITH o .. THIS IS UNIT 1 DISCONNECT IN A VISIBLE LOCATION A l THIS IS UNIT 3" 114 SLOPE O UTILITY OUTLETS PROVIDED WITHIN ROOFTOP UNITS BY I UTILITY OUTLETS PROVIDED L - __._._ _ __..... WITHIN T I -. MANUFACTURER, TO BE ROOFTOP UNITS BY ___-___.____ ___ CIRCUITED, INDEPENDENT, 24 MANUFACTURER, TO BE HOUR, ,DEDICATED 120V. REFER CIRCUITED, INDEPENDENT, 24 TO HVAC DESIGN CRITERIA AND HOUR, DEDICATED 1,20V REFER i � . CHECKLIST 6.B.3.G M2.0 TO HVAC DESIGN CRITERIA AND \ / q WY A A CHECKLIST 6.B.3.G/M2.0 o � 114 SLOPE (EXISTING) 1/4 SLOPE (EXISTING) _.1/&:OPE (EXISTING) RETURN AND W STRUCTURAL BRACING REQ'D, I1g 4 RETURNS---_ I Ili - ltl w 4muaww is 0 A �,...m:.,.,,,�„,�..,....,...,,,.:.,�„_..,.,,,_..,.�, ....,,.w.�._,.,,.�,.,,„ ,__,�.,��,,�,.�°,:,.„..�_.:.,.�,�._�..�...w,,.. �.., „_,....,-....,__.,.,...__.__._.,,.�.-,._,...,,�w,.,_.,.._....,,,_:.�.ww...�.,.w,,,.,,,,.�,w_..�,...�.�,„,_.,_._..___,,,�,_.,_,,,„_„._,_„_w_,�.,w.,�.,_.....,,.�,,...,,M.,,,-,-,...__....:,°,.,:,.,,.,.,_,__m__,.,s.,w,�,,,,-w.;.,,..w„•..w�,,��_.�..m....,.,..._.,....,, _,..,.. ,.,,_,.,...,,.. _._. ..... .�.. ..�.� � �..�,0 LC A.0 - E - 0 A ROOF- PL -AN A1:1 �Ciw\L.E: 1/8 = 1 --0 a goal I l Q a tJJTE• ONLY EQUIPMENT MANUFA IURER CURBS ARE TO BE USED. UNIVERSAL CURBS ARE NOT PERMITTED. to L fo t ROOF ItIl 7 l (CAVE, PAINTrLASHING & SEALANT SAFE , SW7074 SOFTWARE WARE ROOF MEMBRANE-- (ABOVE.) ---STEEL LADDER FULL LLJ INSTALL iNSULA110N IN I _ I= NEIGH N u II BS. EQUIPMENT Mr_N 1 GUR W [n \� -- 'TRAPPING ,% >TRAI7 rING / /i /`tel_ ao METAL STUD z_ STEr_L. r I TON --- -------"---- i PLATE _., c, WALT_ CONSTRUCTION --._. _ ---- -- A..�. REQUIRES � _ -- SEE _ �- � �. _4 ✓%jC) SL.E PLAN &SECTIONS --- - _ -- -- - — - -PROVIDE FIR: TREATEDECDIA. S.M001, �1, c CC 3/4. PLYWOOD WOOD WOOD BLOCKING AS STEEL BAR _ _ ! a REQUIREDa r ryf_1 NOTFS:cv _ w CORRUGATED DECK OPENING /° r- �G OPENING FRAMEWORK, � I- _...._ _-_--------_ _ � ua <.y •.,. �,� 1 MAX. � .—.__ - �o -� ci c7 a 5 YP. BURGLAR BAR 1. BURGLAR AR f3AR, 10 BE PROVIDED A ALL _I A ,._ p I- lJ1 _ / S LARGER THAN 2 A1.1 ROOF AND WALL OPENIN oTL. ANGLE FRAMING 064 SQUARE INCHES N07NOTES:1. ,AL... BURGLARBURGLARBARS ARE TO BE WELDED TO 2 I E3011OM HOOF 7 .11 7 . C C iR S VVIni S1hL1GTURE OR BE FIRMLY ANCHORED IN A INSUi_ATt. ALL UN—INSULATED R ar l f3 - a -r r 1 INSULA.TIQN MINIMUM TA�r4FER � ROOF. MANNER TO STRU(„URC Al. 1 �3 F D ' I �_ �uF,,�>L_A� �n� DETAIL ----.Fool n�,c� LADDER PLAN, ) ------ --- _ _ _ - - --- A 1.1 SCALE: 1 1 ? == 1 -t) i ,,CA1 c f�L i . S. REMODEL TENANT INTERIOR AT MARKETPLACE AT SEMINOLE TOWNE CENTER MAY 28, 2010 CODE JOB NAME: ROSS DRESS FOR 0 LESS LOCATION: THE MARKETPLACE AT SEMINOLE TOWNE CENTER ABBREVIATIONS 1501 W.P. BALL BOULEVARD 6 AT THE TO CONTACTS A. AOW ALL ANCE 0. C. ON CENTER OBTAIN ASGINNINGN CU RENTOCOPYEOFOUCTIOTHISRCONTACT LIST DOOR NUMBER IDENTIFICATION20 A. B. ANCHOR BOLT 0. D. OUTSIDE DIAMETER WINDOW NUMBER ID 1 O A.C.T. ACOUSTICAL I L CE LING TILE GEL OVER FLOW LEADER HARDWARE I LOCKSETS ROSS SIGN CONSULTANT A.F.F. ABOVE FINISH FLOOR 0.H. OVERHEAD BUILDING AREA: BUILDING ELEVATION 1 A3:0 ALT. ALTERNATE OPNG. OPENING 1. WALL SECTION A1:0 CONTACT: ACCOUNT REP. BEN SMITH E MIH (916) 359-7626 ALBANY CALIFORNIA 94706 ALUM. ALUMINUM OPP. OPPOSITE E-MAIL BSMITH3@STANLEYWORKS.COM CONTACT: PRESIDENT: SKIP MOORE (510) 526-0296 APPROX. APPROXIMATE OSB ORIENTED STRAND BOARD UNOCCUPIED N PIED /ACCESSORY AREA .1,391 SQ.FT, 1 ENLARGED PLAN 1:1 A. R. ARCHITECTURAL P.B.C. PLUMBING CONTRACTOR L _J WOODLAND, CALIFORNIA 95776 345 BAYVIEW AVE. REPRESENTATIVE PIV POST INDICATOR VALVE CONTACT: ACCOUNT REP. JOHN DUNCAN AMITYVILLE, NY 11701 BD. BOARD PL PLATE FITTING ROOMS AT 100 SQ. FT./PERSON (686/100) 7 SANFORD BUILDING DEP TYPICAL DETAIL DESIGNATION-9 ESIGNATION- A4.6 BLDG. BUILDING PLAS. LAM. PLASTIC LAMINATE SHEET WHERE MWALLIS@ALARMLOCK.COM BLKG BLOCKING PLYWD. PLYWOOD STOREFRONT G BM. BEAM PR. PAIR DEPT FROM THEREAFTER CHANGE IN PLANE BOT, BOTTOM PT. PAINT 0'- 0 0 ELEVATION HEIGHT CONTACT: NATIONAL ACCOUNTS ADMIN: CHERYL WILKERSON SENSORMATIC SYSTEMS CD CRITICAL DIMENSION RAD. RADIUS PHONE: (317) 883-4346 CONTACT: ACCOUNT REP: +/- 1/2" F.O.F. RDL ROOF DRAIN LEADER (DRS #1@ 54", #2 Q 54" #3 @ 34" & #5 @ 34") 176.0 IN SHT. NO. SHEET TITLE C. J. CONTROL JOINT REINF. REINFORCED S0.1 GENERAL NOTES EMAIL: JODUENAS@TYCOINT.COM CLG. CEILING REQ'D. REQUIRED STOREFRONT DOORS CONTACT: ESCALATION: TIM KIDD (925) 965-4563 CLR. CLEAR RESIL. RESILIENT SUBTOTAL FOR STOCKROOM, _ +33:0 IN (OK) S3.1 TYPICAL DETAILS AND SECTIONS CM CONSTRUCTION MANAGER RM. ROOM S3.2 TYPICAL DETAILS AND SECTIONS W242 N7358 OAK DRIVE TOILET ROOM ACCESSORIES C.M.U. CONCRETE MASONRY UNITS R. 0. ROUGH OPENING SUSSEX, WI. 53089 BOBRICK WASHROOM EQUIPMENT C,0. CLEAN OUT SC SOLID CORE 1b) WOMEN'S TOILET ROOM (26,292 / 200 / 2 = 66) S4.3 TYPICAL DETAILS AND SECTIONS GONG. CONCRETE SHTG. SHEATHING MECHANICAL CONTACT: CUSTOMER SERVICE: (818) 982-9600 CONT. CONTINUOUS SIM. SIMILAR HVAC EQUIPMENT F. CONTR. CONTRACTOR SPECS. SPECIFICATIONS 1) SITE P1.0 PLUMBING FLOOR PLAN COL. COLUMN SQ. SQUARE MOA HVAC GENERA INFORMATION L FORM TION CONTACT: ACCNT REP: ERIC THORDARSON (360) 756-6727 7616 LAS POSITAS ROAD C. R. CONSTRUCTION SS SANITARY SERVICE E-MAIL: ERIC.THORDARSON@LENNOXIND.COM LIVERMORE, CA REPRESENTATIVE STD. STANDARD f) WALKS MINIMUM 48" IN WIDTH ............................................................... .......... ......................... YES M2.0 HVAC DESIGN CRITERIA & SPECIFICATION CHECKLIST C. T. CERAMIC TILE STL. STEEL ELECTRICAL AMERICAN WHOLESALE LIGHTING CTR. CENTER STRUCT. STRUCTURAL - 40577 ALBREA ST. UNIT F TRASH RECEPTACLE DBL. DOUBLE T. 0. ... TOP OF... , c) ACCESSIBLE BUILDING ENTRANCES ARE SIGNED TO APPROACHING PEDESTRIAN WAYS............ YES E1.1 ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULES DIA. DIAMETER T.O.M. TOP OF MASONRY E2.0 ELECTRICAL SINGLE LINE DIAGRAM, NOTES & DETAILS KENT CLYDE (510) 252-1088 X 203 FONTANA, CA 92337 DN. DOWN T.Q.S. TOP OF STEEL E-MAIL KCLYDE@AWLIGHTING.COM CONTACT: ACCOUNT REP. RONALD PAYDEN (909) 350-9000 DR. DOOR T. S. TUBE STEEL 4) CORRIDORS & AISLES E4.0 ELECTRICAL ROOF POWER PLAN D. S. DOWN SPOUT TYP. TYPICAL DE1.0 DELAYED EGRESS DEVICE C & C BUILDING AUTOMATION DTL/DET. DETAIL U.N.O. UNLESS NOTED OTHERWISE 390 SWIFT AVENUE #22 DOCK SECTIONAL DOOR DWG. DRAWING UON UNLESS OTHERWISE NOTED a) CLEAR FLOOR SPACE FOR FORWARD OR PARALLEL APPROACH AT ACCESSIBLE CONTROLS ...,. YES EA. EACH V.C.T. VINYL COMPOSITION TILE c) ACCESSIBLE CONTROLS MOUNTED AT REQUIRED HEIGHT. ... .......... ................... ......................... YES E-MAIL ENG@CCBAC.COM LEWISVILLE, TX 75067 E. F. ELECTRICAL FAN V VERIFY CONTACT: ACCOUNT REP. E. C. ELECTRICAL CONTRACTOR VL/V.L. ' VERIFY LOCATION c) ALL READ CLEARANCES, FIXTURES AND ACCESSORIES PROVIDED.... .............................. ........... YES ELEC. ELECTRICAL W/ WITH 8) EMERGENCY WARNING SYSTEMS 390 SWIFT AVENUE #22 E-MAIL: ANGELA-BURGESS@OVERHEADDOOR.COM ELECT. ELECTRICAL WD. WOOD SOUTH SAN FRANCISCO, CALIFORNIA 94080 ELEV. ELEVATION WH WATER HEATER EQ. EQUAL 1963-65 DAVIS STREET EQUIP. EQUIPMENT CORNER GUARDS SAN LEANDRO, CA 94577 ETC. ETCETERA CALIFORNIA CASTER CONTACT: SALES REP. ROBERT MOSBLECH E. W. EACH WAY SAN FRANCISCO, CALIFORNIA 94107 E-MAIL: ROBERT.MOSBLECH@DALTILE.COM EWC/E.W.C. ELECTRIC WATER COOLER CONTACT: CUSTOMER SERVICE (800) 950-8750 EXIST. EXISTING ROOF INSPECTION EXP. EXPANSION MARATHON EQUIPMENT COMPANY CONTACT: DONNA TAYLOR (800) 435-8216 F.B.O. FURNISHED BY OTHERS 13617 E. 25TH STREET EMAIL: DTAYLOR@PEGNATO.COM FD FLOOR DRAIN SPOKANE, WA 99216 FIN. FINISH(ED) CONTACT: ACCNT REP: LARRY SHULENBARGER (800) 771-5125 INDEPENDENT FLOOR TESTING & INSPECTION INC. FLR. FLOOR E-MAIL: LARRYS@MARATHONEQUIPMENT.COM FAX (509) 922-5015 CONTACT: LEE ELISIAN (800) 490-3657 FOE FACE OF FINISH CONTACT: QUOTES: DENITA HAYES (800) 633-8974 X 1023 EMAIL: LEE@FLOORTEST.COM F, P. FIREPROOF MDC WALLCOVERING ROSS REBATE ADMINISTRATION SERVICES FS FLOOR SINK -CORPORATE OFFICE/CUSTOMER SERVICE REALWINWIN FTG. FOOTING 1200 ARTHUR AVENUE PHILADELPHIA, PA FURR FURRING CONTACT: CUSTOMER SER: KINA MCGHEE (800) 621-4006 X 8394 E-MAIL: BCLEMENT@REALWINWIN.COM GA. GAUGE CONTACT: ACCNT REP: CAROL THORNTON (800) 621-4006 X 7454 GALV, GALVANIZED CELL: (415) 264-8218 GC/G. C. GENERAL CONTRACTOR TARKETT COMMERCIAL GL. GLASS AZROCK COMMERCIAL FLOORING CORPORATE HEADQUARTERS GWB GYPSUM WALL BOARD CONTACT NATIONAL ACCNT REP: KURT BROOKS ROSS STORES, INC. G, V. VENTILATOR GRAVITY VE R NTI R E-MAIL: KURT.BROOKS@TARKETT.COM PLEASANTON, CA 94588-3050 GYP. GYPSUM PHONE: (925) 965-4400 HC. HOLLOW CORE CONCRETE TREATMENT H.M. HOLLOW METAL PO BOX 18598, ANAHEIM, CA 92806 JOHN QUENSE HORIZ. HORIZONTAL CONTACT: PROJECT MGR: MARTY CALDERON, 800-278-4273 X 225 DIRECTOR OF STORE DESIGN HT HEIGHT E-MAIL: MCALDERON@CRETESEALCOM ROSS STORES, INC. 1. D. INSIDE DIAMETER TEL: (925) 965-4785 INSUL INSULATION SECURITY EMAIL: ROSS.CONSTRUCTION@ROS.COM INT. INTERIOR ADT SECURITY SERVICES, NATIONAL ACCOUNTS (BEGIN EMAIL SUBJECT LINE W/ STORE NO. & NAME) JAN. JANITOR SCHEDULING: JAMIE ROSE (800) 453-2247 X 2483 STORE DESIGN REPRESENTATIVE JBS, JAMBS TECHNICAL: CHRISTINE CERTEZA (916) 565-2066 SEE PROJECT INITIATION LETTER ISSUED JT, JOINT ADT ESCALATION: DYAN CLANCY (925) 858-8563 BY ROSS STORE DESIGN GROUP LAM, LAMINATE ROSS ESCALATION: TIM KIDD (925) 965-4563 CONSTRUCTION REPRESENTATIVE LAV. LAVATORY E-MAIL: TIM.KIDD@ROS.COM SEE PROJECT INITIATION LETTER ISSUED MAX. MAXIMUM BY ROSS STORE DESIGN GROUP MECH. MECHANICAL INNOVATIVE COMPANIES REAL ESTATE REPRESENTATIVE MIN. MINIMUM 130, MOTOR PARKWAY SEE PROJECT INITIATION LETTER ISSUED MISC. MISCELLANEOUS HAUPAUGE, NY 11788 BY ROSS STORE DESIGN GROUP M. 0. MASONRY OPENING CYNTHIA SEAVER (631) 273-4445 EXT 2211 (800) 627-8663 LOSS PREVENTION REPRESENTATIVE MTD. MOUNTED TIM KIDD, LOSS PREVENTION MANAGER MTL, METAL 3M SCOTCHTINT WINDOW FILM & BEKAERT GRAFFITI GUARD WINDOW FILM ROSS STORES, INC. NIC/N.I.C. NOT IN CONTRACT 732 NESCONSET HWY., SUITE 104B PHONE: (925) 965-4563; EMAIL: TIM.KIDD@ROS.COM NO. NUMBER SMITHTOWN, NY 11787 NLT NOT LESS THAN CONTACT: BOB FOGARTY (800) 220-2525 FAX: (631) 360-3068 TELECOMMUNICATIONS REPRESENTATIVE N.T.S. NOT TO SCALE ROSS STORES, INC. CODE JOB NAME: ROSS DRESS FOR 0 LESS LOCATION: THE MARKETPLACE AT SEMINOLE TOWNE CENTER SYMBOL LEGEND 1501 W.P. BALL BOULEVARD 6 AT THE TO CONTACTS A. ROOM NUMBER IDENTIFICATION 110 ENTIFI ATION OBTAIN ASGINNINGN CU RENTOCOPYEOFOUCTIOTHISRCONTACT LIST DOOR NUMBER IDENTIFICATION20 W/ 2009 AND LOCAL AMENDMENTS OCCUPANCY; (M) MERCANTILE WINDOW NUMBER ID 1 O TOTAL BUILDING _ 27,683 SQ.FT, DETAIL MARK 1 1.1 HARDWARE I LOCKSETS ROSS SIGN CONSULTANT KEYED NOTE 12 BEST LOCK CORPORATION N - CONSTRUCTION DEPT.29 1 4 LAWRENCE STATION ROAD BILL MOORE AND ASSOCIATES (BMA) BUILDING AREA: BUILDING ELEVATION 1 A3:0 SUNNYVALE CALIFORNIA 94089 05 1 7 SOLANO AVENUE 1. WALL SECTION A1:0 CONTACT: ACCOUNT REP. BEN SMITH E MIH (916) 359-7626 ALBANY CALIFORNIA 94706 OFFICES (216 + 75): 291 SQ.FT, A4.2 1 INTERIOR ELEVATION MARK 4 2 3 E-MAIL BSMITH3@STANLEYWORKS.COM CONTACT: PRESIDENT: SKIP MOORE (510) 526-0296 A1.0 FLOOR PLAN STOCKROOM DOORS DELAYED EGRESS DEVICE (ALARM LOCK) UNOCCUPIED N PIED /ACCESSORY AREA .1,391 SQ.FT, 1 ENLARGED PLAN 1:1 ELIASON CORP., EASY SWING DOOR DIVISION P.O. BOX 1026 ALARM LOCK SYSTEMS L _J WOODLAND, CALIFORNIA 95776 345 BAYVIEW AVE. E - DETAIL NUMBER CONTACT: ACCOUNT REP. JOHN DUNCAN AMITYVILLE, NY 11701 2 (530) 662-5494 / (800) 828-2655 CONTACT: ACCOUNT REP. (800) 252-5625 FITTING ROOMS AT 100 SQ. FT./PERSON (686/100) 7 SANFORD BUILDING DEP TYPICAL DETAIL DESIGNATION-9 ESIGNATION- A4.6 E- MAI L:JOHND@EUASONCORP.COM MICKEY WALLIS (480) 288-2186 9: SHEET WHERE MWALLIS@ALARMLOCK.COM STOCKROOM AT 300 SQ, FT. PERSON 1,256 300 5 CONSTRUED TO BE A LICENSE TO FT./PERSON / ) THE WORK AND NOT AS AUTHORIT DETAIL IS STOREFRONT G SHOWN KAWNEER NORTH AMERICA (ALCOA INC.) SENSORMATIC (EAS) DEPT FROM THEREAFTER CHANGE IN PLANE GREENWOOD, INDIANA ADT SECURITY SERVICES E. 0'- 0 0 ELEVATION HEIGHT CONTACT: NATIONAL ACCOUNTS ADMIN: CHERYL WILKERSON SENSORMATIC SYSTEMS 1a) SALES, FITTING, OFFICE & LOCKER AREAS EXITING REQUIRED: (MIN. OF 3 - BY CODE) CODE JOB NAME: ROSS DRESS FOR 0 LESS LOCATION: THE MARKETPLACE AT SEMINOLE TOWNE CENTER INDEX OF DRAWINGS 1501 W.P. BALL BOULEVARD 6 AT THE TO CONTACTS A. ARCHITECTURAL OBTAIN ASGINNINGN CU RENTOCOPYEOFOUCTIOTHISRCONTACT LIST SHT, NO. SHEET TITLE W/ 2009 AND LOCAL AMENDMENTS OCCUPANCY; (M) MERCANTILE AO.0 TITLE SHEET TOTAL BUILDING _ 27,683 SQ.FT, G1.0 PROTOTYPE NOTES HARDWARE I LOCKSETS ROSS SIGN CONSULTANT G1.1 PROTOTYPE NOTES BEST LOCK CORPORATION N - CONSTRUCTION DEPT.29 1 4 LAWRENCE STATION ROAD BILL MOORE AND ASSOCIATES (BMA) BUILDING AREA: G1.2 ARCHITECTURAL BARRIERS CHECKLIST SUNNYVALE CALIFORNIA 94089 05 1 7 SOLANO AVENUE D1 DEMOLITION FLOOR PLAN CONTACT: ACCOUNT REP. BEN SMITH E MIH (916) 359-7626 ALBANY CALIFORNIA 94706 OFFICES (216 + 75): 291 SQ.FT, S1 PARTIAL SITE PLAN E-MAIL BSMITH3@STANLEYWORKS.COM CONTACT: PRESIDENT: SKIP MOORE (510) 526-0296 A1.0 FLOOR PLAN STOCKROOM DOORS DELAYED EGRESS DEVICE (ALARM LOCK) UNOCCUPIED N PIED /ACCESSORY AREA .1,391 SQ.FT, A1.1 ROOF PLAN & DETAILS ELIASON CORP., EASY SWING DOOR DIVISION P.O. BOX 1026 ALARM LOCK SYSTEMS A1.2 VESTIBULE PLAN & DETAILS WOODLAND, CALIFORNIA 95776 345 BAYVIEW AVE. E A2.0 REFLECTED CEILING PLAN & DETAILS CONTACT: ACCOUNT REP. JOHN DUNCAN AMITYVILLE, NY 11701 A3.0 EXTERIOR ELEVATIONS (530) 662-5494 / (800) 828-2655 CONTACT: ACCOUNT REP. (800) 252-5625 FITTING ROOMS AT 100 SQ. FT./PERSON (686/100) 7 SANFORD BUILDING DEP A3.1 WALL SECTIONS E- MAI L:JOHND@EUASONCORP.COM MICKEY WALLIS (480) 288-2186 9: A3.2 WALL SECTION & DETAILS MWALLIS@ALARMLOCK.COM STOCKROOM AT 300 SQ, FT. PERSON 1,256 300 5 CONSTRUED TO BE A LICENSE TO FT./PERSON / ) THE WORK AND NOT AS AUTHORIT A4.0 ENLARGED OFFICE, LOCKER ROOM, TOILET, & FITTING ROOM PLANS STOREFRONT G A4.1 ENLARGED STOCK ROOM, RECEIVING AREA, & DOCK DETAILS KAWNEER NORTH AMERICA (ALCOA INC.) SENSORMATIC (EAS) DEPT FROM THEREAFTER A5.0 INTERIOR ELEVATIONS & DETAILS GREENWOOD, INDIANA ADT SECURITY SERVICES E. A5.1 SECTIONS & DETAILS CONTACT: NATIONAL ACCOUNTS ADMIN: CHERYL WILKERSON SENSORMATIC SYSTEMS 1a) SALES, FITTING, OFFICE & LOCKER AREAS EXITING REQUIRED: (MIN. OF 3 - BY CODE) A6.0 ROOM FINISH & DOOR SCHEDULES PHONE: (317) 883-4346 CONTACT: ACCOUNT REP: STR-U CTU R AL FAX: (800) 755-4639 JOHN DUENAS OFFICE: (510) 614-8240 (DRS #1@ 54", #2 Q 54" #3 @ 34" & #5 @ 34") 176.0 IN SHT. NO. SHEET TITLE EMAIL: CHERYL.WILKERSON@ALCOA.COM CELL (510) 760-1462 S0.1 GENERAL NOTES EMAIL: JODUENAS@TYCOINT.COM STOCKROOM (5 X .2) 1.0 IN 51,1 FOUNDATION PLAN STOREFRONT DOORS CONTACT: ESCALATION: TIM KIDD (925) 965-4563 S2.1 ROOF FRAMING PLAN STANLEY WORKS (NATIONAL ACCOUNT) E-MAIL: TIM.KIDD@ROS.COM SUBTOTAL FOR STOCKROOM, _ +33:0 IN (OK) S3.1 TYPICAL DETAILS AND SECTIONS ACCESS TECNOLOGIES PROJECT GROUP E. S3.2 TYPICAL DETAILS AND SECTIONS W242 N7358 OAK DRIVE TOILET ROOM ACCESSORIES TOILET ROOM 26 292 200 1a) MEN'S TO - 66) S4.1 TYPICAL DETAILS AND SECTIONS SUSSEX, WI. 53089 BOBRICK WASHROOM EQUIPMENT S4.2 TYPICAL DETAILS AND SECTIONS CONTACT: ACCOUNT REP. THOMAS BURNSIDE (262) 246-7304 1611 HART ST 1b) WOMEN'S TOILET ROOM (26,292 / 200 / 2 = 66) S4.3 TYPICAL DETAILS AND SECTIONS E-MAIL TBURNSIDE@STANLEYWORKS.COM N HOLLYWOOD, CA 91605 MECHANICAL CONTACT: CUSTOMER SERVICE: (818) 982-9600 1c) OTHER SHT, NO. SHEET TITLE HVAC EQUIPMENT F. P0.1 PLUMBING GENERAL INFORMATION LENNOX INDUSTRIES, INC. DOCK EQUIPMENT 1) SITE P1.0 PLUMBING FLOOR PLAN NATIONAL ACCOUNTS ARBON EQUIPMENT CORP. MOA HVAC GENERA INFORMATION L FORM TION CONTACT: ACCNT REP: ERIC THORDARSON (360) 756-6727 7616 LAS POSITAS ROAD c) VAN ACCESSIBLE PARKING SPACES (1 IN 8, NOT LESS THAN 1) :................. ..................... 1 M1.0 HVAC FLOOR PLAN E-MAIL: ERIC.THORDARSON@LENNOXIND.COM LIVERMORE, CA M1.1 HVAC ROOF PLAN CONTACT: ACCOUNT REP. f) WALKS MINIMUM 48" IN WIDTH ............................................................... .......... ......................... YES M2.0 HVAC DESIGN CRITERIA & SPECIFICATION CHECKLIST LIGHT FIXTURES RAY DOMINGUEZ (925) 984-1209 ELECTRICAL AMERICAN WHOLESALE LIGHTING 2) BUILDING ENTRANCES & EXITS SHT. NO. SHEET TITLE 40577 ALBREA ST. UNIT F TRASH RECEPTACLE E1.0 ELECTRICAL CIRCUITING PLAN & DETAILS FREMONT, CALIFORNIA 94538 DURA STONE ART c) ACCESSIBLE BUILDING ENTRANCES ARE SIGNED TO APPROACHING PEDESTRIAN WAYS............ YES E1.1 ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULES CONTACT: DIRECTOR OF NATIONAL ACCOUNTS 11010 LIVE OAK E2.0 ELECTRICAL SINGLE LINE DIAGRAM, NOTES & DETAILS KENT CLYDE (510) 252-1088 X 203 FONTANA, CA 92337 b) FLOOR OR LANDING NOT MORE THAN 1/2" LOWER THAN THRESHOLD OF DOORWAY__ .... YES E3.0 ELECTRICAL POWER, SIGNAL, & TELEPHONE PLAN E-MAIL KCLYDE@AWLIGHTING.COM CONTACT: ACCOUNT REP. RONALD PAYDEN (909) 350-9000 E3.1 ELECTRICAL DETAILS FAX:909 ( ) 350-9632 4) CORRIDORS & AISLES E4.0 ELECTRICAL ROOF POWER PLAN MECHANICAUELECTMCAL CONSULTANTS E-MAIL:RPAYDEN@DURAARTSTONE.COM DE1.0 DELAYED EGRESS DEVICE C & C BUILDING AUTOMATION a) PROTRUDING OBJECTS DO NOT REDUCE REQD WIDTHS OR MANEUVERING SPACE .......... . ........ YES EAS1.0 EAS INSTALLATION DETAILS 390 SWIFT AVENUE #22 DOCK SECTIONAL DOOR CODE JOB NAME: ROSS DRESS FOR 0 LESS LOCATION: THE MARKETPLACE AT SEMINOLE TOWNE CENTER CONTACT THE ROSS CONSTRUCTION REPRESENTATIVE 1501 W.P. BALL BOULEVARD 6 AT THE TO CONTACTS A. BUILDING CRITERIA: OBTAIN ASGINNINGN CU RENTOCOPYEOFOUCTIOTHISRCONTACT LIST W a W/ 2009 AND LOCAL AMENDMENTS OCCUPANCY; (M) MERCANTILE CONSTRUCTION TYPE: II -B, FULLY `SPRINKLERED TOTAL BUILDING _ 27,683 SQ.FT, B. HARDWARE I LOCKSETS ROSS SIGN CONSULTANT BASIC ALLOWABLE AREA; UNLIMITED (EXISTING) BEST LOCK CORPORATION N - CONSTRUCTION DEPT.29 1 4 LAWRENCE STATION ROAD BILL MOORE AND ASSOCIATES (BMA) BUILDING AREA: SUNNYVALE CALIFORNIA 94089 05 1 7 SOLANO AVENUE FITTING ROOMS 686 SQ.FT. CONTACT: ACCOUNT REP. BEN SMITH E MIH (916) 359-7626 ALBANY CALIFORNIA 94706 OFFICES (216 + 75): 291 SQ.FT, E-MAIL BSMITH3@STANLEYWORKS.COM CONTACT: PRESIDENT: SKIP MOORE (510) 526-0296 STOCKROOM 1,256 SQ.FT STOCKROOM DOORS DELAYED EGRESS DEVICE (ALARM LOCK) UNOCCUPIED N PIED /ACCESSORY AREA .1,391 SQ.FT, ELIASON CORP., EASY SWING DOOR DIVISION P.O. BOX 1026 ALARM LOCK SYSTEMS TOTAL BUILDING AREA - 27,683 SQ.FT. WOODLAND, CALIFORNIA 95776 345 BAYVIEW AVE. E D. CONTACT: ACCOUNT REP. JOHN DUNCAN AMITYVILLE, NY 11701 SALES AT 30 SQ. FT./PERSON (23;731/30) 792 (530) 662-5494 / (800) 828-2655 CONTACT: ACCOUNT REP. (800) 252-5625 FITTING ROOMS AT 100 SQ. FT./PERSON (686/100) 7 SANFORD BUILDING DEP E- MAI L:JOHND@EUASONCORP.COM MICKEY WALLIS (480) 288-2186 9: C LOCKER ROOM AT 50 SQ. FT./PERSON (328/50) 7 ACCEPTED FOR PERMIT. APERMIT ISS, MWALLIS@ALARMLOCK.COM STOCKROOM AT 300 SQ, FT. PERSON 1,256 300 5 CONSTRUED TO BE A LICENSE TO FT./PERSON / ) THE WORK AND NOT AS AUTHORIT STOREFRONT G COD ISSUANCE OF A PERMIT PREVENT KAWNEER NORTH AMERICA (ALCOA INC.) SENSORMATIC (EAS) DEPT FROM THEREAFTER GREENWOOD, INDIANA ADT SECURITY SERVICES E. C EXITING REQUIRED AND PROVIDED:OCCUPANT LOAD x .2"/PERSON) OR OTHER VIOLATIONS OF THE CODES CONTACT: NATIONAL ACCOUNTS ADMIN: CHERYL WILKERSON SENSORMATIC SYSTEMS 1a) SALES, FITTING, OFFICE & LOCKER AREAS EXITING REQUIRED: (MIN. OF 3 - BY CODE) PHONE: (317) 883-4346 CONTACT: ACCOUNT REP: 1b) SALES, FITTING, OFFICE & LOCKER AREAS EXITING PROVIDED: FAX: (800) 755-4639 JOHN DUENAS OFFICE: (510) 614-8240 (DRS #1@ 54", #2 Q 54" #3 @ 34" & #5 @ 34") 176.0 IN EMAIL: CHERYL.WILKERSON@ALCOA.COM CELL (510) 760-1462 2a) STOCKROOM AREA EXITING REQUIRED: (MIN. OF 1 - BY CODE) EMAIL: JODUENAS@TYCOINT.COM STOCKROOM (5 X .2) 1.0 IN a STOREFRONT DOORS CONTACT: ESCALATION: TIM KIDD (925) 965-4563 (DOOR #4@ 34") 34.0 IN STANLEY WORKS (NATIONAL ACCOUNT) E-MAIL: TIM.KIDD@ROS.COM SUBTOTAL FOR STOCKROOM, _ +33:0 IN (OK) TOTAL BUILDING EXITING REQUIRED: 163.0 IN ACCESS TECNOLOGIES PROJECT GROUP E. MINIMUM REQUIRED PLUMBING FIXTURES: (OCCUPIED AREA / 200 SQUARE FEET PER OCCUPANT ) W242 N7358 OAK DRIVE TOILET ROOM ACCESSORIES TOILET ROOM 26 292 200 1a) MEN'S TO - 66) SUSSEX, WI. 53089 BOBRICK WASHROOM EQUIPMENT LAVATORIES (ONE FOR EACH TWO W.C.) ........... 1, 1 ACCESSIBLE LAVATORY REQUIRED CONTACT: ACCOUNT REP. THOMAS BURNSIDE (262) 246-7304 1611 HART ST 1b) WOMEN'S TOILET ROOM (26,292 / 200 / 2 = 66) E-MAIL TBURNSIDE@STANLEYWORKS.COM N HOLLYWOOD, CA 91605 LAVATORIES (ONE FOR EACH TWO W.C. 1 1 ACCESSIBLE LAVATORY REQU CONTACT: CUSTOMER SERVICE: (818) 982-9600 1c) OTHER HVAC EQUIPMENT F. ACCESSIBILITY: LENNOX INDUSTRIES, INC. DOCK EQUIPMENT 1) SITE NATIONAL ACCOUNTS ARBON EQUIPMENT CORP. b) ACCESSIBLE PARKING PROVIDED (501-1000, 2% OF TOTAL) ................................. ...... 8 CONTACT: ACCNT REP: ERIC THORDARSON (360) 756-6727 7616 LAS POSITAS ROAD c) VAN ACCESSIBLE PARKING SPACES (1 IN 8, NOT LESS THAN 1) :................. ..................... 1 E-MAIL: ERIC.THORDARSON@LENNOXIND.COM LIVERMORE, CA e) WALKS NOT INTERRUPTED BY STEPS OR ABRUPT CHANGES IN LEVEL ............. ...... ....... YES CONTACT: ACCOUNT REP. f) WALKS MINIMUM 48" IN WIDTH ............................................................... .......... ......................... YES LIGHT FIXTURES RAY DOMINGUEZ (925) 984-1209 d) CURB RAMPS HAVE DETECTABLE WARNING IN TEXTURE AND VISUAL CONTRAST .................. YES AMERICAN WHOLESALE LIGHTING 2) BUILDING ENTRANCES & EXITS 40577 ALBREA ST. UNIT F TRASH RECEPTACLE b) LEVEL AREA OF REQUIRED SIZE PROVIDED AT EACH ENTRANCE AND EXIT ................. ......... YES FREMONT, CALIFORNIA 94538 DURA STONE ART c) ACCESSIBLE BUILDING ENTRANCES ARE SIGNED TO APPROACHING PEDESTRIAN WAYS............ YES CONTACT: DIRECTOR OF NATIONAL ACCOUNTS 11010 LIVE OAK a) REQUIRED ACCESSIBLE ROUTES OF TRAVEL AND MANEUVERING CLEARANCES PROVIDED .......,,. YES KENT CLYDE (510) 252-1088 X 203 FONTANA, CA 92337 b) FLOOR OR LANDING NOT MORE THAN 1/2" LOWER THAN THRESHOLD OF DOORWAY__ .... YES E-MAIL KCLYDE@AWLIGHTING.COM CONTACT: ACCOUNT REP. RONALD PAYDEN (909) 350-9000 d) OPERATION EFFORT NOT GREATER THAN 8-1/2 LBS EXTERIOR DRS & 5 LBS INTERIOR DRS... YES FAX:909 ( ) 350-9632 4) CORRIDORS & AISLES MECHANICAUELECTMCAL CONSULTANTS E-MAIL:RPAYDEN@DURAARTSTONE.COM 5) PROTUDING OBJECTS C & C BUILDING AUTOMATION a) PROTRUDING OBJECTS DO NOT REDUCE REQD WIDTHS OR MANEUVERING SPACE .......... . ........ YES 390 SWIFT AVENUE #22 DOCK SECTIONAL DOOR 6) CONTROLS AND OPERATING MECHANISMS SOUTH SAN FRANCISCO, CALIFORNIA 94080 OVERHEAD DOOR CORPORATION a) CLEAR FLOOR SPACE FOR FORWARD OR PARALLEL APPROACH AT ACCESSIBLE CONTROLS ...,. YES CONTACT: MARK JOHNSON, PE (650) 292-7455 2501 SOUTH STATE HIGHWAY 121, SUITE 200 c) ACCESSIBLE CONTROLS MOUNTED AT REQUIRED HEIGHT. ... .......... ................... ......................... YES E-MAIL ENG@CCBAC.COM LEWISVILLE, TX 75067 7) MULTIPLE ACCOMMODATION TOILETS CONTACT: ACCOUNT REP. b) 60" DIA CLEAR SPACE PROVIDED WITHIN BOTH THE TOILET ROOM AND ACCESSIBLE STALL ..... YES ENERGY MANAGEMENT SYSTEM (EMS ) ANGELA BURGESS (800) 972-1730 c) ALL READ CLEARANCES, FIXTURES AND ACCESSORIES PROVIDED.... .............................. ........... YES C & C BUILDING AUTOMATION DIRECT: (469) 549-7121 FAX: (469) 549-7121 8) EMERGENCY WARNING SYSTEMS 390 SWIFT AVENUE #22 E-MAIL: ANGELA-BURGESS@OVERHEADDOOR.COM a) WARNING SYSTEM HAS APPROVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED........ YES G. SOUTH SAN FRANCISCO, CALIFORNIA 94080 * FULLY SPRINKLERED * 250 FT, TRAVEL DISTANCE TO EXITS (MAXIMUM) CONTACT: C.J. CHAVEZ (650) 292-7451 DAL -TILE E-MAIL: ENG@CCBAC.COM DAL -TILE CORPORATION 1963-65 DAVIS STREET CORNER GUARDS SAN LEANDRO, CA 94577 CALIFORNIA CASTER CONTACT: SALES REP. ROBERT MOSBLECH 1400 - 17th STREET (650) 954-5636 FAX: (510) 635-7815 SAN FRANCISCO, CALIFORNIA 94107 E-MAIL: ROBERT.MOSBLECH@DALTILE.COM CONTACT: CUSTOMER SERVICE (800) 950-8750 ROOF INSPECTION TRASH COMPACTOR PEGNATO & PEGNATO MARATHON EQUIPMENT COMPANY CONTACT: DONNA TAYLOR (800) 435-8216 13617 E. 25TH STREET EMAIL: DTAYLOR@PEGNATO.COM SPOKANE, WA 99216 NATIONAL ACCOUNTS: FLOOR TESTING CONTACT: ACCNT REP: LARRY SHULENBARGER (800) 771-5125 INDEPENDENT FLOOR TESTING & INSPECTION INC. E-MAIL: LARRYS@MARATHONEQUIPMENT.COM FAX (509) 922-5015 CONTACT: LEE ELISIAN (800) 490-3657 CONTACT: QUOTES: DENITA HAYES (800) 633-8974 X 1023 EMAIL: LEE@FLOORTEST.COM WALLCOVERING ENERGY REBATE MDC WALLCOVERING ROSS REBATE ADMINISTRATION SERVICES -CORPORATE OFFICE/CUSTOMER SERVICE REALWINWIN 1200 ARTHUR AVENUE PHILADELPHIA, PA ELK GROVE, IL 60007 CONTACT: BRIAN CLEMENT (215) 732-4480 CONTACT: CUSTOMER SER: KINA MCGHEE (800) 621-4006 X 8394 E-MAIL: BCLEMENT@REALWINWIN.COM CONTACT: ACCNT REP: CAROL THORNTON (800) 621-4006 X 7454 CELL: (415) 264-8218 FLOOR TILE ROSS CONTACTS TARKETT COMMERCIAL AZROCK COMMERCIAL FLOORING CORPORATE HEADQUARTERS CONTACT NATIONAL ACCNT REP: KURT BROOKS ROSS STORES, INC. TEL: (713) 254-9794 4440 ROSEWOOD DRIVE, PL4-4176 E-MAIL: KURT.BROOKS@TARKETT.COM PLEASANTON, CA 94588-3050 PHONE: (925) 965-4400 CONCRETE TREATMENT CRETESEAL STORE DESIGN PO BOX 18598, ANAHEIM, CA 92806 JOHN QUENSE CONTACT: PROJECT MGR: MARTY CALDERON, 800-278-4273 X 225 DIRECTOR OF STORE DESIGN E-MAIL: MCALDERON@CRETESEALCOM ROSS STORES, INC. CELL: (714) 713-8962 FAX: (714) 993-1840 PLEASANTON, CALIFORNIA TEL: (925) 965-4785 SECURITY EMAIL: ROSS.CONSTRUCTION@ROS.COM ADT SECURITY SERVICES, NATIONAL ACCOUNTS (BEGIN EMAIL SUBJECT LINE W/ STORE NO. & NAME) SCHEDULING: AMBER WIDENER (800) 453-2247 X 2468 SCHEDULING: JAMIE ROSE (800) 453-2247 X 2483 STORE DESIGN REPRESENTATIVE TECHNICAL: CHRISTINE CERTEZA (916) 565-2066 SEE PROJECT INITIATION LETTER ISSUED ADT ESCALATION: DYAN CLANCY (925) 858-8563 BY ROSS STORE DESIGN GROUP E-MAIL DCLANCY@ADT.COM ROSS ESCALATION: TIM KIDD (925) 965-4563 CONSTRUCTION REPRESENTATIVE E-MAIL: TIM.KIDD@ROS.COM SEE PROJECT INITIATION LETTER ISSUED BY ROSS STORE DESIGN GROUP INNOVATIVE MARBLE &TILE (IMT) INNOVATIVE COMPANIES REAL ESTATE REPRESENTATIVE 130, MOTOR PARKWAY SEE PROJECT INITIATION LETTER ISSUED HAUPAUGE, NY 11788 BY ROSS STORE DESIGN GROUP CONTACT; SALES: CYNTHIA SEAVER (631) 273-4445 EXT 2211 (800) 627-8663 LOSS PREVENTION REPRESENTATIVE TIM KIDD, LOSS PREVENTION MANAGER 3M SCOTCHTINT WINDOW FILM & BEKAERT GRAFFITI GUARD WINDOW FILM ROSS STORES, INC. CHB INDUSTRIES PLEASANTON, CALIFORNIA 732 NESCONSET HWY., SUITE 104B PHONE: (925) 965-4563; EMAIL: TIM.KIDD@ROS.COM SMITHTOWN, NY 11787 CONTACT: BOB FOGARTY (800) 220-2525 FAX: (631) 360-3068 TELECOMMUNICATIONS REPRESENTATIVE EMAIL: BFOGARTY@CHBWINDOWFILM.COM JEFF JOHNSON, IT ROSS STORES, INC. GRAND ENTRANCE- ENTRANCE FLOOR SYSTEM PLEASANTON, CALIFORNIA 4640 WEDGEWOOD BLVD. SUITE 108 PHONE: (925) 965-4225; EMAIL: JEFF.JOHNSON@ROS.COM FREDERICK, MD 21703 CONTACT: MICHELLE NIZICH (310) 472-6355 EMAIL: MNIZICH@C-SGROUP.COM CODE JOB NAME: ROSS DRESS FOR 0 LESS LOCATION: THE MARKETPLACE AT SEMINOLE TOWNE CENTER STORE NUMBER 1.421 SANFORD, FLORIDA 1501 W.P. BALL BOULEVARD 6 SANFORD, FLORIDA, 32771 A. BUILDING CRITERIA: BUILDING CODE: 2007 FLORIDA BUILDING CODE BUILDING USE: RETAIL SALES W a W/ 2009 AND LOCAL AMENDMENTS OCCUPANCY; (M) MERCANTILE CONSTRUCTION TYPE: II -B, FULLY `SPRINKLERED TOTAL BUILDING _ 27,683 SQ.FT, B. ALLOWABLE AREA: BASIC ALLOWABLE AREA; UNLIMITED (EXISTING) C. BUILDING AREA: SALES: 23,731 SQ.FT. FITTING ROOMS 686 SQ.FT. OFFICES (216 + 75): 291 SQ.FT, LOCKER ROOM: 328 SQ.FT, STOCKROOM 1,256 SQ.FT UNOCCUPIED N PIED /ACCESSORY AREA .1,391 SQ.FT, ..: .t TOTAL BUILDING AREA - 27,683 SQ.FT. JE D SHALL. E D. OCCUPANT LOADING: SALES AT 30 SQ. FT./PERSON (23;731/30) 792 VIOLA FITTING ROOMS AT 100 SQ. FT./PERSON (686/100) 7 SANFORD BUILDING DEP OFFICE AT 100 SQ. FT./PERSON (216/100 + 75/100) 4 THESE PLANS ARE REVIEWED AND 9: C LOCKER ROOM AT 50 SQ. FT./PERSON (328/50) 7 ACCEPTED FOR PERMIT. APERMIT ISS, NOR SHA STOCKROOM AT 300 SQ, FT. PERSON 1,256 300 5 CONSTRUED TO BE A LICENSE TO FT./PERSON / ) THE WORK AND NOT AS AUTHORIT CANCEL, ALTER, OR SET A9IDE TOTAL BUILDING OCCUPANTS = 815 PROVISIONS OF THE TECHNICAL G COD ISSUANCE OF A PERMIT PREVENT CORR DEPT FROM THEREAFTER REQUIRIN TION OF ERRORS ON THE PLANS E. C EXITING REQUIRED AND PROVIDED:OCCUPANT LOAD x .2"/PERSON) OR OTHER VIOLATIONS OF THE CODES 1a) SALES, FITTING, OFFICE & LOCKER AREAS EXITING REQUIRED: (MIN. OF 3 - BY CODE) SALES, FITTING, OFFICE & LOCKER (792 + 7 + 4 + 7) x .2) 162.0 IN 1b) SALES, FITTING, OFFICE & LOCKER AREAS EXITING PROVIDED: (DRS #1@ 54", #2 Q 54" #3 @ 34" & #5 @ 34") 176.0 IN SUBTOTAL FOR SALES, FITTING; OFFICE & LOCKER - = +1.4.0 IN (OK) 2a) STOCKROOM AREA EXITING REQUIRED: (MIN. OF 1 - BY CODE) STOCKROOM (5 X .2) 1.0 IN a 2b) STOCKROOM AREA EXITING PROVIDED: (DOOR #4@ 34") 34.0 IN SUBTOTAL FOR STOCKROOM, _ +33:0 IN (OK) TOTAL BUILDING EXITING REQUIRED: 163.0 IN TOTAL BUILDING EXITING PROVIDED: 210.0 IN (OK) E. MINIMUM REQUIRED PLUMBING FIXTURES: (OCCUPIED AREA / 200 SQUARE FEET PER OCCUPANT ) TOILET ROOM 26 292 200 1a) MEN'S TO - 66) WATER CLOSETS......................................:....:....1 WC & 1 URINAL, 1 ACCESSIBLE WC READ LAVATORIES (ONE FOR EACH TWO W.C.) ........... 1, 1 ACCESSIBLE LAVATORY REQUIRED 1b) WOMEN'S TOILET ROOM (26,292 / 200 / 2 = 66) WATER CLOSETS........................... ..................... .... 2 1 ACCESSIBLE WC REQUIRED , LAVATORIES (ONE FOR EACH TWO W.C. 1 1 ACCESSIBLE LAVATORY REQU 1c) OTHER DRINKING FOUNTAINS - NT INS ....:....... ................................. 1 ACCESSIBLE HI LO FOUNTAIN REQUIRED F. ACCESSIBILITY: 1) SITE a) REQUIRED ACCESSIBLE ROUTES OF TRAVEL PROVIDED... .............................. .................. YES ®®® b) ACCESSIBLE PARKING PROVIDED (501-1000, 2% OF TOTAL) ................................. ...... 8 c) VAN ACCESSIBLE PARKING SPACES (1 IN 8, NOT LESS THAN 1) :................. ..................... 1 d) EACH ACCESSIBLE PARKING SPACE IDENTIFIED BY SYMBOL AND SIGNED ........... ................ YES e) WALKS NOT INTERRUPTED BY STEPS OR ABRUPT CHANGES IN LEVEL ............. ...... ....... YES f) WALKS MINIMUM 48" IN WIDTH ............................................................... .......... ......................... YES g) CURB RAMPS CONSTRUCTED WHERE PEDESTRIAN WAY CROSSES CURBS ......................:........ YES d) CURB RAMPS HAVE DETECTABLE WARNING IN TEXTURE AND VISUAL CONTRAST .................. YES 2) BUILDING ENTRANCES & EXITS a) ALL ENTRANCES AND GROUND FLOOR EXITS ARE ACCESSIBLE ......................................... YES b) LEVEL AREA OF REQUIRED SIZE PROVIDED AT EACH ENTRANCE AND EXIT ................. ......... YES c) ACCESSIBLE BUILDING ENTRANCES ARE SIGNED TO APPROACHING PEDESTRIAN WAYS............ YES 3) INTERIOR AND EXTERIOR DOORS a) REQUIRED ACCESSIBLE ROUTES OF TRAVEL AND MANEUVERING CLEARANCES PROVIDED .......,,. YES b) FLOOR OR LANDING NOT MORE THAN 1/2" LOWER THAN THRESHOLD OF DOORWAY__ .... YES c) SINGLE EFFORT LEVER TYPE HARDWARE ON HAND OPERATED DOORS ......: ...... ................... YES d) OPERATION EFFORT NOT GREATER THAN 8-1/2 LBS EXTERIOR DRS & 5 LBS INTERIOR DRS... YES 4) CORRIDORS & AISLES a) CORRIDORS SERVING OCCUPANT LOAD OF 10OR MORE MIN 44" CLEAR WIDTH .................., YES 5) PROTUDING OBJECTS a) PROTRUDING OBJECTS DO NOT REDUCE REQD WIDTHS OR MANEUVERING SPACE .......... . ........ YES b) MAX PROJECTION WHEN MOUNTED BETWEEN 27" AND 80" AFF IS 4" ... ......... .................. YES 6) CONTROLS AND OPERATING MECHANISMS a) CLEAR FLOOR SPACE FOR FORWARD OR PARALLEL APPROACH AT ACCESSIBLE CONTROLS ...,. YES b) ACCESSIBLE CONTROLS OPERABLE WITH ONE HAND, MAXIMUM 5 LBS OPERATING FORCE YES c) ACCESSIBLE CONTROLS MOUNTED AT REQUIRED HEIGHT. ... .......... ................... ......................... YES 7) MULTIPLE ACCOMMODATION TOILETS a) CLEAR ACCESS OF 44" MIN WIDTH PROVIDED TO REACH ACCESSIBLE STALL ...... ................... YES b) 60" DIA CLEAR SPACE PROVIDED WITHIN BOTH THE TOILET ROOM AND ACCESSIBLE STALL ..... YES c) ALL READ CLEARANCES, FIXTURES AND ACCESSORIES PROVIDED.... .............................. ........... YES d) REQUIRED TOILET ROOM SIGNING PROVIDED IN REQUIRED CONFIGURATION AND LOCATIONS......... YES 8) EMERGENCY WARNING SYSTEMS a) WARNING SYSTEM HAS APPROVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED........ YES G. MISCELLANEOUS * FULLY SPRINKLERED * 250 FT, TRAVEL DISTANCE TO EXITS (MAXIMUM) n TITLE SHEET r g LU 'tD �O C I- C-4 z w r - IN v Ll �s 6 g .g W a U �a c DITIO JE D SHALL. E R CEED W VIOLA F_ YOFT 9: U fir/ IIII �I NOR SHA DIII ,I II G CORR N STRUCTiC IN L a �g cu' LL cv) LL J r g LU 'tD �O C I- C-4 z w r - IN v Ll J �s 6 .g W a U DITIO JE D SHALL. E R CEED W VIOLA F_ YOFT 9: NOR SHA H BUILDI G CORR N STRUCTiC IN a �g J . . , I I I THIS CRITERIA IS A GUIDE TO THE L D ARCHITECT. B. The entry feature is to be not less than 42' high unless such 2.7 The landlord's completed plans are to correctly in ' corporate the 3.3 odes and Laws: The landlord's contractor is to C. Roof inspection report (see 3.9 above) 4A. 5 The Landlord's Contractor is required to bring all utilities IT IS NOT A COMPREHENSIVE CONSTRUCTION SPECIFICATION AND height is specifically prohibited in writing by the local building code, requirements of all governing building codes, cover the full scope of conform and abide by all public utility, local, city, county, state and D, HVAC EOC report (see sheet M2.0/7.A.2.A). (water, sewer, gas, phone and electrical) into the tenant space AS SUCH. IT IS NOT TO BE INCLUDED IN THE local building authority or the conditions of development, the landlord's construction obligations under the lease and are to federal governmental codes, ordinances, rules and regulations governing or E. HVAC air balance report (see sheet M2.0/7,B). complete and ready for swith-over and service. UMENT SET OR THE FINAL PLANS. C. The Ross elevation and entry feature are never to be incorporate the requirements of the prototype set, the mutually applicable to the work performed and installations made. Should any presented in a subordinate relationship (in massing height, width, approved shell plan, the site-specific requirements of the AE -1 work be performed or installation made contrary to such then the 4.4 After approval of the Final Plans, all revisions must proceed 4A.6 The store is to be delivered free, without exception, of OTYPE CRITERIA projection, color value, brilliance, and illumination) to adjacent Tenant's Plan and Elevation and all other specific requirements, if any, contractor, or the landlord in the absence of the contractor, shall bear through the architect -of -record and the Ross Construction hazardous materials including all asbestos containing materials and, is all costs, including direct and consequential damages, legal costs, fines I I construction and to the elevations and features of other like sized requested by the tenant. Failure to incorporate those requirements representative for approval. Any revisions made without the written to be surveyed and certified as such by a licensed environmental ! The architect must verify through the client and Ross Stores that or smaller tenants in the center. and the site-specific requirements of the Tenant's Plan may result in and the expense of mitigation. The completed premises, in every approval of the Ross Construction representative may be consultant acceptable to the Ross Construction representative. 21 the correct and approved prototype set is in use and that the Ross D. Storefront glazing is to be full height to the underside of the the rejection of the plans, particular and without exception, shall be delivered to the tenant in full considered invalid and, at the sole discretion of that representative, - site-specific AE -1 Tenant's Plan has been received and reviewed entry feature soffit at NLT +13'-6". The storefront glazing is to compliance with all applicable codes and regulations including but not the work rejected and required to be modified at no cost to Ross. . " prior to issuing completed plans. be unobstructed over a width of NLT 52'-O". 2.8 Drawing Standards for completed project plans: limited to building codes, fire codes, life safety codes and accessibility ­ codes. 4.5 Tenant and tenant sub -contractors are to be allowed to do 5.1 Both new and existing concrete floor slabs shall be 2800 psi , E. The signing marquee and logo signing are centered above the A. The title block on every sheet is to prominently identify the � 1 CRITERIA - GENERAL storefront opening and visible from the center perimeter through project by the Ross store number and location name given in the work prior to substantial completion subject only to the concrete (or greater as recommended in the soils report), without at least a 90 -degree cone (that cone may be intermittently but AE -1 tencrit plan issue letter. 3,4 Building Construction: The Tenant's Leased Premise together with appropriate progress of the work and a seven (7) day prior notice cracks (except hairline shrinkage cracks acceptable to the Ross 1.1 This prototype set is the "prototype plans" identfied in lease only partially interrupted). Screening landscape that can not be B. All drawings are to be prepared and be available in AutoCAD clI of its constituent systems and components is to be of wholly new of intent by the Ross Construction repre I sentative to the landlord Construction representative) smooth finish, level (not to exceed +/_ exhibit "C", construction obligations of landlord. to be prunned and maintained in an open form for Version 2004 (or other AutoCAD version as may be requested by the construction unless otherwise specifically and individually identified 'in and the landlord's contractor in possession of the premises. ?") and on a single plane without depressions or raised areas removed is writing by the Landlord and so specifically approved by the Ross steel edge). i 1.2 This prototype contemplates a single tenant, free standing maximum visibility. tenant in writing). to Construction representative in writing. 4.6 No roof openings or roof -mounted equipment are allowed (neither to exceed 1/8" as measured against a 10' true building of approximately 27,683 sq ft with a 42 -foot high pro'ected F. Required standard signing includes, in addition to the entry C, Floor plans, reflected ceiling plans and exterior elevations are beyond those that are shown on the Final Plans. I Both new and existing concrete slabs must be a minimum of 4 J marquee signing identified above, illuminated under -canopy signing be at a scale of 1/8 -inch = I -foot. 3.5 Manufacturers Specifications and Instructions: Unless otherwise inches thick and suitable for the installation of a failure free VCT entry feature providing convenient customer access and commercial oriented to passing pedestrian traffic; low wall plaques on exposed D. Drawings are to be prepared for 30" x 42" sheets with full noted, all manufactured materials, products, processes and equipment floor finish. The slab must pass the following test standards: presence as well as sufficient area and visibility for the standard building elevations with accent lighting; parapet high secondary undivided plans; no exceptions. shall be installed or applied in accordance with manufacturers written 4.7 The landlord's contractor shall provide public protection as uniformly tested at I test per 1000 square feet of area, no calcium I Ross internally illuminated logo signing; a sales floor 157'-10" wide signing at side and rear elevations where visible to traffic flows; E. The architectural floor plan must include the clear interior width instructions. No substitutions or alterations will be accepted. The necessary for safety and as required by local codes I . chloride test result may exceed the limit of 5 lbs per 1000 square by 150'-7 1/2" deep; a back -of -house of about 3,262 sq ft and, such other special site-specific signing as may be required and length dimensions taken from and to the face of finish for each landlord's contractor, or the landlord in the absence of the contractor, feet; no alkalinity test result may exceed a ph of 9; and, no failure providing floor level secure receiving from dual docked full size semi by tenant to establish identity and presence. (Other signing: and every interior area and space. l cost of any corrections required by the Ross 4.8 All materials and work to conform to latest governing is permitted on any of the 72 -hour bond tests. Notification of such trucks and trailers; separately metered utilities (gas, water, power); standard mall signing and mall blade signings; sign presence on F. Only associative dimensioning is to be used; no exceptions. )) Construction representative as a result of unauthorized substitutions and building codes and regulations. testing is to be given to the architect -of -record and to the Ross * independent building services (waste sewer, storm sewer, telephone center pylons and monuments; and, special signing judged G. The architectual floor plan is to include a layer named "A -Area non -complying installations. I Construction representative. A certified report of each test result is and data service, mall service, automatic sprinkler system, garbage appropriate and necessary due to site-specific conditions.) that contains a closed, dimensioned poly -line tracing of the leased 4.9 The landlord's contractor shall provide access panels required to be submitted to both for record prior to the installation of floor i I I I a 3.6 Workmanship: All finished work is to be free of defects. The for operation and access by plumbing, air conditioning and other finish. The inspection is to be made in a preconditioned environment service); a dedicated and secure compactor; accessible space for the G. The entry fecture and marquee are projected beyond and free area. That calculated area is to be prominently identified on the pl n trades, and as required by code. Locations and type of panel are by Independent Floor testing and Inspection Inc. or another exterior trash bin immediately adjacent to the stockroom man door; of the base building line sufficient to allow a convenient pedestrian drawing. tenant reserves the right to re*ect, at the sole discretion of the Ross and, a 2315 sq ft future store expansion area. throughway (NLT 7'-4", more if available) at the storefront level. H. Do not use x -references, nested blocks, paper space or scripting J to be reviewed and approved by the Ross Construction independent concrete slab inspection company approved by the Ross in the preparation of the final floor plan, reflected ceiling plan or Construction representative, any materials and workmanship which is not representative. All panels located in the fitting room complex and Construction representative. New concrete slabs are to be placed over � Feature and marquee projection is to be NLT 13'-O" with signing exterior elevations. considered to be of the highest standards of the various trades involved. on the sales floor, if any, must have locking covers. a well drained engineered subgrade that is fully covered by a low 1.3 This prototype set shows a model store independent of a marquee at the furthest most projected surface. The landlord's contractor, or the landlord in the absence of the permenance, fully sealed vapor barrier of high puncture resistance and location and context, It is provided as a guide to the Ross store H. Pedestrian level blue banding is required on main elevation contractor, shall bear the full cost of the correction of poor workmanshi requirements in advance of the site-specific requirements that will be columns, piers and pilasters. 2,9 The completed plans and required supplemental materials are to 'P* 4,10 Ross requires that fire extinguisher(s) be provided and high tensile strength, Slab is to remain sound and free of defects developed during the project design phase and issued as the 1. An architectural demarcation of the elevation lease width is be given a quality assurance review prior to submittal and are to be I installed in accordance with the minimum standards of NFPA-10 and failure throughout the Ross occupancy. site-specific AE -1 Tenant's Plan and . Elevati . submitted to the Ross Construction representative AND designated 3.7 As-Builts, Manuals, Test Reports, Instructions and Warranties: with locations to be selected so as not to interfere with ion. required. Ross reviewing agents identified in the letter of transmittal Upon completion, the landlord's contractor is to deliver two bound sets of merchandise and fixturing. Placement is subject to the approval 5,2 The Ross Construction representative must be given the J. Architectural building lighting is required. instructions and "As-Builts" for the completed building shell and tenant of the Ross Store Manager and, where sub'ect to local code, the opportunity to inspect the condition of every new and existing floor 1.4 Compliance with applicable codes: Neither this prototype nor K. No ob*ect creating an obstruction to circulation or to visibility accompanying the issuance of the site-specific AE -1 tenant plan and I J i elevation. improvements including all test results, HVAC EOC report, HVAC balance approval of the governing authority. slab prior to the installation of the specified floor finish, A 1 4 -day the site-specific Tenant's Plan is to be assumed to meet the may be placed in front of the elevation. report, roof inspection report, and the mcnufacturer's certificates, prior notice must be given to the Construction representative of provisions of the applicable codes where the project store is to be L. The elevation is to be an architectually unified design that 2.10 Quality Assurance is entirely the non -transferable responsibility warranty slips and operating instructions for all equipment and devices to 4,11 Exit signs shall be powered by separate dedicated 24-hour intended finish floor installation. An inspection or not of a slab or constructed. It is the responsibility of the architect -of -record to stresses hierarchy, balance and symmetry focusing on the entry of the landlord. be operated or maintained by the tenant. One set is to be delivered to emergency circuits, independently controlled. substrate by the Construction representative will not in any way insure compliance with all applicable codes. If changes are required storefront and expressing a prominent commercial presense and a the on-site Ross Store Manager. The second set, together with a relieve the landlord and the landlord's contractor of the responsibility to be made in the Ross plans and requirements due to those codes clear and distinct Ross identity over the entire building width. 2.11 Ross reviews and approves submittals only for general complete set of ".pdf" electronic files of the As-Builts on a compact 4.12 Tenant's space will be provided with a water meter separate to provide the specified slab and finished floor free of installation and I then notify and consult in advance with the assigned Ross Store conformance with the design concepts of the pro'ect and the disk(s), is to be sent to the attention of the assigned Ross Construction from the center and other tenants. performance defects. Designer in the making of those changes (see Contacts, Sheet AO.0). 1.10 Notice of non -responsibility: This prototype set together i � with such supplemental materials, specifications and instructions as information and ,instructions given by Ross. Ross disclaims representative at the Ross Corporate Headquarters in Pleasanton, I � i Californic(see Ross contacts on sheet AO.0). The building will not be 4.13 Water meter line to be 2" LD, and sewer lines are to be 4" 5.3 All new concrete slabs MUST be treated with the Creteseal 1 1.5 Accessibility: Special care must be exercised to insure that may be issued by the tenant and its agents over the course of responsibility for dimension accuracy, quality discrepancies, errors and I CS2000 Spray Apply System (with 15 -year warranty) applied in the tenant store AND RELATED SITE are designed and constructed to project development are furnished to the architect -of -record and omissions of information in landlord submitted documents. A Ross considered substantially complete until this information is received and I.D. minimum, be accessible to persons with disabilities and to be in full compliance landlord only as a guide to equipment installation and operating approval of landlord submitted documents shall not be construed to determined to be complete and accurate. The landlord will pass through accordance with the manufacturers written instructions and in the . . i be an approval of any error, alteration or omission whatsoever. For to Ross Stores, Inc. all warranties on equipment, materials and labor 4.14 Lease Hold Improvement Allowance: The Landlord is to presence of the Creteseal Technician (no exceptions). The Ross with the detail requirements for signing, equipment, quantity, requirements. The use of such for structural and architectural , hardware, marking, devices, operating force, maneuvering, finishes, purposes is not authorized. The use of drawings and specifications an alteration or omission of a requirement to be approved, the Ross occurring through the course of construction. include a cash allowance for the purchase and, except for Construction representative must be given at least a one-week prior mounting, clearance and access contained in the applicable local are also subject to applicable ordinances and regulations; the Construction representative is to be notified in writing of the proposed installation of the valance, installation by Ross Stores of the notice of the intended treatment date. A copy of the Creteseal state and federal accessibility guidelines (the provisions of more than compliance therewith is the responsibility of the alteration or omission and must, in turn, give specific written CDDroval 3.8 Construction Completion: The construction completion date, as following LHI items (listed amounts include taxes and freight): Project Information Form prepared by the Creteseal Technician at the architect -of -record and landlord, All drawings and specifications I for each. In the absence of su . ch notice, alterations and omissions will specified in the lease or contract, is that day on which cll construction . time of application and signed by the Landlord's Contractor must be applicable) including those of the Americans with are submitted upon the understanding that no responsibility is rors re . g landlord correction or mitigation. has been completed and all clearances for occupancy and use of the a. Cart railing 1 $3,780.00 sent to the Ross Constuction representative and received within Disabilities Act as well as the Department of Justice certified assumed by Ross Stores, Inc. with respect thereto. project have been received from all governing bodies, except for business b. Fitting rooms $10,540.00 5 -working days of the date of application (no exceptions). guidelines for the specific state in which the store will be located 1 2.12 Ross may review and comment on shell, progress and licenses required of the tenant. c. Counter tops $1,220,00 (See Sheet G1.2 for required Architectural Barrier Survey), I incomplete drawings submitted in advance of the Completed Plans a s I d . Installation of a thru c $6,780.00 5.4 Existing concrete slabs must be without performance defects 1.6 The prototype floor plan shows some tenant fixtures and a way to facilitate project delivery and to interpret the application of A. Any unoccupied space adjacent to the tenant's premises shall, at the e. Valance with Brackets (installed by GC) $12,680,00 over the period of the Ross tenancy. All existing slabs MUST receive 2.1 Landlord Shell: At the initiation of the design phase the prototypical requirements in site-specific conditions but neither such time of the tenant's occupancy, be secured to prevent break-in and the Creteseal CS2000 2 -day system performed in accordance with ' - improvements that will be installed by the tenant after turn -over. i review and comment nor the failure to perform such are to be I I ri Total LHI Allowance $35,000.00 the manufacturers written instructions and in the presence of the These are drawn in dashed lines and are not typically included in the assigned Ross Store Designer is to be provided with a shell plan construed to constitute approval in any way whatsoever. The only entering into or vandalism of the tenant's premises via the unoccupied ' landlord's required scope of work although some may be provided or and elevation for the store that the landlord proposes to deliver formal and binding approval of the plans or a portion thereof is -that space. Purchase and installation (as listed above) will be provided by Ross Creteseal Technician (no exceptions). A copy of the Creteseal Project - . installed through a landlord lease -hold improvement allowance. These together with a full project site plan and drawings of all center granted by the assigned Ross Construction representative upon the and will utilize Ross approved vendors and installers. Delivery of Information Form prepared by the Creteseal Technician at the time of include the fitting room cubicles and mirrors; office and closet and tenant sign elevations including proposed colors and materials review and acceptance of the Completed Plans. Final approval of the B. Prior to acceptance of the completed work, the landlord is to provide Ross purchased, landlord's contractor installed, items is to be treatment and signed by the General Contractor must be sent to the - � shelving; stockroom shelving and furnishings (except fixture display for review and comment (see lease exhibit "C" and the Ross appearance of the elevation is granted by the assigned Ross Store a Certificate of Occupancy from the government agency or agencies scheduled through the Ross Construction representative. Ross Constuction representative and received within 5 -working days of wall); office counters and furnishings; locker room fixtures and Initiation Letter). The landlord and the architect -of -record are Designer upon review and acceptance of the elevation in the having jurisdiction and the authority to issue such. Ross Stores will take the date of application (no exceptions). furnishings (except the landlord provided locker room counter and wall also to identify at that time all constraints, requirements, Completed Plans. possession of the premises subject to the issuance of such a certificate 4.15 Tenant Supplied Landlord's Contractor Installed Items: The agreements, codes, understandings or conditions that would limit and satisfactory completion of all work specified herein. installation by the landlord's contractor of certain Ross supplied 5.5 Ross does not permit installation of new floor finishes over cabinet); equipment room shelf and rack; 8 -yard recycle bins; or prohibit the construction and delivery of a store substantially 2.13 Final Plans shall consist of the jointly approved Completed Plans . existing floor coverings. security pedestals (except conduit and 120v wiring); and, entry identical to that in these prototype documents. I with the landlord's and tenant's agreed upon modifications 3.9 Temporary Power: Upon tenant's entry to the space for items is included in the Landlord's construction obligation. These '' ­ railings. Please be aware that dashed lines have also been used in incorporated therein. Final Plans must be approved prior to the start construction purposes, the landlord shall provide a minimum of 100 amps items will include without limitation: 1) the sales floor perimeter 5.6 Temperature, Humidity and Material Conditioning: Prior to the prototype drawings to identify hidden and overhead conditions as 2.2 Priority Queue: As soon as the shell submittal is received of temporary power for tenant's sole use until such t anent light valance with brackets (per 4.14.e above), and 2) all customer testing and tile installation the � building shell is to be fully conditioned I of construction. Further, all changes and revisions to the Final Plans, - well as imaginary, site and sweep lines associated with landlord scope for a project that has received Ross r ' eal estate committee if any, must be resubmitted to the Ross Construction representative power is available and operational. service, sales and checkout counters on the sales floor including and the temperature held at 70 degrees for a minimum of 48 hours. of work elements. approval, that project will be placed in a priority queue. While for review and approval prior to the commencement of the changed set-up and final electrical connection of counter wiring. The The relative humidity is not to exceed 65 -percent. Flooring and : several design phase projects are worked on by Ross Store Design scope of work. Any work sub'ect to tenant's review and approval that 3.10 Punch List: The Ross Construction representative will review the contractor must confirm in writing through the Ross Construction adhesives are to be stored in the conditioned space for at least 24 � 1.7 The configuration and details of the prototype are sub'ect to at any given time, pro'ects are rarely worked on in advance of J hours immediately prior to installation. I i i work with the landlord's contractor prior to final acceptance and prepare representative: 1) the specific items to be supplied by Ross for � modification and adjustment by the tenant based on site conditions, their place in that queue. If you believe there are any special is performed without the Ross Construction representative's written a Tenant's Punch List. The building will not be considered complete until landlord installation, and, 2) the date for the delivery of those ! 5.7 The vinyl tile must be allowed to cure for 48 hours prior to I I merchandise and operational requirements and the needs of business conditions that may be cause for a project to be addressed ahead approval is subject to revision at the landlord's sole expense. that Punch List work has been reviewed, accepted as complete and all items to the job site. Unloading of the items from the delivery which may require such modifications as but not limited to enlarged of others in that queue, then please alert by email the Ross Store "As-Builts" and additional required materials are received (See 3,5 above). truck is the responsibility of the landlord's contractor. turnover or use, office space, resized fitting rooms, resized toilet rooms, an angled Design and Real Estate representatives in writing to those 2.14 Record Set: A printed record set of the Final Plans, dated � I dock or a revised entry and checkout' configuration. Such site specific conditions and warn us of the adverse consequences that may be and identified in ink as such on the face of each bound or individual .3.11 Roof Inspection Report: Within 30 calandar days prior to the 4.16 The Ross sign contractor will obtain separate approvals and 5.8 See the finish schedule in the Final Plans for finish floor i modifications, if any, will be shown in the Tenant's Plan ( expected should we not be able the adjust the priority of the element, is to be submitted to the Ross Construction representative materials together with the Ross prepared RA -1 Aisle Plan to be : i Delivery Date a roof inspection, contracted by the landlord or the permits from governing agencies for the installation of temporary � : 2, Design Phase). project as you request. as soon as possible after joint approval but in no case later than ten landlord's contractor, shall be made and a certified report, prepared. The and permanent tenant identity signs. The landlord's contractor provided by the Ross Construction representative (available business days following the issuance of a building permit for any part inspection is to be made by Pegnoto & Pegnato or another independent must verify and insure that required access and power (circuits approximately 45 days after the submittal of Final AutoCAD Working * 1.8 Sheet A1.DD presents the 27k dual dock prototype floor plan. 2.3 When the project reaches the top of the priority queue, the of the work contained in the Final Plans. Final AutoCAD Working Files er than 60 days prior to the scheduled construction In new developments it is expected that the store interior will be assigned Ross Store Design representative will review and comment of the Final Floor Plan, Final Reflected Ceiling Plan, Final Sales Floor roof inspection company (not a construction contracting company) and conduit) are provided at all of the locations where approved turnover) for the layout of sales floor accent tiles. � essentially identical to the prototype. In those developments where I on the submitted materials and will, where deemed necessary and Interior Elevations, Final Exterior Elevations and Final Site Plan are also approved by the Ross Construction representative. The report is to signs are to be installed just prior to the time of the scheduled . i certify that the roof is in good watertight condition and that the roof, installation and confirm the same in writing to the Ross existing structures are retained and reused it is assumed that there appropriate, request modifications. Futher, based on the submitted to be simultaneously submitted by email to the Ross Store Design including, without limitation, the waterproofing membrance and the roof Construction representative. 5.9 The Landlord's Contractor must verify through the Ross will be modifications in the configuration but that the store will shell and its modifications, the Ross Store Designer will prepare Coordinator at Ross, Construction@ ros.co m. Each of these files is to covering, has a minimum life expectancy, if new, of fifteen years or more Construction representative that the correct RA -1 Aisle Plan is in use nevertheless be conceptually identical to the prototype. Some of the and provide the landlord and the architect -of -record with the be in a bound, "stand alone", ".dwg" format (AutoCAD v.2004) and prior to installing flooring and setting object locations required to be � key characteristics of the plan are: Ross site-specific AE -1 Tenant's Plan and Elevation requirements each is to include a layer named "Final" on which there is to appear from the date of the inspection report, or, if existing, five years or more. 4.17 At the time of the final building department inspection, the verified from that plan. This item is required for delivery; prior A. An essentially square sales floor with a clear area of 21,731 for the store. a large overprinting of the word "FINAC with the date of submittal. In the event that the report indicates a life expectancy less than that landlord's contractor shall prepare a notarized official certificate of coordination and sequencing is essential. square feet, a FOF width of 157'-10", a FOF depth of 150'-7 1/2" If Final Plans are jointly approved for revision, then "Revised Final specified or that the roof is not watertight then the roof is to be construction compliance with the applicable energy conservation � replaced or repaired and re -inspected for certification. : standards of the locality. An original of that certificate is to be : with few perimeter irregularities and no visual obstructions. 2.4 The Ross site-specific AE -1 elevation (Tenant's Plan and Plans", dated and identified as such on the drawings and showing all 5.10 The Grand Entrance "Helix" High Traffic Entrance Floor System nfigurction is left justified with the main entry Elevation) will be developed in consideration of the commercial areas of revision by clouding, are to be re -submitted as required 3.12 Incentives for Energy Efficient Equipment and Systems: The Tenon submitted to the Director of Facilities, Ross Stores, Inc., 4440 with Helix Z1 Vinyl Grid (230 Black), Designstep Carpet (Indigo) and ! door (door 1 ) to the right side of the checkout leading to a presence it expresses within its architectural and site context. In ssible after revision and approval. is entitled to receive any and all rebates for energy efficient equipment t Rosewood Drive, PL4-4E5, Pleasanton, CA 94588-3050. �� temporary plywood protection is to be installed at the entry of every counter -clockwise sales floor circulation. both new and existing locations, the selection and approval of the and systems that are installed under the Landlord's Construction 4.18 At the time of final building department inspection the store prior to turnover (NO EXCEPTION). Ross has a national C. The fitting room complex (control foyer, women's fitting room configuration, colors, finishes, materials, and massing of the Ross 2.1 5 Tenant's Use of Final AutoCAD Working Files: The Final Obligation. At turnover, ,the landlord's constractor is to provide the Ross landlord's contractor is to have provided and installed all signing agreement with Grande Entrance to provide and install at landlord's and men's fitting room together with the toilet room complex) is to elevation and entry feature depends on accurate and complete AutoCAD Working Files will be freely used by the tenant in the creation i I knowledge about the adjacent buildings as well as other center and Construction representative for pass through to the Ross Stores Rebate required by governmental authorities and public utilities including cost the entry system with temporary plywood protection (See . I I be retained as a functional group although the configuration may be . of project specialty plans (security, fixturing, signing, etc.). The Administration Service a Rebate Binder containing copies of the invoices without limitation fire and life safety signing, accessibility (ADA), Contacts, Sheet AO.0). The satisfactory completion of this requirement . other tenant construction and improvements. If that context is . adjusted to accommodate existing shell elements. tenant's RA -1 Aisle and Fixture Plans will use the Final AutoCAD Floor for all equipment installed, the equipment specification for each and a 'tote early coordination and scheduling. D. The office configuration (locker room, cash office, manager's changed and we determine that the change reduces the relative Plan as a background, Preparation of these plans requires a copy of the completed project energy code compliance submittal, See delayed egress signing and building address signing, Signing must may necessi presence of our elevation then we reserve the right to, without be of a type approved by and in conformance with applicable office, equipment closet) is to be retained as a functional group minimum of forty-five days of detailed work from the time the Final Energy Rebate contact listed on sheet AO,O. 'rements and must be located in consultation with the Ross accessed from the sales floor although the configuration may be penalty or cost, modify the Ross elevation in order to restore its AutoCAD Working Files are received. Any delay in the submittal of the , � I , I 1111� I requi EILINGS ad*usted to accommodate an existing shell as long as the operational relative presence. Final AutoCAD Working Files can easily delay the subsequent 4 CONSTRUCTION - GENERAL NOTES Construction representative to insure that no conflicts arise with . an i d functional viability is maintained. completion of the RA -1 Aisle Plan and Fixture Plan essential to the respect to Ross signing, fixtures and merchandising. 6.1 Acoustical ceiling suspension grid is to be standard "T sections" E. The stockroom is organized in a lineal pattern beginning with a 2.5 The Ross site-specific AE -1 plan (Tenant's Plan and timely and accurate completion of the project. Submit the project 4.1 The landlord's contractor shall verify all dimensions and conditions and 'Ts" at wall, of prefinished steel and with adequate strength to I Elevation) will be developed in consideration of the operational 4A CONSTRUCTION - GENERAL NOTES - EXISTING SPACES support all lighting fixtures, signing and devices installed in the grid. I dock/receiving area, passing through a processing area, and leading viability of the store. While Ross has the ability to accommodate Final AutoCAD Working Files as soon as possible after approval. in the Final Plans and on the job site prior to execution of any work and Hard ceilings are to use a direct suspension system also of adequate to the sales floor through a traffic door located not closer than 30 a wide range of existing site conditions and site constraints we will shall immediately notify the Ross Construction representative and the 4A. 1 The Landlord's Contractor is to remove all remaining strength to support all lighting fixtures and attached devices. Hard feet to a side wall. An electrical room and janitor's closet are not compromise the operational viability of the store when doing 2.16 Design Phase Turnover to -Construction Phase: The Design architect -of -record of any discrepancy. The contractor will be exterior signs and abandoned items of the previous occupant and ceilings are to be provided with locking access hatches where access ! accessory spaces to the lineal path. The stockroom can be adjusted so. If the site configuration and conditions change and we Phase is completed with the landlord's submittal of Completed Plans responsible for all costs arising from a failure to perform such verification patch, repair, clean and paint as required by the Ross C.R. for a is required to reach controls located above the ceiling. I to accommodate the existing shell as long as the lineal flow and determine that the change reduces the operational viability of the to the Ross Construction representative for tenant's review and and to make timely notification of discrepancies. The architect -of -record neat, unblemished and finished appearance giving no evidence of � minimum functional width are maintained. The dual truck docks are store then we reserve the right to, without penalty or cost, modify approval. With the submittal of the Completed Plans the assigned will, in an expedient manner, provide the Ross Construction representative the prior condition and damage. Pointed and stained surfaces are 6.2 See Final RCP for required ceiling heights and finishes. I to be fully secure, easily accessible to 65 -foot semi trucks (53 -foot the plcn in order to restore that viability, Ross Construction representative becomes the first point of contact with revised drowings reflecting any of these discrepancies and related to 'be refinished in kind to match existing, unless otherwise trailer) and provide direct stockroom floor level receiving from the and control for the I project at Ross as well as the reviewing agent for mitigation for review and approval, required by the Final Plans and the Ross C.M. 6.3 The Landlord's Contractor is to deliver two (2) sealed cartons of trailer. The dual dock is to be angled for optimum access, Blind -side 2.6 All documents, materials, drawings and specifications Final Plan Approval. � I . I -fill any floor drains and I the ceiling I tile installed in I the store to the Ross Construction docks are to be avoided. prepared for the permitting and construction of the landlord's 1 4.2 The landlord's contractor will be responsible for all fees and costs 4A 2 The Landlord's Contractor is to 'n I representative at construction turnover. : G. A dedicated compactor connected by a security chute from the construction obligations are subject to review and approval by Ross for licenses, permits, certificates, service charges, etc., assessed by any depressions in the floor slab and do any and all work necessary to ' stockroom receiving area i's required (NO EXCEPTION). prior to the start of construction. This is to include but is not governmental agency or utility company. Contractor's installation of all provide a level and smooth slab equal to the standard set in item 6.4 Base building insulation must be located at the roof, not the H. A dedicated area for the recycle bin is required to be limited to colored exterior sign and entry elevations of both the 3.1 Landlord shall obtain written approval of the final plans from utilities and subsequent hookup shall be as necessary to assure 5,1 below. ceiling, and be sufficient to reach a minimum roof "R" value of 38. ; - immediately ad'acent to the stockroom man door (NO EXCEPTION). tenant building and the center; entry elevation material and color the Construction representative prior to the commencement by conformance with the requirements of the Final Plans and with utility See 7.1 1 below for additional requirements. Climate, codes and best i samples; a full site plan (in substantial conformance to that in Landlord of the work and the construction of exterior elevations. company requirements. 4A.3 i All abandoned sales fixtures, shelving, cabinetry, floor engineering practice may dictate a higher level insulation in order to I - exhibit 'B' of the lease); parking, driveway and sidewalk plans 3.2 Discrepancies: Where there is a discrepancy or conflict in the coverings, signage, electrical, and mechanical equipment, plumbing meet the tenant's requirement of an energy efficient building 1.9 Sheet A3.0 presents the Ross prototype exterior entry elevation including plans for site accessible route of travel, accessible stalls, 4.3 The landlord's contractor will be responsible for obtaining and fixtures and any other items not deemed useful or necessary by envelope. (a prototype mall elevation is also available and should be requested i Final Plans, the landlord's contractor shall obtain clarification from paying for the cost of all inspections and tests required to implement the the Ross Construction representative are to be removed. The Ross from the assigned Ross Store Design representative if the project 'is signage and striping; site lighting plans with photometrics; both the architect -of -record and the Ross Construction representative Final Plans and specifications, recommended by the soil reports or Construction representative will determine which items are to be ALLS landscape plans; pylon and monument plans, architectural and before proceeding with the work. For work not covered in Final Plans, required by any governmental agency having authority over the project as retained for reuse, if any. expected to have a mall entry). This elevation may or engineering drawings and specifications; completed state and local the contractor shall, in advance, submit to both the well cis those required by these documents and the lease including but appropriate in its detail for a specific site or a given context energy code compliance documents; floor plans; exterior elevations architect -of -record and the Ross Construction representative drawings not limited to: 4A.4 The Landlord's Contractor is to verify the size and location 7.1 All studs are J 5/8" 20 go. metal studs at 16" o.c. unless nevertheless the intent of the elevation as well as its essential (in substantial conformance to that in exhibit 'Y of the lease); describing the condition and outlining the required work. Ross will not otherwise required or noted, except: 6" metal studs for walls receiving I There characteristics include: , . A. Floor slob moisture, alkalinity and bond tests (see 5.1 below), of all existing utility lines and stubs to the building and notify the i I characteristics MUST BE PRESENT. reflected ceiling plans; automatic sprinkler plans; power plans; be held responsible for any work performed by the contractor without B. Existing space hazardous materials report (see 4A.6 below), Ross Construction representative of any discrepancies between sanitary plumbing and electrical panels; and, 6" 20 go. metal studs A. The sign field of the marquee must be of a sufficient size to mechanical plans; electrical plans; structural plans; finish plans proper authorization. Should the contractor proceed with work not those shown on the Final Plans, if any, and those identified by for walls over 14' -0" in height and furring studs. accommodate the standard Ross Dress For Less 72"/42" logo signing and schedules; door and hardware schedules; plans of receiving approved by the Ross Construction representative, that work may be inspection. without crowding (minimum 52 -foot clear width; 19 -foot clear entries and ramps; plans locating tenant's compactor and bins; required to be undone at the contractor's cost or in the absence of height) and have a miminnurn Light Reflective Value (LRV) of 80% on and,'cll utility services. the contractor, the landlord. all elevations. --- F_ CRITERIA SHEET d Z t3 __3 r__ - C*4 I LU CY) �� _- C-, Z ED 9 0 UJ �e I a- m �Ie 2 8 I a I 0 IIII, ' ........_.......�..,_.__._._._�..,,„...�n..,..mm....;,.,.�::�.,..,.,.,,.,,,,,P.,...,..�.._...,:,�.,..,,..._......._.........._._..__..,..._._........_.�..._W__....,...._... .,___ ._ ! d exception of the stockroom traffic 12.6 At each lighting panel, provide one lighting control panel 14.11 The remote keypad/annunciator is to be mounted adjacent 7.2 All interior demising walls shared with adjacent tenants, if 8.6 All interior doors with the p 7' solid core birch with paint rade finish. LCP box, Where li lighting panels are adjacent, one LCP box may to the security keypad near the store entry unless required to be $1.114 g any, are to be full height to the underside of roof, with deflection door are to be 3 x p g ( ) g g head, acoustically sealed, double both sides, fire taped See prototype sheet Al .0 together with the door and hardware be used: mounted elsewhere by local code and authority having Jurisdiction, N and sanded smooth prior to receiving finish. These demising walls schedules for prototypical locations. hardware and finishes. CIS are to have one (1) layer of metal lath secured to studs and 12.7 Exterior lighted signs (including related exterior sign lighting) 14.12 At an appropriate time scheduled prior to turnover, the fire 4.4 N� n 8.7 Stockroom to sales floor door is to be a double acting are to be controlled by Novar EMS. HVAC to be controlled by EMS alarm system supplier -installer is to contact ADT Security Services IA attached to the structure above to prevent breaking and entering adjacent interior space(s). traffic door, See door and hardware notes, prototype sheet A6.0 and time schedules. at (800) 453-2247 extension 2803 to make the final connection v from the b� for manufacturer and model. and commence fire alarm system monitoring. Turnover is not 12.8 The final electrical drawings are to contain a 3/8" = l'-0" complete without commencement of system monitoring. to 7.3 All enclosing sales floor interior walls to be full height, o ng specified 8.8 With the exception of the storefront doors, all door frames scale plan and elevations of the electrical room showing an drywalled, fire taped and sanded smooth prior to receivi be flush hollow metal. Knockdown style frames are not accurate) drawn labeled layout of all electrical devices including but 14.13 The fire alarm system supplier- installer is to pre-program finish. are to Y y Y acceptable. not limited to main switch, transformers, electrical panels, NCR the control panel as a fully operational local system and must leave enclosing stockroom and electrical room interior walls to be panel, telephone terminal and board, fire control planel and all in a sleeved binder attached to the panel all programming keys, C� 7.4 All g 8.9 All non -storefront man doors leading direct) from the full height, dr walled, fire taped and sanded smooth prior to g Y equipment required by Ross Stores, such as Novar EMS panels and codes manuals and other devices necessary .for future � � ��, � g Y p interior to the exterior are to be 3 x 7 hollow metal insulated re -programming together with supplier -installer's contact name and receivin s ecified finish. security panel (see EMS and Security contacts listed on sheet A0.0). g p doors with sealed cores.hone number. No exceptions. U All such. equipment must be in .the Ross electrical room. p p 7.5 All office complex interior partition walls to be a minimum of g 12.9 Power outlets to be Hubbell, as indicated, with gray devices 14.14 Submit completed electrical plans for review to ADT Security ,- -.,.. , . .,, ,_ __ _�__ n.__..�.J_ ��� -1..,...,1 �.�,.�,��� 8.10 .The dock.. receiving door is a 591 series thermacore, III IIIUIIUyt51 J UIIIUG UIIU UgUIF110-11L '.IU� �11. u1 -11 1- officesee enlarged plan prototype sheet A4.0) hardware schedules on sheet or prototypicallocations, require plates are to be brushed stainless steel. initiation letter prepare y Noss o e ( g hardware and finish. and addresses). 7.6 The interior separating wall between the toilet complex and the g CONSTRUCTION - PLUMBING 12.10 All new electric panels to have copper buss. full height, acoustical) insulated with taped 14.15 An inspected, passed, complete and fully operational. office complex is to be g y p 12.1,1 Circuit safes .floor and fitting room/ foyer lighting forthree monitored. Fire Alarm System including complete related systems, and sanded drywall (to roof structure) on office complex side and 9.1 One ten (10) gallon electrical water heater, minimum 4 -KW level switching,1 3 -2 3 -full lighting. such as telephone and power, is required for satisfactory completion on toilet room side with plywood/Marlite assembly to drywall ceiling code is to be installed in the janitor's / (unless more is required by } J of the landlord's constructionobligation and for Construction. A5.1). See additional requirements applying to the (see detail 11/A5.1). / J prior closet, 1-2.12 All contractors are to leave pull wires. in conduits after Turnover to the .tenant. The satisfactory completion of this It is to be set for uni-directional operation for exit only; it isp , toilet complex walls at 7.8 and 7.9 below• Automation, (Ross EMS and engineering consultant) and Ross installation of their work. requirement may necessitate early coordination and scheduling. of the 1-1 /2 Data to equipment room concentrator designated hurricane susceptable region . Shutters are to have 9 9.2 See plumbing fixture and accessory list, prototype sheet A4.0, as fire alarm equipment, Ross telecommunications vendor. Initiate contact and scheduling _ installed in the janitor's closet is to be a 7.7 Gypsum wall board ins J . for plumbing fixture requirements and for the number and locations 12.13. The Final Plans .are to provide for the complete electrical through the.. assigned ;Ross Construction representative. g g p ca a water resistant type, ofrotot e toilet room fixtures and accessories. P Yp . connectionof the HVAC and EMS controller(s) even if the circuiting ' D t is to have an interior and I d EI t' . i 7.8 Toilet Room. Acoustical Walls: Acoustical wall treatment is to front 9.3 Two (2) hose bibbs, one located adjacent to the store fr n • _ � may not be shown in those plans, The architect of record and the y p 15 CONSTRUCTION -HVAC SYSTEM be limited to those interior wall s of the two toilet rooms that are and one near the receiving. area. recessed with non -freeze stems, Generale Contractor must insure that the mechanical, electrical and EMS are coordinated and complete in the final 15.1 Ross Dress For Less has a national account agreement with d • ex and as common -with the fitting room complex, the office complex • cover deliver two sets of keys to backflow preventers and .locking coy ( Y scopes of work p documents_ and provided at time of bid. p Lennox Industries to supply (at landlord's cost) HVAC products for pp to time in some non- prototypical .may occur from time P Yp on representative at turn -over are to be provided. Ross Constructs p ) ADT monitoring interface and compatibility can be addressed to ADT all locations, No .substitutions or exceptions (see prototype sheet. ° ' stockroom complex, Toilet room walls that are configurations, the sto p . . s site-specific AE -1 Tenants Plan for non -prototype See tenant p12.14 The current. rating of the main service panel, main breaker A0.0 for. Lennox :contact information). I common to the toilet room 'vestibule are not required to be q • locations. and subfeed breakers must equal or exceed the absolute interrupt. q Acoustical) sealed toilet room walls are to acoustically 'sealed. y • � current rating root mean square symmetrical) of the utility 9 ( Y 15.2 See Ross prototype: sheets M1.0 and M2.0 for. design. layout have acoustical wall insulation, a double layer of taped, Joint . 9.4 Sanitary sewer lines are not to be located below .the sale s transformer. a and checklist. staggered wall board on the non -toilet room side of the common gg floor slab in new construction. In existing construction; required transom package with an overhead transom sized to the where wall device penetrations wall, floor tracks set in sealant and p _ e located out of circulation and public clean outs, if any, are to b p 12.15 Submit completed electrical laps for review and approval p p 15.3 Submit completed ..mechanical plans. with complete t e isolated and full sealed. can not be avoided those emus b Y . In existing .construction where areas with flush style covers.g to Ross lighting consultant; Ross EMS and engineering consultant; g g g calculations for review to Ross EMS and engineer consultant and to Acoustical is not required to .continue above the toiletg clean -outs can not be relocated from the sales floor they must be and Ross construction representative see prototype sheet A0.0 for P ( p YP Ross Construction representative (see prototype. sheet A0,0 and the gtreatmentq room ceiling as long as the joint between thee. ceiling and the .wall � g located or relocated out of traffic aisles see Ross RA -1 Aisle and ( ) ( � names and addresses). names initiation letter prepared by Ross Store Design for contact- is solid and sealed. The double layer of gyp sum wall board is to Fixture Pians) and installed with concealed flush covers finished to and addresses). be installed full height to the roof structure. See enlarged plan sheet A4.0 for prototype. configuration and the match the adjacent floor covering. No exceptions. 12.16 Where and if the focal code requires that the final electrical q prototype ' AE -1 Tenants Plan for non -prototype confi urations. Site-specificg signing is to be made b a state connection of the building g g y 16 CONSTRUCTION -TELEPHONE/DATA 9.5 Rainwater leaders must not intrude into or be located on the licensed electrical contractor; then it .will be the responsibility of the End -of -Line power supervision relay. 7.9 The interior of the toilet rooms are to be provided with leaders are to be brought sales floor. At the front of the store, g Landlords General Contractor to insure that those connections are an independent and secure telephone and data 16.1 Ross requires p p walls .. to 5 8 exterior type A -C / out .above. ceilinginto the entry feature, .concealed in the flanking y sed project Electrical contained in the scope of work of the licen p J service with the MPOE Dint of entry) at the :Ross .Telephone Board (p Y) elevation issued by Ross Store Design representative. If it does not, ceiling substrate of plywood a -floor Yp pY hence under the walk. to a storm drain connection. columns and. hen Sub -contractor and that. the scheduling of those connections is located in the Ross electrical room.. No exception The satisfactory installed as backing for accessory installation and as a mounting g y Surface outlets, .exposed rainwater leaders and splash blocks are not coordinated with the Ross signing. contractor and the Ross completion of this. requirement may necessitate early contact and surface for the full height Marllte FRP toilet room finished wall tion where permitted at the entry side of the store nor at any location Construction representative, p coordination with the local telephone service provider. 14.7 Provide End -of -Line power supervision relay for each zone surface. runoff will interfere with traffic or access. In other areas of the 7.10 The Ross Construction representative is to be given a • with store rainwater leaders must be located in prior consultation w � - AUTOMATIC SPRINKLER SYSTEM 13 CONSTRUCTION A 16.2 Telephone and data service will be ordered by Ross, contact P p one -.week notice i r to the expected closing of interior framing p g g and receive the approval of the Ross Store Design representative so of smoke detectors. Jeff .Johnson, Ross Stores,: (.925) 965-4225, Service can not be pro and rough electrical. Whether or not the Ross Construction as not to interfere with the layout and use of those spaces. If 13.1 Provide a complete, .monitored wet pipe sprinkler system. p established unless contractor provided and installed conduit, cable, g ' ' of in an way .alter the.: able to visit the site will n y y conflicts occur due to the failure of the landlord and Sprinkler heads shall be .ordinary hazard and .ordinary.. degree backboard, power .outlet and ground are complete and in place. subpanel feeder gauge. representative is - _ architect of record to obtain such prior approval then the landlord t t ted unless local jurisdiction specifically requires a S vice MUST be active to construction turnover to tenant. The landlord's and contractor's res p onsibilit y to construct all work m empera ure ra er o II costs associated with changes in the leader will be ..liable for a g higher satin At finished spaces with ceilings. at 8' 0" and higher, satisfactory completion of this requirement may necessitate early accordance with thea roved .Final Plans g g p pp locations required by the Ross Construction representative. sprinkler heads shall be semi -recessed .type, chrome plated with coordination and scheduling of the Ross telecommunications vendor. . . . .. .. and scheduling through the assigned Ross �. _ 7.11 Base building insulation must be sufficient to reach a chrome recessed canopies. At finished ceilings below 8 0 heads Initiate contact a g g g - „ 9.6 A high capacity direct gravity storm drain connection is minimum exterior wall R value. of 19 and a minimum roof R shall be full recessed type with white covers; manufacturer: Reliable Construction representative. required as the primary drainage' for the recessed truck dock well. or 'Viking'. At finished spaces sprinkler heads are to be located in value of 38. Climate, codes and best engineering practice may truck well sum um is required for g p p An automatic y eve) of insulation in order to achieve the tenant's p pump q the centers of modular tiles .and centered uniformly and 16.3 The landlord's contractor is responsible for_ the installation of � dictate a higher requirement for an optimum energy efficient buildingenvelope that is secondary/emergency drainage. symmetrically in spaces with hard ceilings unless otherwise given a direct, dedicated conduit and 25 -pair cable (either by self or the vets of prior approval by the Ross Construction representative. Provide flow service provider) from the telephone service providers system to the appropriate for the local climate and the design criteria le p pP ' i mechanical engineer -of is to switches on risers and tamper switches on all control valves, Ross Telephone Board; for a service ground at the board; and, for heating and cooling. The _g calculate and recommend the optimum insulation levels that reflect 10 CONSTRUCTION -TOILET ROOM ACCESSIBILITY COMPLIANCE including the PIV. Provide conduit from PIV valve to fire control dedicated 120vac, 20amp quad outlet with power. This installation these requirements including USDOE recommended national zone panel in building for PIV tamper switch wire. Insure sprinkler system must be complete in order for telephone service to be initiated. th q g c i a 10.1 Provide complying handicap: accessible fixtures, hardware and. commercial building standards in the HVAC design including ng design takes into account stockroom shelving layout and enclosed accessories in mens and women's toilet rooms, located to provide compactor. Meet all jurisdictional requirements. The completed plan 16.4 Active telephone service and ems is necessary for the requirement for double pane insulated glass. positioning and clearances for approach. and operation required by p submittal is to include the sprinkler plan drawings. At project satisfactory completion of the Fire Alarm System installation (see applicable codes including the Federal Americans with Disabilities Act � 7:12 Walls and partitions are to be located as dimensioned in the turnover deliver two sets of complete sprinkler As -built drawings section 14 above). and the adopted guidelines of the specific state within which the Final Plans. All dimensions are considered to be critical and are to with calculations to the Ross Construction representative. ?" of the Ian store is located. Adjust all hardware to insure compliance with be main plan the finished construction to within - operating force requirements. � dimension exce t that no wall or partition shall be constructed so 13.2 The riser providing service coverage to the Ross tenant space 17 CONSTRUCTION - REFERENCE MATERIALS __-� route maneuvering is to be separate and independent of other areas of coverage. 17.1 The landlord must maintain on the job site for reference as to intrude into a code required accessible g 10.2 Provide complying route of .access to toilet rooms and Riser is to be located in the Stock Receiving Area, see Al0, no space or clearance or cause any object shown mounted to that wall g throughout the project by the Ross construction representative p in the tenant's pian to so intrude, accessible toilet stalls. exceptions. manufacturer's labeled samples of approved exterior colors and 10.3 Provide and install all toilet room signs required by local and _ materials. together. with an .accurate and faithful colored rendering of - AND WINDOWS 14 CONSTRUCTION -FIRE ALARM SYSTEM the approved Final Elevation; These reference materials are to be on 8 CONSTRUCTION DOORS. federal -law. and regulation .including ADA. Signs must comply with site within thirty (30) business days after the later to occur of (1) size; text, braille .and graphic standards. and be located. in electrical) 451 series 14.1 Furnish and install a complete, fully operationalY roval- of the Final Elevation or 2 the start of construction. 8.1 Storefront framing system to be Kawneer compliance with applicable regulations. the app ( ) finish unless otherwise required in p pp supervised, closed circuit fire alarm system including conduit, wires aluminum in a clear anodized fine q e boxes, control panel, smoke detectors, duct smoke detectors, fire s following the approval of the tenants AE -1 site-specific, plan elevation, with double. pan 17.2 Within thirty (30) ,business day I g • .. 11 CONSTRUCTION -_ LIGHTING insulated lass; 3M Scotchtint NV -25 night vision series sun `control alarm annunciator with remote keypad, heat detectors, manual pull Final Elevation the landlord must submit to the Ross construction g g applied above stations, audio/visual signal devices, and sprinkler water flow and faithful rendering of theapproved window film on southwest and west facing glass app) 11.1 All tenant lighting both interior and exterior is to be obtained representative an accurate and f gg o t supervisory switches. The sprinkler switches shall be provided 'under +8 -4 a.f.f., and, on door glass (excluding transom) and"storefr n from and supplied. by American Wholesale Lighting. No Final Elevation.. glass below +8'-4" a.f.f. Bekaert, 7 -mil Graffiti Guard. .security exceptions. See. prototype sheet A0.0 for contact information. work specified in the project engineering specification, and connected film. to the fire alarm system by the fire alarm supplier. Meet and lighting tans for review and approval to comply with all jurisdictional requirements. 11.2 Submit completed lig g p pp utters are to be installed to protect the 8.2 'Hurricane shutters P • C&C Building American Wholesale Lighting (Ross lighting. consultant), g t comprising the fire alarm system shall be 14.2 All equiprnen P g Y � It is to be set for uni-directional operation for exit only; it isp tion within the ASCE storefront glazing and doors at any location „ „ Automation, (Ross EMS and engineering consultant) and Ross listed, labeled or approved by Underwriters Laboratories, Inc. for use located on the checkout side of the customer service counter with a 1-1 /2 Data to equipment room concentrator designated hurricane susceptable region . Shutters are to have 9 representative see AE10 Issue letter prepared b Ross Construction sepses ( p p Y as fire alarm equipment, a _ recessed housings with motorized control inside store. Shutters are for names and addresses).LO Store Design) 12.5 If local code requires low -voltage wiring to be in conduitsCD ca a to be designed to withstand 100 year peak gusts as defined by above ceiling, provide minimum 3/4" conduit for all low -voltage 14.3 System. is to be compatible with ADT monitoring interface ' D t is to have an interior and I d EI t' . .. ASCE American Society of Civil Engineers) 7-98 wind zones. ( 1 1.3 Where center exterior security 1i hts do not exist and are Y g and capable of being monitored by ADT Security Systems, Inc. not otherwise required the following shall be provided and circuited q g d 8.3 Therotot e storefront entry and exit• -doors are Stanley P _ Yp • at a maximum 100 spacing from center common area panels p g 14.4 Ross has a national account with ADT. Questions about the Dura -Glide 3000 Bi -part Horizontal siidin � doors. Each .of these p g - tt hi h- high-pressure sodium and at side and rear doors: Lumark 200 200 -watt g p ADT monitoring interface and compatibility can be addressed to ADT ° doors has a package width of 11'=0", a nominal door opening h wl-200 or equal, Where canopies occur provide fixture at 10'-0" technical contact, see sheet A0.0. width of 4'-6" and a nominal door opening height of +7'-0"(see maximum spacing; except where surface mounting is required, A6.0 for vestibule doors). Each door package is to include a provide lightolier 862-48RS or equal at 10' maximum spacing. 14.5 The system fire control panel is to be Bosch D7024. v transom package with an overhead transom sized to the site-specific elevation. Typically, the height of the storefront glazing p 12 CONSTRUCTION - ELECTRICAL 14.6 Provide with each duct smoke detector one Remote and transom will be +13'-6" a,f,f. Check Final Plan and verify that Indicator/Test Switch, one set of sampling tubes, and one the height and configuration matches that on the 'site-specific AE -1 12.1 Provide separate sub -panel for NCR units with a minimum End -of -Line power supervision relay. elevation issued by Ross Store Design representative. If it does not, of 42, 20amp, 120v circuits (include a minimum of 5 spares). contact the Ross Construction representative for instructions. Ross NCR sub -panel is to have a separate insulated isolated ground buss 14.7 Provide End -of -Line power supervision relay for each zone Stores has a national account with The StanleyWorks for these for NCR circuits. Insulated round cable to be sized at 125% of g of smoke detectors. doors (see contact list on sheet A0.0). Also see prototype sheet subpanel feeder gauge. A1.2 for a vestibule configuration and the requirements for its 14.8 Conceal all wiring except in area where other conduit and design. 12.2 No more than three registers may be grouped on any one piping are exposed. NCR circuit. Onlydedicated IG/SP orange register outlets are � 8.4 Door number one is the main entry door. It is to be set permitted on register circuits. 14.9 Code and identify all conductors appropriately and permanently for bi-directional operation; is to be located toward the center of "E" by number and color for the purpose of identification and servicing the exterior entry feature and the main Ross logo signing; and, is 12.3 See prototype drawing sheets for protoypical electrical of the system within the control panel and at each point of to usually be in a clear anodized finish unless otherwise required by plans, schedules and details. termination outside of the control panel, _ the site-specific AE -1 Tenant's Plan and Elevation. Door one is to LU be without exterior key hardware. It is to have an interior 7 -pin 12.4 Provide the following conduits from front end check-out 14.10 The fire alarm control panel is to be mounted where shown cylinder. An interior thumb turn is NOT TO BE INSTALLED. (larger x distribution bois necessary): in the approved Final Plans. A dedicated 120vac, 10 amp circuited t outlet, red device color, is to be provided at the location of the 8.5 Door number two is the main exit door and employee entry. 1" Dirty power to electric room sub -panel fire alarm control panel and so permanently identified on the outlet It is to be set for uni-directional operation for exit only; it isp 1 Clean power to electric room NCR sub -panel cover late. Schedule and coordinatesY stem connection to two located on the checkout side of the customer service counter with a 1-1 /2 Data to equipment room concentrator dedicated telephone lines line 6 primary; line 3 secondary) through P ( p Y� Y) g N o lazed storefront ane) of about 4 -foot width separating it from g p p g .,� ca the assigned Ross Construction representative a door one. The door and transom assembly is to have a clear 12.5 If local code requires low -voltage wiring to be in conduitsCD anodized finish unless otherwise required by the site-specific AE -1 above ceiling, provide minimum 3/4" conduit for all low -voltage ' D t is to have an interior and I d EI t' $ z t5 LU Q a r giaED N F^ p N o Z p .,� ca o W NeW iJ 0. Tenant s P an an eva ion. our wo systems including telephone; signal and paging system (typical exterior 7 -pin cylinder. An interior thumb turn is NOT TO BE paging system speaker locations are shown on sheet A2.0; a INSTALLED. An employee exterior signal button is to be located in the .jamb adjacent to door two, site-specific plan may be obtained from the Ross Construction representative). G1,1 i ARCHITECTURAL BARRIERS SURVEY 3. Is the height of the phone book, pushbutton controls, and other operable arts no more than p p I. WATER FOUNTAINS 48 inches from the floor? 4. Is the coin slot located 48 inches from the floor for forward and out? The following is an architectural barriers checklist for surveying facilities for compliance with the ADA 1. Are 50 percent of water fountains (at least one) accessible to individuals who use wheelchairs floor for a side approach? 5 Is the telephone cord 29 inches. long? tn Accessibility Guidelines. accessible" that is at least a total of 17 feet wide (parking space and access aisle combined) for or who have difficulty bending or stooping? the use of side -mounted lifts and other mobility aids? 6. Do the parking spaces allow people to get in and out on a level 7. 1f located in a stadium, convention center, hotel with a convention center, or a covered mall, is S U 2. Do water fountains or coolers have spouts and controls on the front? C!� walk behind parked cars? -Landlord's onsite representative must complete this list and submit to the Ross Construction 3. Are the controls operable with one hand and of a type twisting the that do not require tight grasping, �"4'� � a' v representative prior to turnover. This list is meant as a guide and is not represented to be pinching, 4. or Is there of wrist? floor .available � physically disabled persons. (Doctors offices and some other types of buildings must have elevators � B. WALKWAYS � 12 complete or to be a replacement for a thorough knowledge and understandingof the applicable PP to 2. Are the controls in the elevator no higher than 48 inches from the floor for a front a roach Pp or no higher than 54 inches from the floor for side clear s ace of at least 30 inches b 48 p Y inches s to allow a person in a wheelchair 2. If access routes are not at least 5 feet wide are passing spaces ' p g p provided at not more than 200 feet? Q.i accessibility requirements. Regardless of a requirements inclusion or exclusion from this list, the 5. approach from the front? On floor levels? 4. Wherever they cross other walkways, driveways, or other routes do the walkways blend to a Y :landlord is tasked with the entire responsibility to provide a fully accessible building. and site.. mounted fountains, ares outs no higher than p g 36 ? inches from the floor. s � C. RAMPS communication mounted no higher than 48 inc g hes from the floor.. 1. Do ramps have a slope no greater than 1 foot rise in 12 feet? 7. Is the elevator cab at least 5 feet by 5 feet? d � A. PARKING LOTS L. CONTROLS I PUBLIC TELEPHONES 1. Are switches and controls o for light, heat, ventilation, windows, draperies, fire alarms, and all " W •9 horizontal projection greater than 6 feet r p J g require handrails. on both sides). Are the controls operable with one hand P d and without tight grasping, pinching, or twisfing of the wrist? CO � a) Are the tops of the handrails between 34 inches i P and 38 inches on height measured_ from the 4. Are these parking spaces open on p g p p one. side, allowing a minimum of 13 feet total of parking g ( p g 3. Is the height of the phone book, pushbutton controls, and other operable arts no more than p p space .and access aisle combined) for individuals in wheelchairs or on braces .and crutches to get in 48 inches from the floor? 4. Is the coin slot located 48 inches from the floor for forward and out? a approach or 54 inches from the 5. Is there at least one parking space for every eight accessible space designated "van floor for a side approach? 5 Is the telephone cord 29 inches. long? accessible" that is at least a total of 17 feet wide (parking space and access aisle combined) for 6. Is the telephone e • ? p quipped with. a volume control. the use of side -mounted lifts and other mobility aids? 6. Do the parking spaces allow people to get in and out on a level 7. 1f located in a stadium, convention center, hotel with a convention center, or a covered mall, is surface? 7. Is it unnecessary for individuals in wheelchairs or those using braces and crutches to wheel or it permanently mounted with a text telephone, clearly identified p y d as such, and with directional signage indicating its location? walk behind parked cars? 8. Is distribution of spaces for use by the disabled in accordance with the frequency and K. ELEVATORS persistency of parking needs? (At a minimum, one out of each 25 spaces, u to 100 available . P p 1. If more than a three-story building, is there a passenger elevator and 'usable by _ parking spaces, should be accessible). ) .available � physically disabled persons. (Doctors offices and some other types of buildings must have elevators B. WALKWAYS serving all floors.) 1. Are accessible walkways, corridors, and all other access routes at least 5 feet wide? .. 2. Are the controls in the elevator no higher than 48 inches from the floor for a front a roach Pp or no higher than 54 inches from the floor for side 2. If access routes are not at least 5 feet wide are passing spaces ' p g p provided at not more than 200 feet? a .approach? 3. Are the elevator call buttons located in lobbies and hallways no i y smaller than 3/4 inch. at .the 3. Are walks wal of a continuing common surface and not interrupted b steps or abrupt changes in P Y P P g smallest dimension mounted no h. . higher .than 42 orches from the floor, and equipped with visual ? indicators? levels? 4. Wherever they cross other walkways, driveways, or other routes do the walkways blend to a Y 4. Are elevator call buttons labeled. with raised and Braille characters beside. them? common level? 5. Are elevator call buttons easy to push or touch sensitive? 6. Is there an emergency two-way communication system em that is usable without voice C. RAMPS communication mounted no higher than 48 inc g hes from the floor.. 1. Do ramps have a slope no greater than 1 foot rise in 12 feet? 7. Is the elevator cab at least 5 feet by 5 feet? 2. Do rams have a minimum clear width o ? p f 3 feet? L. CONTROLS 3. Do ramps have level landings both at the to and the bottom g p om that are at least 3 feet wide by 5 feet long? 1. Are switches and controls o for light, heat, ventilation, windows, draperies, fire alarms, and all U) L 4. Do ramps require handrails on both sides? (Ramps having arise ret ( p g greater er that 6 inches or a similar controls0 of frequent or seasonal use within the reach. of individuals in wheelchairs? 2. horizontal projection greater than 6 feet r p J g require handrails. on both sides). Are the controls operable with one hand P d and without tight grasping, pinching, or twisfing of the wrist? CO � a) Are the tops of the handrails between 34 inches i P and 38 inches on height measured_ from the surface of the ramp? M. SIGNAGE C b Are. the. 1-1 2 inches from the wall? ) Y / 1. Are raised and Braille letters or numbers used to identifyrooms and offices? c) Are the surfaces, smooth? 2. Is signage laced g ge p on the wall nearest to the latch side. of the door or on the nearest adjacent >% 4-+ d) If handrails are not continuous; do they extend 1 foot beyond the top and bottom of the wall. � ram and are the ? p y parallel with the floor. a) Are signs located at a height of 60 inches measured from floor to the center ' n er of the sign? . � 5. Do rams have a non -slip surface? P 3. Are doors not tante intended for norma use and that might prove dangerous if a blind person were 6. Are ramps unobstructed by parked vehicles? to exit or enter b them made quickly identifiable ' Y q y , le to the touch by knurling the handle or knob? - ,door 4. Are accessible facilities and elements identified b the international symbol ? Y y of accessibility, M ai 00 Q. ENTRANCES EXITS Q� -L N 1. Are at least 50 percent of the public entrances exits accessible to and usableindividuals. ( ) by, N. H AZARDS - M _ � ca in wheelchairs and those with other physical disabilities? p Y 1. When manholes or access panels are open and in use or when an o p p pen excavation exists on a CU '_ v e r_ 2. Are there at least as many accessible entrances (exits) as there are exits required under q site that is close to normal pedestrian traffic are barricades ace p placed all open sides of the hazard; ° ° o U applicable building/fire codes? and warning devices installed? U 3. Do entrances that are not accessible have directional signage showing the route to the nearest 2. Are there no low -hanging door closers t g g that remain within the opening of a doorway, or that w ,� o_ w v o e accessible entrance? protrude hazardously into regular corridors or traffic wa s? Y c4 M L_ 3. Are there no low -hanging signs, ceiling lights, fixtures or similar objects that protrude from the W r" N O E. DOORS AND DOORWAYS ceiling below 80 inches from the floor into regular corridors. or traffic ways? 1. Do doors have a clear opening of no less than 32 inches when open? 4• Do wall mounted objects whose leading edges are above 27 inches project no more than 4 _ 2. Are doors operable by a single effort? (Two -leaf doors are not usable by those with disabilities inches into the walkway? unless they operate by single effort, or unless one of the two leaves meet the 32 -inch width 5. Do free standing objects mounted on ? g J posts project no more than 1 foot into the: walkway. requirement) 3. Are the doors operable with pressure or strength which could reasonably be expected from disabled persons? 4. Is the floor on the inside and outside of each doorway level for aminimum distance of 5 feet from the door in the direction the door swings? W a 5. Are sharp inclines and abrupt changes in level avoided at doorsills? 6. Do door closers allow the use of doors by physically disabled persons? F. STAIRS AND STEPS 1. Do steps avoid abrupt nosing and do nosings project no more than 1-1/2 inches? 2. Do stairs have handrails 34 inches to 38 inches high as measured from the tread at the face of the riser? a) Are handrails 1-1/2 inches from the walls? b) If handrails are not continuous, do they extend at least 12 inches beyond the top stair and 12 .inches beyond the bottom step? 3: Do steps have uniform riser heights and tread widths? 13 a) Are treads no less than 11 :inches wide, measured from riser to riser? C/a � Cl) G. FLOORS � 1. Do floors have a stable, firm, and non -slip surface? J 2. Are floors on eachstory ata .common level or connected by a ramp? }, 3. If the floor is carpeted,. is the carpet pile no thicker than. 1/2 inch? y-- a) C0 U H. REST ROOMS Cl) 1. Are all public toilet facilities usable. by disabled persons? sr. ao 0 a) Are accessible toilet facilities on an accessible route? Q o � _ � 2. Do toilet rooms have a turning space of at least 60 inches by 60 inches to accommodate ,,, ` o M_ Nmol c U2._ individuals in wheelchairs? o i W O au E c 3. Do toilet rooms have atleastone toilet stall that? o H c� CO a) Is at least five .feet wide? W a ; b) Has a door that is at least 32 inches .wide and swings out? - � C Has a grab bar on each side 33 inches to 36 inches high, 42 inches wide and g parallel to the a r floor, 1-1/4 inches to 1-1/2 inches in diameter, with 1-1/2 inches clearance between rail and d wall, fastened securely to the wall at the ends? d) Has a back grab bar 36 inches wide? e) Has a watercloset with the top' of the seat 17 inches to 19 inches from the floor? f) Has the flush control no more than 44 inches from the floor? g) Has the toilet paper dispenser below a siderab bar no more than 36 g inches from the back wall and at least 19 inches from the floor? � 4. Do toilet rooms have lavatories with the counter surface no higher than 34 inches above the floor and a clearance of at least 29 inches from the floor to the bottom of the apron? ML 5. Are drain pipes and hot water pipes covered or insulated? 6. Are some bottoms of mirrors and shelves no higher than 40 inches above the floor? 7. Does a toilet room for men have wall mounted urinals with the opening of the basin 17 inches from the floor, or have floor mounted urinals that are level with the main floor of the toilet room? 8. Is the highest operable part of towel dispensers, other dispensers, and all operating mechanisms mounted no higher than 48 inches from the floor for a forward approach or no more than 54 inches for a parallel approach? 9. Are racks, dispensers, and disposal units located to the side of the lavatory rather than directly above? 10• Are faucets operable with one hand and of a type that do not require tight grasping, pinching; or twisting of the wrist? (Lever -operated, push -type, touch-type, or electronically controlled $ mechanisms are acceptable.) _ II I II 41 lilil ;II ° li I II I hl h ' III „ I II - h� ii 1, ° i t it::. !`! ...:•- .,,1= �,r '' / T F.r`aF," Iv. F r•. ..1.. / t..t..Tj't'`. 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'I ....: �- �: e. - -.. , , "°"+” .I'.'• '✓;. 1. 1 ,_ "� :J ?( (.1�� :., ` _. ) • , l 1... ..-._— l .......... ., • .. ,.J. ,i ,- .,r•'°`° t .,, �'�.. .. ,,":. ��y I j t,") •" , II I'):„ .. _ 1 ,._ _. `,.5 "r,°.°' _ ,;.. !.I' ._--4 ) 1 ..•;, f :!'%: ', •ry C,!I n --:"i - pp•[.... �...., ✓ �, (' """ .r_ ,:;. .' d li ./ 4.. '7. Tf.R } L„ ,r �. t z �.. �..: ' i 1 •; r , L .I.... „, ,. r; i.. F'-> ` t ' 7• , , , s'.': . I 1 . l ) 1 l I �`'= l _ i:• a __... .._.._. ,,11.'1 l.. r1. A : 1 1..71 ' - L, a, hJFj_ ... -„ '✓ 1. I „ ), ti C j f i I `,- .I., 7 "_, .(__.,.. �. r."-_ ..•. .._ \ _" (, :. ...,� .r.. , ..._.......-t...,,_ r�, - I II'._ ::::.. .: , r: ,!,- r:; I ., I; .1., It! II I• , � 4 :.:.��L� i,;. 7 ,.. �. }`.lf:i(`.,,:'.ii ,41i.:rt ) E I4$.GAid 'pif�9�dqd BUILDING I�N G PLAN REVIEW E n ' LEVELO PENT SERVICES PLANN _2.78- 4 ti ' �)I ,t, f .foal j ;77 � ,:, :r) i S=, W.11 DATE V C , � " ' , 74:., j'�I�'..! h �, }:u _,,,_,_-- .,,. ' _ � .�-,�• ..1 ' _ /r 7 7 7 1 '') - il� � ' J l '7 4..y,..•a- � .) `* __... .:7W Ali )✓. .. ILIh _ I Po 1 , : r 4- r,^ �;: 4` L .- , \r:,, J `' t t ', is �, .: Q2) r`✓fr , t12 - 12 ,, , II ; t l 4 4 h � + r' 07. , Partial Site Plan Scale 1/16"=T-0•• N i I .a rA Cn Cl)� S v 7 6 5 4 3 2 1 �� o M �. I I I • C Itz rA ADJACENT TENANT L _ - - - - F I II 'u fl II � u 11 II I Ci IIII IVI I I � l �'j 1 II I I A02 I' j A02 � I FL - I II II'' II I u ii I1 0 1I II II —_---__—---_--..—_—_-----___----------------- ___—...-__ ---- - - - - T E_ . _ _ ..... ' I I � A01 AUn. ii ii 3 �\ O 44 Cl) W C Cu ;C CuR'f -op �o'` V� 0 a 0M ui .�W-°� z O c IN z w CV O J 1 uemoinion rioor rian Scale 10=1'4' Demolition Plan Legend Demolition Key Note Schedule Cn Cl)� ` W REMOVE EXISTING DOOR, FRAME AND HARDWARE. DISCARD A06 J A13 REMOVE EXISTING STUD FRAMING, PATCH AND REPAIR O DISCONNECT AND REMOVE EXISTING LIGHTING THROUGHOUT. y,. c Cl) U Cl) �ao� A02 REMOVE EXISTING PARTITION FRAMING AND FINISH. DISCARDO ADJACENT 0 oHFL DEMOLITION, REF STRUCTURAL FOR ADDTL INFO E02 z cnm.S o W 3 O �N�rn cD C a RS THROUGHOUT. DISCARD MATERIALS. RE: ELECTRICAL FOR 1 uemoinion rioor rian Scale 10=1'4' Demolition Plan Legend Demolition Key Note Schedule ITEMS TO BE REMOVED l EXISTING ITEMS I A01 REMOVE EXISTING DOOR, FRAME AND HARDWARE. DISCARD A06 NOT USED A13 REMOVE EXISTING STUD FRAMING, PATCH AND REPAIR E01 DISCONNECT AND REMOVE EXISTING LIGHTING THROUGHOUT. MATERIALS. SURROUNDING FINISHES DAMAGED AS A RESULT OF THE DISCARD MATERIALS. RE: ELECTRICAL FOR ADDITIONAL A02 REMOVE EXISTING PARTITION FRAMING AND FINISH. DISCARDO ADJACENT A07 REMOVE BOLLARD(S), PREPARE FLOOR FOR NEW CONC SLAB DEMOLITION, REF STRUCTURAL FOR ADDTL INFO E02 INFORMATION. DISCONNECT AND REMOVE EXISTING ELECTRICAL FIXTURES MATERIALS. PATCH AND REPAIR ANY DAMAGE TO FINSHES TO REMAIN. MATCH EXISTING AND/OR NEW ADJACENTP01 A08 REMOVE PORTION OF EXTERIOR WALL'TO FORM NEW OPENING FOR O NOT USED RS THROUGHOUT. DISCARD MATERIALS. RE: ELECTRICAL FOR = FINISHES. LiJ ADDITIONAL INFORMATION. A03 REMOVE EXISTING PLUMBING FIXTURES. DISCARD MATERIALS. DOOR, REF STRUCTURAL FOR ADDT'L INFO E03 REMOVE ALL WIRE, CONDUIT, AND MISCELLANEOUS ELECTRICAL PATCH AND REPAIR ANY DAMAGE TO ADJACENT FINSHES TOREMOVE A09 0 EXISTING TILT -UP CONC WALL PANEL, PATCH AND a ITEMS BACK TO EXISTING PANELS. DISCARD MATERIALS. REMAIN. REPAIR SURROUNDING FINISHES DAMAGED AS A RESULT OF PO2 REMOVE EXISTING MOP SINK CURB. DISCARD MATERIALS. A04 REMOVE EXISTING ACT CEILING, GRID SYSTEM AND GYP DEMOLITION. DRAIN TO REMAIN FOR FUTURE USE. RE: PLUMBING FOR ADDITIONAL INFORMATION. E04 DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL FIXTURES IN WALLBOARD. DISCARD MATERIALS. PATCH AND REPAIR ANY A10 REMOVE EXISTING AWNINGS AND PREPARE SURFACES FOR NEW. AWNINGS, RETURN FIXTURES TO OWNER IF REQUESTED BY DAMAGE TO ADJACENT FINISHES TO REMAIN. DISCARD MATERIALS. REPAIR ANY DAMAGE TO ADJACENT P03 REMOVE AND CAP ALL PLUMBING LINES BELOW SLAB OR ABOVE OWNER. FINISHES TO REMAIN. MATCH EXISTING AND/OR NEW ADJACENT CEILING. PATCH AND REPAIR ANY DAMAGE TO EXISTING FLOOR A05 REMOVE EXISTING GLAZING TO THE EXTENT SHOWN. DISCARD FINISHES. AND CEILING AND PREPARE FOR NEW FINISHES. RE: PLUMBING MATERIALS. A11 REMOVE CHECK STANDS AS INDICATED, PATCH HOLES IN WALKER M01 FOR ADDITIONAL INFORMATION. REMOVE MECHANICAL DIFFUSERS, DUCTWORK, CONNECTION, DUCT THAT ARE ABANDONED AS NECESSARY, REF STRUCTURAL FANS AND MOUNTING HARDWARE THROUGHOUT. RE: Al2 REMOVE EXISTING DSW LOGO TILE AND TRANSITION STRIP. APPLY MECHANICAL FOR ADDITIONAL INFORMATION. BONDING AGENT AND NEW FINISH. REF FINISH SCHEDULE ITEMS TO BE REMOVED l EXISTING ITEMS I D1 i z r- $' z Lu W N O RS = LiJ 0 uj o a Q 0- D1 i NO OBJECT CREATING AN OBSTRUCTION TO TO 7 6 5 4 3 2 1 CIRCULATION TOR (INCLUDING 1891-$" RAILINGS, TREES, STAIRS, RAMPS, ETC) IS TO BE IN 21'- " 38'-0" 38'-0" 3$'-0" 38'-0" 37'-$" FRONT OF THE ROSS ELEVATION T THE ADJACENT TENANT BASE BUILDING OBSTRUCTION. C WRITTENOUAPPROVAL 103'-0" Dnz�� MAY NOT PROJECT PAST ROSS BASE OF ROSS FOR EACH 4' �-- BUILDING OBSTRUCTION. 21'-9�t" 31.411 7T -10%w SEE NOTE 8.2 SALES SHEEG1.1 FOR FLOOR ADJACENT TENANT HURRICANE SHUTTER - - - -- - O 101 REQUIREMENTS 11 l 11 7 . 11 .1 - . 1, 111111111111111!11111 1111111.1.1111F - PROVIDE ADA LANDING . . � �� \ � L , __,...,,,, I 11 3 &THRESHOLD ) I ) 1 [__, 14 I _. ." (..... a WWII- , I A5.1 START NAILER 1" OFF �' 1 (..;.. -. " 100'-0,. �? INd _4 eo fir,. L_.`� PROVIDE RAIN A5.0 HOOD OVER 3 5/8" 20 GA. MTL. STUD EXTERIOR DOORS WALL PARTITION W/ 5/8" 4 A5.1 fj(� ; VCT 'A' I IE 13 IF SHARED 0 I GYP. BD. TO 11'-6" AFF ON 7'-71 5'-1" 14 -°..._... _ A5.1 DEMISING ROOM SIDE ONLY WALL ....... .3 ...... ....... ....... ..,.,.. .. :::::u::. rrrr r., _. :.. r ,:..:. .... .....r. r.. .-m... :...-..,. ........x x:: x ,.:, x,:x: u. ..-.. .. ..... ,.-... ... _111-11, ... rx. ___.. :::::...-........ . : e .... .:,1-11-1-1- x. x.........:... ..,,., .r :::: :: ... 111 __..n.. ::. w ::.:.......... n. ....x.x xx: n: :r. :....:.:. ....,.:.::x:. xx::::.,...-x ._..:m u::: u:::x:, __. _ :: . :nnv:_._:. x ......«.x . .x:. r::: xµ x ......:u..x. t'.."' _� �3 ROWS OF 1X4 WOOD NAILERS �.._...ra'� ......... " BY G.C. SEE SECTION 4/A5.0 WOMEN'S vcr '�;'-$11 $ q1-8. o TYP. (LAYER: A -LL -0 FITTING ROOM I 4 14 . 5AOE INSTALLED -NAILER) CD 107 � - --- - A5.0 A5.1 _ - mr uullln 111111 n IIIIIIII n1nn11 « ;11:111 di luumnrp «. nnlnwN IMxH INIII IIIIIwiwpAmmNX Illlm I'll-li mW 4 NNIxNxxxnnnun-,-,wxx--m mtll NNIII l""II nAnWn-lr - Ilnnlln M Illml Nn Inllm IIIII WMx IINI N ...IIINIu ...IIIIII H lxmxwll. m null IIIn.I IWx 111101 1 11 1 . xxmrlm mum............................................ I1n1IIII rmxN p (III N 4 Ilnin 111IIIIII 11111111nmmmr u N 1t,x m xw ( n nrrNnm ixxnN r mmm 11� II n w I m '1 Wxmm N II W 7 -0 3 -4 11,11 :'S 1. VALAI\CE LINE ABOVE - ' 2,-9" a I; SEED TAIL 3/..5.0 j.. 1 .r ..�...,. 6 7 3 8 3.4E "� G START AILER 1" OFF, SEE / _ ;' 'i AE -1 TENANT'S PLAN FOR / i . 4 VCT „A. VCT ,q, 9 SITE -S ECIFIC START POINTS. �, N S �: 0 - / f • � 1'I 6" 20 i A. MTL. STUD 2 FI TING ROOM (�rC1 T T C .III 1111 xN x ..Nx.... .W ,". mxn ... IIIIIIII x n .IIIIx x� IIIII uxm� ....mmuwm 111 1xlxxxlx _ •'' I 1 11 1 N 1 ■ n norm um n, x 1111 111111yny1r Pyy p.ryld p1111IIi I .WmA (IIII Hn xA wwIII 1IIIIIwmrc�mrmmllNar xn mu nl w1I wx n 111111 1nim1 « non 1An1 ru 111 mn xwN wmm I IIIImx x Im xm m. w I _ 5-6 4-9 3 w n wmwwIII1I w nn11I1I �m ww mII WALL PARTITION SIM b A3.1 06 I VCT „B„ TO SE ION 2/A5.1 ( vc .1 51 -Vu I FIELD TILE : ( CT 7.9- MAINTAIN 44 MINIMUM CLEAR CORRIDOR RAI NCS & TOPS 7 \ LI S44.p"VCT "A"FITAI�JG RM•WIDTH LEADING TO ANY SPACE OR ROOM I'! INSTAL ED BY ROSS (LHI A5.0 \ r� WITH AN OCCUPANT LOAD OF TEN (10) F O Y E I 20 II )r 1w,,,. rr - mx 108 3 OR MORE. ALLOW BOE 1. 0 ;..nmpnlr 4 _ . ::.....:: x:::::. ......:. a :xx. ., ,.xx ..:::: ..... -1- --- o�.x - x x::::: :m.x : .1x:.x:: xx ,.rx u .. L . w::x x xux.x . �u,n :; ::: x1 uw F1 p 01­�111­ 1 \ cr 13 ( co I ;.- TOILET �' q ( T \ .._....... . ! IN FLOOR DUPLEX OUTLET u BD ``, �. , ...... _.. W. .......... 1. " .: I'.,� I. .WITH FLUSH HINGED NOTE: \ VESTBU E 13ii 4 Q ) 11 COVER, BRASS SEE FINISH SCHEDULE FOR FLOOR A rn COVERING MATERIALS. N „ SCOU11P1�T�u �I[IIpEDTIy IL,...D I,NSx .u�ILLCDr x1111,1 m n n lrnr",',,',',,""I'll,I 111 I ( GRAND ENTRANCE HELIX ( xI \ O N q4•0 BY ROSS AT G.C. PREPARED + I HIGH TRAFFIC ENTRANCE > ....,... ., SALES .AREA: 0 11 LOCATIONS, SEE EAS1.0 MENS \ 0 1 „ » -r .. CR I FLOOR SYSTEM WITH HELIX \ co 6-$ FIELD TILE A DIRECTION OF TILE II 1 11 1- 11 RESTROOM ( Z1 VINYL GRID (230 5-0 3 0 VCT "A` O BLACK) DESIGNSTEP r�� ACCENT TILE "B" DIRECTION OF TILE \ 115 tL ENTRANCE CARPET r: rt A 5 r O ^.,�. . ENTRY 0o cr _ O RAILINGS INSTALLED . .. ;,• .. (ENTRY) 6 bx m11 N n1I x . .. � r r 1mn N 111111 H 111111 I Imlll lmlmxmrnHmn I I x1111 mlmlm III AI I I � I II II III I I II^.I I In it x IIIII II IIm II IAI I xwiNllll Nxux IInII nI HIIII h rn x.nn1 u x uuu nn IInInI1 IIIIIIIII n u nnnu u nnnlmxxw W� minmxm r uuuw III uu nIInI r n1 x1111 nnrwl nu r 1 n u III' ryj� �� IT 1 p Yx [ ..-- :. ,-. ,..� .� \ r 12 FYY Y LY iYLL 15 1c7 l�L LKIYU Wf f Y UGLS �•- (d ddDd h � 6� E��f� f� fi� c? ; ,_, {,.,-�- WOMEN'S . O EL' 12 BY ROSS (LHI 8-3 PLYWOOD PROTECTION d t>),.. CO \ I ALIGNED IN A 12 x 12 PATTERN. O ` A3.0 RESTROOM 1.. u. 11 10 PROVIDED BY G.C. SEE ALLOWANCE) E _I '11, ......... ..:........... _ C. T, ! ,,,, 13 c.:..1:..a \ I ti o CRITEREA SHEET G1.0 ♦ Ln 114 I...... µ_.-....., !I DO NOT INSTALL TILE AISLES WITHOUT 100'-0" N �> FULL HEIcHr Mn 1 .. NOTE 5.10 BOTH DOORS �r, srunwnLL, MARLITE CONFIRMING WITH ROSS CONSTRUCTION n ( ) \ -� M OVER PLYWD AT / TOILE. RM. SIDE I II REPRESENTATIVE THAT THE APPROVED i TELEPQWER ''. \ LOCKER �....__ - ASL P A SIN USE. x ROOM 1 RA 1 E L N I ■ POLE g / VCT A 1 I v,::::x'l / 109 . 0 � a q . � CUSTOMER SERVICE ! .... \� SALES NT R SU I I I 'il . . /11� BY GC COU E PPL ED BY 1 ti p A 3.1 a- 1 .1 I FLOOR S ROSS &INSTALLED BY G.C. I STORE - EQUIPMENT \ 2rI -5" ELECTRICAL HOOKUP BY N / CLOSET 1O1 cn G.C. SEE ROSS AISLE PLAN FRONT 10 r �. w _ ....... nm.-.,..- ., fry... E 0 S 0 E 4 n11In11 A r 1x1111 IIIIIIIII n IIIrAmI HAnIMmHxx14NN n u IIIWII n I 1111I1i xn nnxrl nnnW1 n iv;; 1111111 Illnnnr r (IIIIII U 111.111 Wrl OIIII x rlm r1111V IIIIIIIII 1 x u nWr nnnllW nn n II A Bryn ply IIIA Ip L'a'w umr xp x (NII IxlnWn Illilxix IHHNr x IIIxImmA N \ I'`- _....-..._.. 1- 11 1 . .I IIII , , , „ u n xnm NN mn nwrr Nw uwuu 1 (I�h1N1 ..1111x1 �V� f� UIIVI LiV J'I UYV LYJ / ENTERLIN F R x I IIx, 110 5 3-0 F ONT OPENING ND ( 6 c VCT A & B LOCATION (V.L.)L - ! E TRY FEATURE ... .... - c•� f .. .... 1 .. 11 I I I 5 -0 3'-O I .CASH ) I 4-9 3-0 A3.0 .�`� .::::: . �............. OFFICE ««««1r x111, m«11r,, « : xx::::: xxx: «xx .1 C.I 11 ,, � ­11� 105 \o -*""** _ LEGEND 1. NOT USED 5. x I\ 7. ROSS STORES DOES SELL PREPACKAGED FOODS, TYPICALLY 100 TO 125 LINEAL FEET 12, ROOF DRAIN LEADERS (RDL) AND OVERFLOW LEADERS (OFL) ARE SHOWN FOR AND 102" A.F.F. (LAYER: A -LL INSTALLED -ANCHOR 1 da rL I ! i'.wl p A. ALL INTERIOR PLAN DIMENSIONS ARE TO BE GIVEN TO THE NEAREST WHOLE OR J \ SALES FLOOR NOR INTERFERE WITH THE LAYOUT AND USE OF THE STORE (SEE BASED ON ROSS SITE SPECIFIC REQUIREMENTS, SEE ROSS SITE-SPECIFIC AE -1 P, 0 � 0 QUARTER INCH. FULL HEIGHT METAL STUD WALL WITH THE FINAL CERTIFICATE OF OCCUPANCY PERMITS SUCH RETAIL SALES. 9,5/G1,1). TENANT'S PLAN FOR SITE-SPECIFIC REQUIREMENTS. THE GENERAL CONTRACTOR MUST B. ALL INTERIOR PLAN DIMENSIONS ARE TO BE FROM FINISHED FACE OF SURFACES ALLOWANCE - NON STRUCTURAL WALL TO FULL HEIGHT ACOUSTICALLY INSULATED - - --- _--t- 8. -.--. � .... ­­ .... I .... 1-11 13. NOT USED 1, C. JANITORS \ v o �� \ 1 4 „� I 6 r THE PLANS. - - - ­_­ VCT A �'�• N 14. WHILE ROSS STORES DOES NOT REQUIRE HARD MARKED AISLES, IF THE LOCAL IA5.1 START NAILERF AT LEAST ONE SET OF CONTINUOUS LONGITUDINAL AND TRANSVERSE DIMENSION EXISTING 6 5 LUMNS A5.1 AUTHORITY DOES REQUIRE SUCH IT WILL BE THE RESPONSIBILITY OF THE LANDLORD'S CLOSET o STRINGS MUST BE GIVEN ACROSS THE FULL INTERIOR OF EACH SPACE OR AREA VCT 9'-10 REPRESENTATIVE CONCERNING THE POSITIONING OF THESE ITEMS TO INSURE THERE GENERAL CONTRACTOR TO PROVIDE AND INSTALL THE MARKING TILES PER AN AISLE ..............N11 INSTALLED -WAINSCOT) (F.O.F. TO F.O.F.) 1 OFF m m„mx „, ' n„,„,null TYP.(; I GWB INDICATED BY A 2" POLY -LINE HORIZONTAL W/ BOTTOM AT+27" 116 CONSTRUCTION REPRESENTATIVE. THE LANDLORD MUST NOTIFY ROSS STORES AT THE (LAYER: A -WALL -FINISH -01) 6. STANDARD DRAWING AND DIMENSIONING CONVENTIONS HAVE BEEN USED IN THIS _.„�4N4A91114n11p TIME OF THE FINAL AUTOCAD WORKING FILE SUBMITTAL (SEE SHEET G1.0 NOTE 2.15) 4. ALL INTERIOR DIMENSIONS MUST BE MAINTAINED IN THE FINISHED CONSTRUCTION PROTOTYPE PLAN: 9. ALL UTILITIES MUST BE SIZED FOR. ACTUAL LOADS AND REQUIRED CAPACITIES: GIVEN IF HARD MARKED AISLES ARE REQUIRED BY THE LOCAL AUTHORITY. WITHIN 1/2 INCH UNLESS OTHERWISE APPROVED BY THE ROSS CONSTRUCTION A. PADLOCK DOOR LATCH AT BOTH TRACKS ?' 9 _ REPRESENTATIVE OR AS OTHERWISE REQUIRED BY CODE. FAILURE TO MAINTAIN THIS EXHAUST D A --- _. " H - 10. I Z_ I ( III y,IIIII IIIII II 1�Pi 4IIIIl11!I'I'nn N�N INM�I II TRACING THE LEASE AREA A LIKE P -LINE AND LAYER IS TO BE INCLUDED IN THE SOLE DISCRETION OF THE ROSS CONSTRUCTION REPRESENTATIVE. SALES FLOOR DIMENSIONS). • FINAL DRAWINGS WITH THE LEASE AREA PROMINENTLY CALLED OUT. B. 3 5/8" METAL STUD WALLS HAVE BEEN DRAWN AND DIMENSIONED AS 5". THE N11� l ACTUAL DEPTH MAY VARY SLIGHTLY. 11. ITEMS TO BE VERIFIED: WITH THE EXCEPTION OF EXTINGUISHER LOCATIONS (WHICH 6 C. 6" METAL STUD WALLS HAVE BEEN DRAWN AND DIMENSIONED AS 7', THE ACTUAL MUST BE VERIFIED THRU LOCAL AUTHORITY & THE ROSS STORE MANAGER), DEPTH MAY VARY SLIGHTLY. VERIFICATION FOR THE LOCATIONS OF THOSE ITEMS MARKED (VL) TO BE VERIFIED D. h (PHONES, OUTLETS, AISLES) WILL BE PROVIDED BY THE ROSS AISLE PLAN RA -1: \ 0 16a ,� 6vc VCT 'A' _ 31-p. 1 n CONSTRUCTION. N �NNNNNNN� °II1�1 I!'I (IIP N I N IIIIII NNNNq I CHECK-OUT COUNTERS `: .� l 100-0 0 r,' z •.:r Z 0 , �,- - L SUPPLIED BY ROSS & 1 z r 2 2 1 INSTALLED BY G.C. y ..'a t +'I O a ELECTRICAL HOOKUP BY TELEPOWER .. �t, ;, j(Exlr) O „ M:... -- ►_ I G.C. (TYP.) SEE ROSS 1 ..--..... ._POLE zz AISLE PLAN (RAI) FOR rx 7 DIMENSIONED LOCATION °' w ..... . (v.L.). r o - A3.0 CYLINDRICAL TRASH( ECEPTACLE BY- I- ' ---- � N G.C.: DURA ART I STONE (510-263-X1600) MODEL N S-TR-D-S-18-EXI TELEPOWER u4i STANDARD CHARC �FL, EXPOSED POLE I- ::: u, LEAD TIMIEH (CENT F' STANDARD I--..._ _ O _ M \� IIII Ilii i'„ a ) .11 A✓Y, n FULL HEIGHT MTL UD ©� 14 4 - I 61 (IIIIIIIII� t4 WALL. MARLITE OVER d .p TRASH RECEPTACL 11 11 _. .- PLYWD. Ar aANIroR sl N II I "u ,I MAY BE APPROVED (I N A CASE BY . _� w \ �N I TRAFFIC DOOR VISION LITE :, L IIII CASE BASIS TO BE ; ....- .- _ .__ .... ffVERIFYN NN�� Nu'"11111 REVIEWED AND APP' VED BY ROSS LINGS INSTA LED z \ MANAGERS 4Y` k` )+° z"sTG�1VLa-A� A n11„n1j c. R, RAI L - w OFFICE 'I, y." , (b)+42"SWITCH o -A nll BY ROSS (LHI � Z O f. ... I A4:1 II IIIIIIIIP N N N NN .I ALLOWANCE\\ \ 2s i I- ! IIII IIIIIIIII Ip� I Int n nu NN m 111nm nm muxnl n mol umnnxmnl no un 1;;1 11111nn 10 4 - . I) IIIIIIIL ) °j!1„, ,11 HONE +58" n1 1 �, N ooe mmn ennoe mm0000NW:�nNnnoeneeneNne anNm umemoon , nen 7 0 ;I (II1111A;III��NI N �� a NNN lu„l„u IN FLOOR DUPLEX OUTLET WITH O \ LINEA ABOVE ! ( nl„1111nm111 ti A5.0 z �N y j FLUSH HINGED COVER, BRASS a? NIN II N�N IIIIII .111x.11 2-7 OPPOSITE 6" 20 GA. MTL. STUD En 17 PLYwooD walNscoT WHERE �cauaos cnuRos SEE DETAIL xxnliilll WALL PARTITION -SIM HAND 00 \ REQUIRED SEE AISLE PLAN q/ q/ 3/..5.0 m HEgN „nuu n SLIDE BOLT AND 0 ( ) $'-1OYz' 9'-4Y IIINNN ...(IIIA NN N I x„Ium1„ II x, HASP FOR PADLOCK,TM11nx1'mdnlll,(InI1M111MIMll'M1,mm,i N:m(i l(nln(nnDni�h�ldmuu lml n,lmwnl:lnuu In ., Ixir1 1 rnmr ,mmnnl 1 nlnmmm mmnr nlnmmlmmn �, 111 II N� _ � .. x. N r :.:..... :...::. ........ � :.x: L ::::::::: xxx::: :: „.• ..: .:,: � 1 u xu. x� .:, x� ,:::::. x.x x. x ;:, a: -,r .1:::x :x:xx :.::::: .: :::.:::. :,:::.:.. ...... FZy.:.BC PfVCrPD�,nu.., _:... •..... ::::::::: „:..: x.:..:x .: x �� 1� I � 'III r♦ I B ILII�dNBLllllll N N NNlull NN 1 III I 1111xm x r 11wx 1Ix1x1n :1x::1 1111IIII1 IIIIIIIn xn1wIII1 Illllln nnn IIIII x 1IIl1n I IwIIIIIn n nxron IIIII x1111111 1IImIII 11lllx mrmnxAnx 1a1I IIIIIIIII nrxNxxmr r H r n 11111111 ImI,,,I O AT COMPACTOR 111:, wII nH wIx xWxrnllll m1 n u „ Z IIIII °.. DOOR III IIIIIIIII START NAILER 1 OFF, - w N N��11 ._:•• ,.� II N IIII IIIIIIIII IIIII N II , ILL Nu N SEE AE 1 TENANT S - +S4 COMPACTOR I r - O \ Cn II I o o, CONTROLS w/ 1- I III PLAN FOR SITE SPECIFIC g w PRE SURE GAUGE 2 Z 11NN 1NNN (INN I�III I 1111111 : NN := b 1. II START POINTS. - c� I 1 I NO EXTERIOR HARDWARE, VIEWER, ARROW �- -, li i 6 7 III SALES FLOOR DEPTH 169'-2V' FOFIFOF GYP.BD. +/-1/2" EXIT DEVICE, EXTERIOR CANOPY, FULL = WEATHERING WITH SEALS, RAIN DRIP AND DOOR' BOTTOM, ADA THRESHOLD AND \ STOCK E2 Z 1 LANDING, S.S. SIGNAL BUTTON 0 Q Z ROM Q P 4 NNN N�1NNNN� :.. �I pIII �p�� VALANCE LINE ABOVE - 102 o N� �61NN :: (I� N N 1N N IIN 11 N NNS NNNNNN �� SEE DETAIL 3 A5.0 Q B CORNER ! _ II� <O - \ io 4 00 SEALED CONC. C� --. �uII� III�IIpII �I� IIN NN N �N '' c`� -- c+� O GAURDS O N EIIIII I IIIIN�N�N ��N � X -- ;•� J 1 III xxI lNN� NNS ........INN.���xwI n11um1I x (IIIIII x'lnim W .m (mux IIIII r 111:11 1111111 mxllwr w m xwrxrrrr nN xllrxl n NIIIIIII mHH xr xI11I11111111111 �xlx (IIIIII N����1.111111„nI11I INN�I , IIIIIIII INNNINN�1 I1 :1 rmIIIII���In�III 1XpAm�I'�:. ::::x.- 3: 11 I run nnnlll INIIIn1 " 1 . x L r x xNx rN m111 n w 1 71-0" 31-40 °Q 5'-p"H , UNDERCUT 4 " - C ii v I+ Iil - Nw I .r3 ROWS OF 1X4 WOOD NAILERS BY t 811 Lsl) 15 ��, - _ WALLPARTITIONW/ 5/8'D 'f � G.C. SEE DTL. 4/A5.0 TYP. 14 -------... ---- j GYP. BD. TO ABOVE CEILING I, I (LAYER: A -LL INSTALLED -NAILER) ON ROOM SIDE ONLY ELECTRICAL I 3/4„ EXPOSED PLYWD "v ri., A5.1 ROOM WAa'SHElcrlr,au "�i 1 11 START NAILER 1" OFF j ' NOTE: AREA W/O NAILER: PAINT 3 1 1 2 I `r S&F CONC .- 3 ROWS OF 2X6 ANCHOR 11 2 ch BOARDS, SEE AISLE PLAN BENJAMIN-MOORE 'TIMOTHY STRAW' _, .. r #2149-40 AND PROVIDE JOHNSONITE 6" '-3 WORK A3.0 17�S.C. 26'.12Y4"V.L.ANCHORBOARDS RUBBER BASE #4o BLACK. 6 CAVITY (SEIE 7/A4.1 FOR MOUNTING HEIGHTS) _ _ -- - -"--"-T'- _' I � I VNI :1 A5.0 11 11 FNLrALI ;..........� 31..� N `? TYP. . .:.::.:. .:1-- x:_::::11 xx.V :1x11 r:::::: _.x::xr: xry . 1::11x: 111:x:.. „ .i:! %:-::-1!11 , 1111 x.:::: r . ..-, inii1111 y ,-:. 1111: x.. x ::: ::::::::: :::::::::. r m ::xxx:: -x.r x_:xw -,., . .x.:::.: n �.. 1111::, x .: ::::::::: , 1111: ::::::::: x :::::::: x x 11:::11 :::x::::. x --- - -- 1 ADJACENT TENANT 14 A.o FLOOR 1 LAN A5.1 3 5/8„ STUD WALL 20 GA. MTL. PARTITION W/ 5/8" GYP. BID TO ABOVE �-,SCALE: 1/8 = 1'_0" 4 CEILING ON ROOM SIDE ONLY G.C. TO MAKE PRIMARY TERMINATION 600A, 277/48OV, 3PH, 4W SERVICE A5:0 OF 25 PAIR TELEPHONE CABLE AT MIN: TENANT ELECTRICAL ROOM TERMINAL BLOCK. 9 SERVICE LINES: ALL ELECTRICAL PANELS INCLUDING 13 IF SHARED 1 -PHONE LINE 1 THE SECURITY PANEL, FCP, EMS A5.1 DEMISING 2 -PHONE LINE 2 PANEL AND TELEPHONE BOARD MUST 3 -PHONE LINE 3 & SECONDARY FIRE BE LOCATED IN THE ELECTRICAL ROOV WALL 4 -PHONE LINE 4 & LP BURGLAR 5 -EMS &BACKUP DATA LINE HOOKUP 6 -DEDICATED FIRE 7-56K DATA LINE, DEDICATED 8 -FAX -DATA LINE 9 -(OPTIONAL) 56K DATA LINE, DEDICATED t PLAN NOTES: \o -*""** C) (.no LEGEND 1. NOT USED 5. DIMENSIONING STANDARDS FOR ARCHITECT'S INTERIOR IMPROVEMENT PLANS (NO 7. ROSS STORES DOES SELL PREPACKAGED FOODS, TYPICALLY 100 TO 125 LINEAL FEET 12, ROOF DRAIN LEADERS (RDL) AND OVERFLOW LEADERS (OFL) ARE SHOWN FOR AND 102" A.F.F. (LAYER: A -LL INSTALLED -ANCHOR EXCEPTIONS): POLY -LINE @ RESTROOM WALLS ONLY OF SHELVING AS SHOWN. INSURE THAT PLUMBING DESIGN AND BUILDING FINISHES CONCEPT ONLY, FINAL LOCATIONS MUST NOT INTRUDE INTO OR BE LOCATED ON THE 2, AISLE LAYOUT, ENTRY, BACK -AREA AND OBJECT LOCATIONS ARE SUBJECT TO CHANGE A. ALL INTERIOR PLAN DIMENSIONS ARE TO BE GIVEN TO THE NEAREST WHOLE OR MEET LOCAL PERMIT REQUIREMENTS FOR THE SALE OF SUCH MERCHANDISE AND THAT SALES FLOOR NOR INTERFERE WITH THE LAYOUT AND USE OF THE STORE (SEE BASED ON ROSS SITE SPECIFIC REQUIREMENTS, SEE ROSS SITE-SPECIFIC AE -1 P, 0 � 0 QUARTER INCH. FULL HEIGHT METAL STUD WALL WITH THE FINAL CERTIFICATE OF OCCUPANCY PERMITS SUCH RETAIL SALES. 9,5/G1,1). TENANT'S PLAN FOR SITE-SPECIFIC REQUIREMENTS. THE GENERAL CONTRACTOR MUST B. ALL INTERIOR PLAN DIMENSIONS ARE TO BE FROM FINISHED FACE OF SURFACES ALLOWANCE - NON STRUCTURAL WALL TO FULL HEIGHT ACOUSTICALLY INSULATED VERIFY THRU THE ROSS CONSTRUCTION REPRESENTATIVE THAT THE CORRECT AISLE 1 AND CENTERLINES OF COLUMNS. 8. ALTHOUGH NOT SHOWN OR LOCATED IN THESE PROTOTYPE DRAWINGS, A FULLY CODE 13. NOT USED LAYOUT (RA -1) IS IN USE PRIOR TO INSTALLING FLOORING AND LOCATING OBJECTS C. ALL INTERIOR PLAN DIMENSIONS (BOTH DEPTH AND LENGTH) ARE TO BE GIVEN ON v o �� COMPLIANT FIRE AND LIFE SAFETY INSTALLATION IS REQUIRED, INCLUDING BUT NOT AREA LINE (LAYER: A -AREA) REQUIRING VERIFICATION (VL). THE PLANS. LIMITED TO STROBES, HORNS, EMERGENCY LIGHTING, HVAC OVERRIDES, DETECTORS, 14. WHILE ROSS STORES DOES NOT REQUIRE HARD MARKED AISLES, IF THE LOCAL EACH SIDE. 3-5/8" STUD = 5" STAND: Dr AT LEAST ONE SET OF CONTINUOUS LONGITUDINAL AND TRANSVERSE DIMENSION CONTROL PANEL, ANNUNCIATOR, AND THE LIKE. CONSULT WITH ROSS CONSTRUCTION AUTHORITY DOES REQUIRE SUCH IT WILL BE THE RESPONSIBILITY OF THE LANDLORD'S 3. ALL WALLS ARE TO BE DESIGNED IN ACCORDANCE WITH GOVERNING CODES TO PROVIDE STRINGS MUST BE GIVEN ACROSS THE FULL INTERIOR OF EACH SPACE OR AREA AISLE PLAN, V.L. (LAYER: A -LL REPRESENTATIVE CONCERNING THE POSITIONING OF THESE ITEMS TO INSURE THERE GENERAL CONTRACTOR TO PROVIDE AND INSTALL THE MARKING TILES PER AN AISLE NECESSARY SUPPORT AND BRACING TO SAFELY CARRY ALL IMPOSED VERTICAL AND INSTALLED -WAINSCOT) (F.O.F. TO F.O.F.) ARE NO CONFLICTS WITH STORE FIXTURES. FINAL DRAWINGS MUST ACCURATELY SHOW PLAN TO BE PREPARED BY ROSS STORE PLANNING AND PROVIDED BY THE ROSS LATERAL LOADS (INCLUDING FIXTURE & SHELVING LOADS). GWB INDICATED BY A 2" POLY -LINE HORIZONTAL W/ BOTTOM AT+27" ALL REQUIRED ITEMS. CONSTRUCTION REPRESENTATIVE. THE LANDLORD MUST NOTIFY ROSS STORES AT THE (LAYER: A -WALL -FINISH -01) 6. STANDARD DRAWING AND DIMENSIONING CONVENTIONS HAVE BEEN USED IN THIS TIME OF THE FINAL AUTOCAD WORKING FILE SUBMITTAL (SEE SHEET G1.0 NOTE 2.15) 4. ALL INTERIOR DIMENSIONS MUST BE MAINTAINED IN THE FINISHED CONSTRUCTION PROTOTYPE PLAN: 9. ALL UTILITIES MUST BE SIZED FOR. ACTUAL LOADS AND REQUIRED CAPACITIES: GIVEN IF HARD MARKED AISLES ARE REQUIRED BY THE LOCAL AUTHORITY. WITHIN 1/2 INCH UNLESS OTHERWISE APPROVED BY THE ROSS CONSTRUCTION A. THE BASE BUILDING PERIMETER WALL HAS BEEN DRAWN WITH A 8" DEPTH IN ORDER SIZING IS A MINIMUM GUIDELINE. REPRESENTATIVE OR AS OTHERWISE REQUIRED BY CODE. FAILURE TO MAINTAIN THIS TO ACCOMMODATE A RANGE OF CONSTRUCTION TECHNOLOGIES. THIS WALL DEPTH IS 10. THIS DRAWING HAS A LAYER NAMED "A -AREA" THAT CONTAINS A CLOSED P -LINE ACCURACY OF CONSTRUCTION MAY RESULT IN THE REJECTION OF THE WORK AT THE TO BE ADJUSTED TO SHOW THE ACTUAL BASE BUILDING CONSTRUCTION (MAINTAIN TRACING THE LEASE AREA A LIKE P -LINE AND LAYER IS TO BE INCLUDED IN THE SOLE DISCRETION OF THE ROSS CONSTRUCTION REPRESENTATIVE. SALES FLOOR DIMENSIONS). • FINAL DRAWINGS WITH THE LEASE AREA PROMINENTLY CALLED OUT. B. 3 5/8" METAL STUD WALLS HAVE BEEN DRAWN AND DIMENSIONED AS 5". THE ACTUAL DEPTH MAY VARY SLIGHTLY. 11. ITEMS TO BE VERIFIED: WITH THE EXCEPTION OF EXTINGUISHER LOCATIONS (WHICH C. 6" METAL STUD WALLS HAVE BEEN DRAWN AND DIMENSIONED AS 7', THE ACTUAL MUST BE VERIFIED THRU LOCAL AUTHORITY & THE ROSS STORE MANAGER), DEPTH MAY VARY SLIGHTLY. VERIFICATION FOR THE LOCATIONS OF THOSE ITEMS MARKED (VL) TO BE VERIFIED D. FURRING HAS BEEN DRAWN AS 5' IN ORDER TO ACCOMMODATE A RANGE OF (PHONES, OUTLETS, AISLES) WILL BE PROVIDED BY THE ROSS AISLE PLAN RA -1: FURRING TYPES, THIS FURRING DEPTH IS TO BE ADJUSTED TO SHOW THE SELECTED CONSTRUCTION. FLOOR PLAN 4 \o -*""** C) (.no LEGEND 5/8" A -C, G-1, EXT -APA PLYWOOD IN 3 ROWS 2x6 ANCHOR BOARDS MOUNTED © 9", 54", mow'+ P-� LIEU OF GWB INDICATED BY A 2" AND 102" A.F.F. (LAYER: A -LL INSTALLED -ANCHOR 8 ALLOWANCE BASE BUILDING SHELL = 8" ALLOWANCE. POLY -LINE @ RESTROOM WALLS ONLY BOARD) 00 O (LAYER: A -WALL -FINISH -02) 0 AL STUD FURRING WITH 5 8" GWB 8" ALLOWANCE MET / 3 ROWS OF 1X4 WOOD NAILERS MOUNTED © 9", 48", AND P, 0 � 0 5" STANDARD ALLOWANCE. FULL HEIGHT METAL STUD WALL WITH 99" A.F.F. (LAYER: A -LL INSTALLED -NAILER) - by GWB BOTH SIDES C o w ALLOWANCE - NON STRUCTURAL WALL TO FULL HEIGHT ACOUSTICALLY INSULATED WC -1 MDC MONTCALM-OYSTER WALLCOVERING 1 ALLOW FOR FUTURE EXPANSION AREA AND SEALED METAL STUD FULL HEIGHT (LAYER: A-WALL-FINISH-WC1), SEE A6.0 o w SHOWN WALL v o �� ro AREA LINE (LAYER: A -AREA) WALL BUMPER AT APPROX, 7" AND 31" A.F.F. METAL STUD PARTITION WITH 5/8" GWB (LAYER: A -WALL -FINISH -BUMPER), SEE 8/A4.0 AND EACH SIDE. 3-5/8" STUD = 5" STAND: U u 1� FINISH MATERIAL NOTE 14, SHEET A6.0, V.L. (' ALLOWANCE; 6" STUD = 7" STAND. `i' 4'-0" HIGH x 3/4" PLYWOOD WAINSCOT, SEE RA -1 II � ALLOWANCE; IF PLYWD BACKING BEHIND AISLE PLAN, V.L. (LAYER: A -LL � FLOORING TRANSITION, THRESHOLD, SADDLE, ETC. � GWB ADD 1" TO ALLOWANCE INSTALLED -WAINSCOT) FLOOR FINISH MATERIAL - SEE SHEET A6.0 AND FINISH 1/2" APA CDX PLYWOOD BACKING BEHIND 4'H X 8' X 3/4" APA A -D PLYWOOD BACKBOARD A5.0 FOR ADDITIONAL INFORMATION GWB INDICATED BY A 2" POLY -LINE HORIZONTAL W/ BOTTOM AT+27" (LAYER: A -WALL -FINISH -01) (LAYER: A -LL INSTALLED -PLYWOOD MOUNTING BOARD) # DOOR SYMBOL REFER SHEET A6.0 O FLOOR PLAN 4 \o -*""** C) (.no c cn IU mow'+ P-� -_ a =M 00 O 0 a P, 0 � 0 .2 �u � � - by E C o w 0 1 .�W o w d� c, 1.4 I v o �� C � V_a3 U u 1� II I I I WALK PAD PROTECTION CA (TYPI L) ROOF PENETRATIONS REFER DETAIL 2/A1.1 CRICKET A T (TYPICAL) EACH ROOFTOP , UNIT & EQUIPM T _ TYP. . -- ` LABEL UNITS IN 12 HIGH LETTERING. -AC-4 TEXT TO BE PLACED ON CENTRAL -- -- PANEL DOOR AND SIDE WITH CRICKET AT -- - %' EACH ROOFTOP LABEL UNITS IN 12" HIGH LETTERING. TEXT TO BE PLACED ON CENTRAL PANEL DOOR AND SIDE WITH DISCONNECT IN A VISIBLE LOCATION ----- -- -- — _._ THIS IS UNIT 6 DISCONNECT IN A VISIBLE LOCATION THIS IS UNI 4 UNIT & EQUIPM'T -... CRICKET AT _ _ _ D T I - . --.. __... , .EACH ROOFTOP LABEL UNITS iN 12" HIGH LETTERING. j UNIT & EQUIPM'T ...._ . — AC -5 _ TEXT TO BE PLACED ON CENTRAL AC 6 UTILITY OUTLETS PROVIDED ;� PANEL DOOR AND SIDE WITH 1 SPLASH PAN WITHIN ROOFTOP UNITS BY DISCONNECT IN A VISIBLE LOCATION ;I i MANUFACTURER, TO BE THIS IS UNIT. 5 I rl,, CIRCUITED, INDEPENDENT, 24 i...I,° HOUR, DEDICATED 120V. REFER GUTTER LEADER TO ___ _ _..__ _ _____.___.____.Y— TO HVAC DESIGN CRITERIA AND UTILITY OUTLETS PROVIDED SPLASH PAN CHECKLIST 6.B.3.G/M2.0----- --- - - WITHIN ROOFTOP UNITS. BY UTILITY OUTLETS. PROVIDED MANUFACTURER, TO BE WITHIN ROOFTOP UNITS BY CIRCUITED, INDEPENDENT, 24 MANUFACTURER, TO BE HOUR, DEDICATED 120V. REFER CIRCUITED, INDEPENDENT, 24 L TO HVAC DESIGN CRITERIA AND HOUR,: DEDICATED 120V. REFER CHECKLIST 6.B.3.G/M2.0 TO HVAC DESIGN CRITERIA AND CHECKLIST 6.B.3.G/M2.0 ( I I HIGH ROOF GUTTERCRICKET AT --- CRICKET AT .. EACH H ROOFTOP ' EACH ROOFTOP w...:._ .... r UNIT & EQUIPM'T _ C UNIT & EQUIPM'T LABEL UNITS IN 12" HIGH LETTERING. 1 LABEL UNITS IN 12" HIGH LETTERING: AC -7 iTEXT TO BE PLACED ON CENTRAL AC -2 TEXT TO BE PLACED ON CENTRAL 1-- PANEL DOOR AND SIDE WITH PANEL DOOR AND SIDE WITH 'r DISCONNECT IN A VISIBLE LOCATION l DISCONNECT IN A VISIBLE LOCATION � _.. .-..... THIS IS UNIT 2 THIS IS UNIT 7 .._ _...._ .... r., r UTILITY OUTLETS PROVIDED WITHIN ROOFTOP UNITS BY �.M --- -- - ---..........--.._—_.-.. UTILITY OUTLETS PROVIDED MANUFACTURER. TO BE s CIRCUITED, INDEPENDENT, 24 WITHIN ROOFTOP UNITS BY HOUR, DEDICATED 120V. REFER `4I M' M ANUFACTURER, TO BE TO HVAC DESIGN CRITERIA AND i ...- _ R U TED, INDEPENDENT, 24 Ih IiF HOUR, DEDICATED 120V. REFER CHECKLIST 6.B.3.G/M2.0 1 TO HVAC DESIGN CRITERIA AND I a CHECKLIST 6.B.3.G/M2.0 SPLASH PAN GUTTER LEADER TO WALK PAD PATH TO -SRL-,4SF+--P-A-N-- —_.____------------------- UNITS AND ACCESS DOORS WALK PAD 19 PROTECTION - - - ---- - .�-_-. _- --- --------- --- ---- ------ - -- - --._ _..-:. -- --- --- -- -- -._.._ _.- _ _ _ _.. EACH ROOFTOP ..- . ---- ---- -- - ---- UN.LL_s�_ES�UIPM'I _ _ CRICKET AT - --------_---------------------�--- -----------._..__ EACH .ROOFTOP LABEL UNITS IN 12" HIGH LETTERING. ( — .: UNIT & EQUIPM'T _ _ _ B AC -1 TEXT TO BE PLACED ON CENTRAL I LABEL UNITS IN 12" HIGH LETTERING. PANEL DOOR AND SIDE WITH _ AC -3 TEXT TO BE PLACED ON CENTRAL DISCONNECT IN A VISIBLE LOCATION - PANEL DOOR AND SIDE WITH THIS IS UNIT 1 DISCONNECT IN A VISIBLE LOCATION THIS IS UNIT 3 ...: ... -.:. ...._ - ..... _.. I UTILITY OUTLETS PROVIDED WITHIN ROOFTOP UNITS BY UTILITY OUTLETS PROVIDED _--------- III MANUFACTURER, TO BE ___ WITHIN ROOFTOP UNITS BY � CIRCUITED, INDEPENDENT, 24 HOUR, DEDICATED 120V. REFER CIRCUITED,MANUFACTURER, UINDEPENDENT, 24 TO HVAC DESIGN CRITERIA AND HOUR, DEDICATED 120V, REFER CHECKLIST 6.B.3.G/M2.0 TO HVAC DESIGN CRITERIA AND CHECKLIST 6.B.3.G/M2.0 ' -------- RETURN AND STRUCTURAL 18 BRACING REQ'D, 4 RETURNS c ie CL .rrr.,„,r„.,...„r.r.....�.�rr �..�„. r.r.r�..�,;:,��,r.. _�.. rrrr�.W,...r... �..r.. rrrrrrr.... ,.�.rr. .�a. rrrrr..r�.r . rr.�.��..m,r.�,.. . „. � _..,,w�.. �, wr�r r.r.�...,.r.r�.,�., .�.rrr..s....�.. rr�. .�.. .rrr,., r..,�,..�,�,r........m�.�,,._..a.�,.. r .rr. r...r�.�w..r�,m.r.r,....�.w__._.��.....�....�rr�.�....��.�...�...r��.,...�....�..�....,,�,.,,.r...�....�..w.�.w�..... ....��.��..._.rr..�._.�� �...rr,.r_.__�.�_.rr�w.W..r�..,r.��,...r.,.r�... __ ..�.�, ...W. _._ ... ....r....�,�w.�.� ._�......,�..�,W,..�. ,. A °° A.0 E A ROOF PLAN A1.1 SCALE: 1/85' = 1'-0 NOTE: ONLY EQUIPMENT MANUFACTURER'S Z CURBS ARE TO BE USED. UNIVERSAL CURBS ARE NOT PERMITTED. ROOF�P lEQUIP.. FLASHING & SEALANT L___- ---_ SAFETY CAGE, PAINT SW7074 SOFTWARE - ROOF MEMBRANE INSTALL INSULATION IN (ABOVE) STEEL LADDER FULL EQUIPMENT CURBS. HEIGHT o �— STRAPPING o I /4,,x3 STEELMETAL STUD PLATE AS REQUIRED o WALL CONSTRUCTION 0 0^ ¢ SEE PLAN & SECTIONS PROVIDE FIRE TREATED g `D 5 8” DIA. SMOOTH N ~ WOOD BLOCKING AS STEEL BAR N 3/4” PLYWOOD REQUIRED a CORRUGATED DECK OPENING FRAMEWORK, NOTES: a 7 0 SEE TYP. BURGLAR BAR MAX. 1. BURGLAR BARS TO BE PROVIDED AT ALLA3: Z STL. ANGLE FRAMING DETAIL 2/A1.1 ROOF AND WALL OPENINGS LARGER THAN a o 64 SQUARE INCHES NOTES: L 2. ALL BURGLAR BARS ARE TO BE WELDED TO 2'-7" BOTTOM HOOP 7" 7" INSULATE ALL UN -INSULATED ROOF CURBS WITH STRUCTURE OR BE FIRMLY ANCHORED IN A i" INSULATION - MINIMUM TAMPER -PROOF MANNER TO STRUCTURE 1 EQUIP. ROOF CURB 2 BURGLAR BAR DETAIL 3 ROOF ACCESS LADDER PLAN, REQ'D BY ROSS A1.1 SCALE: 1-1 2" = 1'-O" A1:1 SCALE: N.T.S. A1.1 SCALE: 1 1/2') _ V-0" U u � ,ring" " "'°'Xi c W a N o cnJ O Q W U 4—r�0 c^f)� CC W 4 3 24-4 I00 0 �a ca U Cf) M C NC 1 WOM Lu �ULL Lu •^�W� W z C) � u., J v CVO .r- � ,O • � Qt� S cd 0 I I I WALK PAD PROTECTION CA (TYPI L) ROOF PENETRATIONS REFER DETAIL 2/A1.1 CRICKET A T (TYPICAL) EACH ROOFTOP , UNIT & EQUIPM T _ TYP. . -- ` LABEL UNITS IN 12 HIGH LETTERING. -AC-4 TEXT TO BE PLACED ON CENTRAL -- -- PANEL DOOR AND SIDE WITH CRICKET AT -- - %' EACH ROOFTOP LABEL UNITS IN 12" HIGH LETTERING. TEXT TO BE PLACED ON CENTRAL PANEL DOOR AND SIDE WITH DISCONNECT IN A VISIBLE LOCATION ----- -- -- — _._ THIS IS UNIT 6 DISCONNECT IN A VISIBLE LOCATION THIS IS UNI 4 UNIT & EQUIPM'T -... CRICKET AT _ _ _ D T I - . --.. __... , .EACH ROOFTOP LABEL UNITS iN 12" HIGH LETTERING. j UNIT & EQUIPM'T ...._ . — AC -5 _ TEXT TO BE PLACED ON CENTRAL AC 6 UTILITY OUTLETS PROVIDED ;� PANEL DOOR AND SIDE WITH 1 SPLASH PAN WITHIN ROOFTOP UNITS BY DISCONNECT IN A VISIBLE LOCATION ;I i MANUFACTURER, TO BE THIS IS UNIT. 5 I rl,, CIRCUITED, INDEPENDENT, 24 i...I,° HOUR, DEDICATED 120V. REFER GUTTER LEADER TO ___ _ _..__ _ _____.___.____.Y— TO HVAC DESIGN CRITERIA AND UTILITY OUTLETS PROVIDED SPLASH PAN CHECKLIST 6.B.3.G/M2.0----- --- - - WITHIN ROOFTOP UNITS. BY UTILITY OUTLETS. PROVIDED MANUFACTURER, TO BE WITHIN ROOFTOP UNITS BY CIRCUITED, INDEPENDENT, 24 MANUFACTURER, TO BE HOUR, DEDICATED 120V. REFER CIRCUITED, INDEPENDENT, 24 L TO HVAC DESIGN CRITERIA AND HOUR,: DEDICATED 120V. REFER CHECKLIST 6.B.3.G/M2.0 TO HVAC DESIGN CRITERIA AND CHECKLIST 6.B.3.G/M2.0 ( I I HIGH ROOF GUTTERCRICKET AT --- CRICKET AT .. EACH H ROOFTOP ' EACH ROOFTOP w...:._ .... r UNIT & EQUIPM'T _ C UNIT & EQUIPM'T LABEL UNITS IN 12" HIGH LETTERING. 1 LABEL UNITS IN 12" HIGH LETTERING: AC -7 iTEXT TO BE PLACED ON CENTRAL AC -2 TEXT TO BE PLACED ON CENTRAL 1-- PANEL DOOR AND SIDE WITH PANEL DOOR AND SIDE WITH 'r DISCONNECT IN A VISIBLE LOCATION l DISCONNECT IN A VISIBLE LOCATION � _.. .-..... THIS IS UNIT 2 THIS IS UNIT 7 .._ _...._ .... r., r UTILITY OUTLETS PROVIDED WITHIN ROOFTOP UNITS BY �.M --- -- - ---..........--.._—_.-.. UTILITY OUTLETS PROVIDED MANUFACTURER. TO BE s CIRCUITED, INDEPENDENT, 24 WITHIN ROOFTOP UNITS BY HOUR, DEDICATED 120V. REFER `4I M' M ANUFACTURER, TO BE TO HVAC DESIGN CRITERIA AND i ...- _ R U TED, INDEPENDENT, 24 Ih IiF HOUR, DEDICATED 120V. REFER CHECKLIST 6.B.3.G/M2.0 1 TO HVAC DESIGN CRITERIA AND I a CHECKLIST 6.B.3.G/M2.0 SPLASH PAN GUTTER LEADER TO WALK PAD PATH TO -SRL-,4SF+--P-A-N-- —_.____------------------- UNITS AND ACCESS DOORS WALK PAD 19 PROTECTION - - - ---- - .�-_-. _- --- --------- --- ---- ------ - -- - --._ _..-:. -- --- --- -- -- -._.._ _.- _ _ _ _.. EACH ROOFTOP ..- . ---- ---- -- - ---- UN.LL_s�_ES�UIPM'I _ _ CRICKET AT - --------_---------------------�--- -----------._..__ EACH .ROOFTOP LABEL UNITS IN 12" HIGH LETTERING. ( — .: UNIT & EQUIPM'T _ _ _ B AC -1 TEXT TO BE PLACED ON CENTRAL I LABEL UNITS IN 12" HIGH LETTERING. PANEL DOOR AND SIDE WITH _ AC -3 TEXT TO BE PLACED ON CENTRAL DISCONNECT IN A VISIBLE LOCATION - PANEL DOOR AND SIDE WITH THIS IS UNIT 1 DISCONNECT IN A VISIBLE LOCATION THIS IS UNIT 3 ...: ... -.:. ...._ - ..... _.. I UTILITY OUTLETS PROVIDED WITHIN ROOFTOP UNITS BY UTILITY OUTLETS PROVIDED _--------- III MANUFACTURER, TO BE ___ WITHIN ROOFTOP UNITS BY � CIRCUITED, INDEPENDENT, 24 HOUR, DEDICATED 120V. REFER CIRCUITED,MANUFACTURER, UINDEPENDENT, 24 TO HVAC DESIGN CRITERIA AND HOUR, DEDICATED 120V, REFER CHECKLIST 6.B.3.G/M2.0 TO HVAC DESIGN CRITERIA AND CHECKLIST 6.B.3.G/M2.0 ' -------- RETURN AND STRUCTURAL 18 BRACING REQ'D, 4 RETURNS c ie CL .rrr.,„,r„.,...„r.r.....�.�rr �..�„. r.r.r�..�,;:,��,r.. _�.. rrrr�.W,...r... �..r.. rrrrrrr.... ,.�.rr. .�a. rrrrr..r�.r . rr.�.��..m,r.�,.. . „. � _..,,w�.. �, wr�r r.r.�...,.r.r�.,�., .�.rrr..s....�.. rr�. .�.. .rrr,., r..,�,..�,�,r........m�.�,,._..a.�,.. r .rr. r...r�.�w..r�,m.r.r,....�.w__._.��.....�....�rr�.�....��.�...�...r��.,...�....�..�....,,�,.,,.r...�....�..w.�.w�..... ....��.��..._.rr..�._.�� �...rr,.r_.__�.�_.rr�w.W..r�..,r.��,...r.,.r�... __ ..�.�, ...W. _._ ... ....r....�,�w.�.� ._�......,�..�,W,..�. ,. A °° A.0 E A ROOF PLAN A1.1 SCALE: 1/85' = 1'-0 NOTE: ONLY EQUIPMENT MANUFACTURER'S Z CURBS ARE TO BE USED. UNIVERSAL CURBS ARE NOT PERMITTED. ROOF�P lEQUIP.. FLASHING & SEALANT L___- ---_ SAFETY CAGE, PAINT SW7074 SOFTWARE - ROOF MEMBRANE INSTALL INSULATION IN (ABOVE) STEEL LADDER FULL EQUIPMENT CURBS. HEIGHT o �— STRAPPING o I /4,,x3 STEELMETAL STUD PLATE AS REQUIRED o WALL CONSTRUCTION 0 0^ ¢ SEE PLAN & SECTIONS PROVIDE FIRE TREATED g `D 5 8” DIA. SMOOTH N ~ WOOD BLOCKING AS STEEL BAR N 3/4” PLYWOOD REQUIRED a CORRUGATED DECK OPENING FRAMEWORK, NOTES: a 7 0 SEE TYP. BURGLAR BAR MAX. 1. BURGLAR BARS TO BE PROVIDED AT ALLA3: Z STL. ANGLE FRAMING DETAIL 2/A1.1 ROOF AND WALL OPENINGS LARGER THAN a o 64 SQUARE INCHES NOTES: L 2. ALL BURGLAR BARS ARE TO BE WELDED TO 2'-7" BOTTOM HOOP 7" 7" INSULATE ALL UN -INSULATED ROOF CURBS WITH STRUCTURE OR BE FIRMLY ANCHORED IN A i" INSULATION - MINIMUM TAMPER -PROOF MANNER TO STRUCTURE 1 EQUIP. ROOF CURB 2 BURGLAR BAR DETAIL 3 ROOF ACCESS LADDER PLAN, REQ'D BY ROSS A1.1 SCALE: 1-1 2" = 1'-O" A1:1 SCALE: N.T.S. A1.1 SCALE: 1 1/2') _ V-0" U u � ,ring" " "'°'Xi CD 0 06 ca w 0 F- p W W 2 N Z W c W a N o cnJ O Q W U 4—r�0 c^f)� CC W o 0 c ca U Cf) 0)(D V C C NC 1 WOM Lu �ULL Lu •^�W� W z C) � u., J v CVO CD 0 06 ca w 0 F- p W W 2 N Z W c W a N o cnJ cQ3 V Lu Q W U CC o 0 L c U Cf) 0)(D V C Lu Z C/i o Lu c3 0(DEa co U) a CD 0 06 ca w 0 F- p W W 2 N Z W o W a N o Z cQ3 V Lu Q W U CC o 0 0 A1.1 � SHIELDED i ----i DOCK LIGHT MANAGERS OFFICE 104 9'-0" MOUNT AS HIGH AS POSSIBLE (+14'-0" MINIMUM). STOCK ROOM 102 EXPOSED ............. i;�-- 4 ,- A5.0 TYP. SALES FLOOR SECTION ELECTRICAL ROOM 112 EXPOSED. LIGHTING FIXTURES CONFIGURED TO DIRECT LIGHT BEYOND & INTO PERIMETER SHELVING A REFLECTED CE NGPLAN HVAC DUCTS AND DIFFUSERS MOUNT AS HIGH AS POSSIBLE A2.0 SCALE: 1/8" = 1'-0AND IN NO CASE LESS THAN +14'-6" CLEAR AFF; NO EXCEPTIONS, 1. METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND 3. MAIN RUNNERS @ 4'-0" O.C: CROSS RUNNERS @ 2'-0" O.C. LAY -IN PANEL CEILINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C635-87 FOR INTERMEDIATE DUTY SYSTEMS. 4. VERTICAL HANGERS TO BE MAX. 8" FROM WALLS 2. INSTALLATION OF METAL CEILING SUSPENSION SYSTEM 5. ARCHITECT OF RECORD TO CONFIRM SEISMIC RIQUIREMENTS FOR SITE FOR ACOUSTICAL TILE AND LAY -1N PANELS SHALL CONFORM TO THE REQUIREMENT OF ASTM C636-86. CROSS RUNNERS NO. 12 GAUGE VERTICAL HANGERS MIN. OF THREE TURNS I— MAIN RUNNER ('__ SUSPENDED CEILING SUPPORT SYSTEM ��o SCALE: N.T.S. IIJ Zx Q a 8 MIN. 32' MAX, TYP. SALES 4 FLOOR SECTION A5.0 T Q Li I w 13'-6" HEIGHT OF S OREFRONT SYS M O UNDER CANOPY ILLUMINATED ROSS SIGN CONTINUOUS SOFFIT VENT SEE DETAIL 3/A3.0 AND T 1/E3.0 FOR LIGHTING AT SIGN CAVIT ABOVE 3 A3.0 1 A3.0 0 A\ VARIES 16'-11" TO 18'-8" NEON COVE NEON IN NICHE BY GC REF. 1 /A3.0 UNDER CANOPY LIGHTING IS TO BE SIGNED, SELECTED, AND APPROVED ON AN IN IIDUAL SITE TT BASIS (A UNIFORM 15 -FOOT CANDLE WITHOUT CONTRIBUTION FROM OTHER SOURCES S POWER POLE REQUIRED). ILLUMINATED BOTH THEE NATION AND SIDEWALK BELOW THE CANOPY. UNDE CANOPY LIGHTING SHOWN FOR CONCEPT ONLY. 16'-6° ArJ. ,Q FLOOR SECTION STRIP LIGHTS TO BE CONTINUOUS ALONG. ENTIRE VALANCE. VALANCE - SEE DETAIL 3/A5.0 REFLECTED CEILING LEGEND LIGHTING 15 TO BE COORDINATED WITH AND PROCURED FROM AMERICAN WHOLESALE LIGHTING (5EE SHEET 40.0 FOR CONTACT INFORMATION). NO SU55TITUTION5 ALLOWED. METALUX 5 NIGHT LIGHT WITH EMERGENCY FOR STOCKROOM. NIGHT LIGHT ON �� SEPARATE CIRCUIT WITH EMERGENCY BATTERY PACK SIMILAR TO BODINE "55OF4-5. 0 v ®EXIT SIGN TO BE COOPER INDUSTRIES "5URE-LITE5" "C -AX -710000 GREEN LETTERS, T EXTERIOR ROSS OPERATIONS LIGHTING - 'LUMARK' PENDANT MOUNTf QUANTITY AND LOCATIONS TO BE DETERMINED BY LOCAL CODES, HPWL-150-MT-LL-PI=-MT-U 150W HP5 LAMPS ON PHOTO CELL, NON -SHIELDED. METALUX 25GR3T-VOLTAGE-ES/2-2'x4' MASTER/SATELLITE 3 LAMP g FEATURE ARCHITECTURAL LIGHTING, COR CENTER STANDARD IF APPROVED BY ROSS 5TORE5), IF NOT PRISMATIC. METALUX 2&GR36- VOLTAGE -ES/2-2'x4' INDEPENDENT 3 LAMP OTHERWISE SPECIFIED, NOVA MODEL 0011930-5, QUARTER SPHERE SCONCE WITH 100 -WATT MH LAMP PRISMATIC. AND FACTORY FINISHED SHELL TO MATCH FASCIA COLOR. TH15 EXAMPLE INDICATES THE LEVEL OF METALUX 26FR3t-VOLTAGE-E5/2-2'x4 MASTER/SATELLITE 3 LAMP PRISMATIC. QUALITY AND THE TYPE OF LIGHT TO BEU5ED. CONTACT AWL FOR 51TE S PECIFIC LIGHT FIXTURE. METALUX 25FR35-VOLTAGE-E5/2-2'x4' INDEPENDENT 3 LAMP PRISMATIC. CONTRACTOR MUST SPECIFY SCONCE FINISH COLOR WHEN PLACING ORDER. NO EXCEPTION. METALUX 26GR36-VOLTAGE -ES/2-EMX-2'x4' INDEPENDENT 3 LAMP PRISMATIC NIGHT m CUSTOM POWER POLES IN FACTORY FINISH TO MATCH SHERWIN WILLIAMS CRUSHED ICE, VERIFY LIGHT ON SEPARATE CIRCUIT W/EMERGENCY BATTERY PACK SIMILAR TO BODINE THROUGH 8055 CONSTRUCTION REP. WHETHER OR NOT POLE WILL BE SUPPLIED WITH CASEWORK. IF "B50F4-S; SHOWN FOR CONCEPT, VERIFY CODE COMPLIANCE. U�' cdw NOT, GC IS TO OBTAIN POWER POLES THROUGH AMERICAN WHOLESALE LIGHTING. CONTRACTOR MUST METALUX 25FR35-VOLTAGE-E5/2-EMX-2'x4' INDEPENDENT 3 LAMP PRI5MATIC NIGHT PROVIDE COUNT AND LENGTH WHEN REQUESTING QUOTATION AND WHEN PLACING !_IGHTING ORDER. LIGHT ON SEPARATE CIRCUIT W/EMERGENCY BATTERY PACK SIMILAR TO BODINE CONFIRM FINISHED CIELING HEIGHT. "B50F4-8, SHOWN FOR CONCEPT, VERIFY CODE COMPLIANCE. u SUSPENDED ACCOUSTICAL CEILING TILE. ® METALUX SW -4 -1 -VOLTAGE E5I-0. SURFACE MOUNTED, SINGLE TUBE, CORRIDOR WRAP GYPSUM BOARD CEILING - LIGHT FIXTURE TRIM AT G Tf= BOARD CEILING TO BE METALUX CATALOG 0 METALUX 5E -4/2 -VOLTAGE -E52 -I WRTIO STRIP FOR VALANCE, 16' FOR STOCKROOM, S' B 4' "DF--24W-U, 2'X4' DRYWALL FRAME KIT STYLE. STRIPS FOR STOCKROOM. INSTALL WITH CLEAR PROTECTIVE TUBE 6LEEVE AND REFLECTOR. (1) 4 LAMP 5ALLA6T6 FOR UPPER LAMPS SAME FOR LOWER (DUAL 9'-0" CEILING HEIGHT SWITCHING). > EXTERIOR DOCK LIGHTING - 'LUMARK' HPWL-150-MT-LL-PE-Mt-U-PG5 0 UNDER CANOPY DOWN LIGHTING, (OR CENTER STANDARD MAY BE UTILIZED IF APPROVED BY ROSS c 15OW HP6 LAMPS ON PHOTO CELL, SHIELDED. STORES), IF NOT OTHERW15E SPECIFIED, PORTFOLIO -100 WATT METAL HALIDE DOWNLIGHT, DAMP LABEL FIXTURE. THIS EXAMPLE IS TO ESTABLISH INTENDED LEVEL OF QUALITY e TYPE OF LIGHT TO BE USED. CONTACT AWL FOR SITE SPECIFIC LIGHT FIXTURE. METALUX 5E-20/8-VOLTAGE-E5/2-1-WRTIO Iro' STRIP FOR VALANCE, cu 16' FOR STOCKROOM 8' a 4' STRIPS FOR STOCKROOM. INSTALL WITH CLEAR PROTECTIVE TUBE &LEI=vE AND REFLECTOR. (1) 4 LAMP W PAGING/MUSIC SYSTEM SPEAKERS PROVIDED AND INSTALLED BY ROSS AFTER TURNOVER. IN THE EVENT fi BALLASTS FOR UPPER LAMPS SAME FOR LOWER (DUAL SWITCHING). ® ® THAT LOCAL CODE REQUIRES LOW VOLTAGE WIRING TO BE INSTALLED IN CONDUIT, THEN 3/4" CONDUIT WITH S PULL STRINGS IN PLACE LINKING SPEAKER LOCATIONS TO PAGING/MUSIC DATA BOX IN MANAGER'S OFFICE METALUX 5E-9/4-VOLTAGE-EB/I-3 I�' STRIP FOR STOCKROOM, S' a 4' CIELING WALL IS TO BE PROVIDED AND PLACED BY G.C. PRIOR TO CONSTRUCTION TURNOVER, CONFIRM SPEAKER FOR STOCKROOM, MOUNTEDMOUNTEGLOCATIONS THROUGH ROSS CONSTRUCTION REPRESENTATIVE. 18 TO 20 LOCATIONS, TYP. cu .0 REFLECTED CEILING PLAN & DETAIL N g 0 v coo g o0 a � U�' cdw 8 �a 3 u 0 cn a� > c cu fi C cu (^D - N WOM cu .0 �� AA V� CULL ��W-��. G M z w ti CVO J U s �s a U ^cucn^ OZ U) U V s'o R00 D NULL CD w ¢z ` N NRf�- w � N0a2OEc) cu N ujN a a N Em s L3 w OFFSET NTS TOP TRIM AND PANEL zi'�U' ut +8'-10 3 4" CANOPY LOGO SIGN. G.U. I U NNUVIUt ST -3 „ . , , ,� \, E" _ STANDARD COLOR 'OCEAN BLUE' WITH SQUARE FINISHED WEATHER -TIGHT STAINLESS STEEL MOUNTING SCREWS MUST NOT R1 16"Hx16" Wx4'D); STANDARD COLOR 'OCEAN BLUE' WITH SQUARE FINISHED CORNERS; J PENETRATE OR TELEGRAPH THRU 120V PRIMARY ELECTRICAL SERVICE 'PULSATING N M p VALANCE FACE TREATMENT MUST BE IDENTICAL ON ALL LIKE SIZED COLUMNS. SOURCE: OLD _ w b AND J -BOX ABOVE CEILING AND CORNERS; MORTAR/GROUT TO MATCH SW6964 PUSH-BUTTON AND STAINLESS STEEL LIGHT VALANCE, FURNISHED BY ROSS, WC -40 "CHAMPAGNE° WALL r ` -'CONTINUOUS TWO TUBE FLUORESCENT PROVIDE 2x8 WOOD BLOCKING INSTALLED BY THE G.C. SEE NOTE WITHIN 5'-0' OF SIGN; COORDINATE BLUE'; 1 2 RECESS. IF PARTIAL OR CUT BLOCKS ARE / FASTENERS, EDWARDS #852, CONNECT TO 4.15 SHEET G1.0 PANELS BY PAWLING, START PRECAST PINEAPPLE GROVE TILE LP -1 24'X24" EQ. "TERRAIN TAUPE" RADIAL SUN DESIGN #046 STRUCTURAL' SUPPORT WITH ROSS USED IN MAKING UP THE BANDS THEY ARE TO BE MATCHING BUZZER NUMBER. MASONRY VENEER - SIMULATED STONE PATTERN PANELS FROM OUTSIDE CORNERS AND CUT AT INSIDE CORNERS To EQ. TO CORAL STONE (OR SIM. FORM LINER) MV -2 SIGN CONSULTANT (BMA) PLACED SYMMETRICALLY AND IN WIDTHS OF NOT LESS EIFS - COLOR EQ. TO DRYVIT 402 "BROWN DERBY' - (±13% LRV) SIMILAR TO SW TO VISIBILITY IS TO BE PLACED IN FRONT OF THE ROSS 6089 "GROUNDED" FIT WALL. PANEL To EXTEND DOWN TO FLOOR BEHIND 6" BASE & s Q BEHIND CORNER GUARD N k ".,., 2 ., . - rn THAN 1/2 A BLOCK. BAND TREATMENT MUST BE / IDENTICAL ON ALL LIKE SIZED COLUMNS. SOURCE: OLD A' TIS TION STOREFRONT ELEVATION OUTSIDE CORNERS. SECURE .. .- ROSS FOR EACH OBSTRUCTION o o ILLUMINATED (NEON) TILE NICHE, 18x18 R CASTLE APG; ATTENTION: JOHN CICCIARELLI; PHONE:. (602) 4 1 �1 - .PANELS ro wnu WITH MANUFACTURER RECOMMENDED WITH A MINIMUM OF ,...--.. ... o o z � o a TLE 'ARDESIA' GIALLO P-172 TILE, DAL I # 513-6692; EMAIL, JOHN.CICCIARELLI@OLDCASTLEAPG:COM A3.O INTENSE SUNLIGHT (UV) AND WEATHER. ADHESIVE AND 2 SCREWS PER PANEL AT THE TOP ; , � z �U n 1/2" JOINT, DIAGONAL PATTERN. GROUT: 10, UNLESS SPECIFICALLY APPROVED OTHERWISE IN WRITING THE 14, AREA LANDSCAPING IN THE VICINITY OF THE STORE IS TO BE JUST BELOW TRIM. SCREWS To 4. NOT USED �, o CUSTOM BUILDING PRODUCTS #96 "QUARRY 17• WITHIN THIRTY (30) BUSINESS DAYS FOLLOWING THE APPROVAL OF THE 6E EQUALLY SPACED AND MUST PENETRATE SHEET METAL BACKING POSITION RELATIVE TO THE MASS, HEIGHT AND PROJECTION c n o RED CLAY' (DARK BROWN). SEE GENERAL UNIFORM THROUGHOUT THE SHOPPING CENTER IN INTENSITY OF ADJACENT AND OTHER CENTER CONSTRUCTION. STRIP - PAINT HEADS TO MATCH PANEL COLOR. SEE POLYLINE ON CONSTRUCTION REPRESENTATIVE AN ACCURATE AND FAITHFUL RENDERING z ELEVATION NOTE 11 AND 1/A3.0. OR SIGNING. PLANTINGS RELATED TO TENANT SPACES ARE TO BE OF THE APPROVED FINAL ELEVATION LAYER "A -LL INSTALLED -PANEL" LIGHTING IN THE VICINITY THE ROSS STORE BE LESS o w J TERMINATE 1 /2" FROM WALL @ END CONDITIONS ii - � � R1 BLUE IDENTITY BANDS; TRENWYTH. GLAZED CMU STANDARD SHAPE FEATURE ARCHITECTURAL LIGHTING, NOVA ROSS L.P. SURFACE MOUNTED TILE FACING 416S' (NOMINAL 16" Hx16"Wx4"D); STANDARD COLOR 'OCEAN BLUE' G MODEL #071938-B, QUARTER SPHERE DOME CAMERA (TYP. OF 2 AT WITH SQUARE FINISHED CORNERS; MORTAR/GROUT TO MATCH ISCONCE WITH 100 -WATT MH LAMP, FRONT ILLUMINATED (NEON) TILE NICHE, 18x18 DALTILE R F PARTIAL OR CUT 6 HALF -ROUND NOSING ) SW6964 'PULSATING BLUE', 1/2" RECESS / FACTORY FINISHED SHELL COLOR TO ARDESIA' SERIES TILE GIALLO #P-172 TILE, 1/2" BLOCKS ARE USED IN MAKING ` UP THE BANDS THEY ARE TO BE \ MATCH ADJACENT SURFACE. JOINT, DIAGONAL PATTERN. GROUT: CUSTOM BUILDING PLACED SYMMETRICALLY AND IN WIDTHS OF NOT LESS THAN 1/2 A PRODUCTS #96 "QUARRY RED CLAY' (DARK BROWN). BLOCK, BAND TREATMENT MUST BE IDENTICAL ON' ALL LIKE SIZED f AFF CFKIFRAI FI FVATInN NOTE 11 AND 1 /A3:0. r'01 I IKANIc rnl IP(P- nl n (.A, F AP(ATTENTION JOHN CICGIARELLL 10 A3:0 8 SECTION @ NEON NICHE A3.0 SCA 3 = 1,-0, ..... ....... DRESS SURFACE 2" BEYOND AND BEHIND ROSS OVAL WALL PLAQUE SO THAT WALL ......... PLAQUE SITS FLUSH AGAINST WALL. CONTRACTOR TO OBTAIN FULL SIZE BMA OVAL 2"Ak TEMPLATE FROM ROSS CONSTRUCTION REPRESENTATIVE OR AS INSTRUCTED s LOGO PLAQUE DETAIL A3.0 1 1/4" x 7" BRACKET BOARD, KD, FAS, YELLOW POPLAR VALANCE BRACKET PREFINISHED TO PRE -PRIMED AND PRE -PAINTED FACE & BOTTOM WITH MATCH SW6140 'MODERATE WHITE', SEMI -GLOSS ENAMEL COLOR SW6140 'MODERATE WHITE'. FURNISHED BY ROSS STORES INC., LASER SET LEVEL WITH BOTTOM EDGE AT +8'-3 3/4" A.F.F. INSTALLED BY G.C. AT 30" O.C. INSTALL IN MAXIMUM PRACTICAL LENGTHS (8' MIN - 14' MAX) IN CONTINUOUS ALIGNMENT WITH MITRED AND SEALED JOINTS. P l � 2'-6' 9A3.0 LIGHT VALANCE SCALE: 3 _=V-0" COLOR LEGEND BY LRV% (LRV %=LIGHT REFLECTIVE VALUE) THESE COLORS ARE BASED ON THE SHERWIN-WILLIAMS INTERIOR COLOR ut +8'-10 3 4" SURFACES MUST BE LIGHTENED TO GIVE EQUIVALENT LRV LEVELS. COLORS: KEEP AT BACK SIDE OF VALANCE MOUNTING SCREWS MUST NOT R1 16"Hx16" Wx4'D); STANDARD COLOR 'OCEAN BLUE' WITH SQUARE FINISHED CORNERS; J PENETRATE OR TELEGRAPH THRU FACE, FEED FROM FITTING ROOM FEATURE AND WINGWALLS ONLY OR CUT BLOCKS ARE USED IN MAKING UP THE BANDS THEY ARE TO BE PLACED N M p VALANCE FACE TREATMENT MUST BE IDENTICAL ON ALL LIKE SIZED COLUMNS. SOURCE: OLD _ +8'-3 3Z4" �w JOHN.CICCIARELLI@OLDCASTLEAPG.COM 11. LANDLORDS ELEVATION DRAWING 209517-A201.DWG WAS USED AS THE BASIS FOR THIS DRAWING. MODIFICATIONS HAVE BEEN PROPOSED AND LIGHT VALANCE, FURNISHED BY ROSS, R2 PATTERN. GROUT: CUSTOM BUILDING PRODUCTS #22 "SAHARA TAN (DARK BROWN). ` -'CONTINUOUS TWO TUBE FLUORESCENT PROVIDE 2x8 WOOD BLOCKING INSTALLED BY THE G.C. SEE NOTE R� NOT USED REVIEWED WITH LANDLORD'S ARCHITECT 4.15 SHEET G1.0 2'-6' 9A3.0 LIGHT VALANCE SCALE: 3 _=V-0" COLOR LEGEND BY LRV% (LRV %=LIGHT REFLECTIVE VALUE) THESE COLORS ARE BASED ON THE SHERWIN-WILLIAMS INTERIOR COLOR DECK. THEY REPRESENT TONE AND VALUE BY LRV % ONLY ACTUAL LRV IS AFFECTED BY THE SURFACE APPLICATION AND TEXTURE. HEAVY TEXTURE SURFACES MUST BE LIGHTENED TO GIVE EQUIVALENT LRV LEVELS. COLORS: KEEP AT BACK SIDE OF VALANCE BLUE IDENTITY BANDS: TRENWYTH GLAZED CMU STANDARD SHAPE '416S' (NOMINAL R1 16"Hx16" Wx4'D); STANDARD COLOR 'OCEAN BLUE' WITH SQUARE FINISHED CORNERS; J MORTAR/GROUT TO MATCH SW6964 'PULSATING BLUE'; 1/2" RECESS. IF PARTIAL FACE, FEED FROM FITTING ROOM FEATURE AND WINGWALLS ONLY OR CUT BLOCKS ARE USED IN MAKING UP THE BANDS THEY ARE TO BE PLACED N M p SYMMETRICALLY AND IN WIDTHS OF NOT LESS THAN 1/2 A BLOCK, BAND TREATMENT MUST BE IDENTICAL ON ALL LIKE SIZED COLUMNS. SOURCE: OLD _ CASTLE APG; ATTENTION: JOHN CICCIARELLI; PHONE: (602) 513-6692; EMAIL: �w JOHN.CICCIARELLI@OLDCASTLEAPG.COM 11. LANDLORDS ELEVATION DRAWING 209517-A201.DWG WAS USED AS THE BASIS FOR THIS DRAWING. MODIFICATIONS HAVE BEEN PROPOSED AND 18x18 DALTILE 'ARDESIA' SERIES TILE GIALLO #P-172 TILE, 1/2" JOINT, DIAGONAL R2 PATTERN. GROUT: CUSTOM BUILDING PRODUCTS #22 "SAHARA TAN (DARK BROWN). ` -'CONTINUOUS TWO TUBE FLUORESCENT SEE GENERAL ELEVATION NOTE 11 AND 1/A3.0 R� NOT USED REVIEWED WITH LANDLORD'S ARCHITECT CAST STONE CAP TO MATCH "TERRAIN TAUPE" COLOR BELOW. STRIP BY G.C. - MOUNT 1/4" BELOW BRACKET BLOCK PRECAST PINEAPPLE GROVE TILE LP -1 24'X24" EQ. "TERRAIN TAUPE" RADIAL SUN DESIGN #046 MC 1 METAL COPING - COLOR TO MATCH DRYVIT 402 - "BROWN DERBY" U MASONRY VENEER - SIMULATED STONE PATTERN MV -1 EQ. TO CORAL STONE (OR SIM. FORM LINER) MV -2 MASONRY VENEER - BRICK EQ, TO ENDICOTT TILE - "DESERT IRONSPOT" ST -1 EIFS - COLOR EQ. TO DRYVIT 402 "BROWN DERBY' - (±13% LRV) SIMILAR TO SW TO VISIBILITY IS TO BE PLACED IN FRONT OF THE ROSS 6089 "GROUNDED" ST -2 EIFS - COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" (t47% LRV) SIMILAR TO SW 6100 "PRACTICAL BEIGE' ST -3 EIFS - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" - (78% LRV) - SMOOTH COLOR ELEVATIONS OF ADJACENT TENANTS AND CENTER ELEVATIONS, FINISH THROUGHOUT SYMBOL DENOTES A CHANGE IN PLANE, EXAMPLE SHOWS A PROTRUDING ELEMENT X" OFF ANOTHER SURFACE. Ko"�5 A3.0 ENTRY SOUTH PARAPET ELEVATION - MINIMIZE ELECT. CONDUIT / FLEX, AO c) -4-0 cn KEEP AT BACK SIDE OF VALANCE �a00 J C FACE, FEED FROM FITTING ROOM FEATURE AND WINGWALLS ONLY GENERAL ELEVATION NOTES: N M p 4 ca _ v �w 8, EACH MAIN AND SECONDARY BUILDING SIGN MUST BE THE CENTER PERIMETER THROUGH AT LEAST 11. LANDLORDS ELEVATION DRAWING 209517-A201.DWG WAS USED AS THE BASIS FOR THIS DRAWING. MODIFICATIONS HAVE BEEN PROPOSED AND 15. IF THE SIGNAGE PROPOSED IN THIS DRAWING IS ALTERED BY THE ACTION OF LOCAL GOVERNMENTAL AUTHORITY, ROSS STORES INC. 1 . FINAL COLORS AND MATERIALS ARE SUBJECT TO ROSS 5. UNDER CANOPY LIGHTING IS REQUIRED. LIGHTING IS TO BE SITE ` -'CONTINUOUS TWO TUBE FLUORESCENT REVIEW AND APPROVAL. SUBMITTAL OF SAMPLES AND COLORED ELEVATION REQUIRED. DESIGNED, SELECTED AND APPROVED ON AN INDIVIDUAL BASIS (A UNIFORM 15 FOOT-CANDLES WITHOUT VISIBLE FROM A 90 -DEGREE CONE. VISIBILITY MAY BE PARTIALLY AND REVIEWED WITH LANDLORD'S ARCHITECT RESERVES THE RIGHT, AT NO COST, ALTER THE ARCHITECTURAL FEATURES TO BEST ACCOMMODATE THE ALTERED SIGNAGE. STRIP BY G.C. - MOUNT 1/4" BELOW BRACKET BLOCK (/') CONTRIBUTIONS FROM OTHER LIGHT SOURCES IS REQUIRED). INTERMITTENTLY INTERRUPTED BUT THE TOTAL SCREENING MAY NOT EXCEED 33% OF THE CONE. LANDSCAPING IS TO 12, ROSS HAS PROPOSED LIGHT REFLECTIVE VALUES FOR FINISHES ON THE NoOr U 2. ALL PROPOSED CHANGES (IF ANY) IN DIMENSIONS, CONFIGURATION, COLORS, AND MATERIALS ARE TO BE MADE 6• NO OBJECT CREATING AN OBSTRUCTION TO CIRCULATION OR BE PRUNED AND MAINTAINED IN AN OPEN FORM FOR ELEVATION, LANDLORD'S ARCHITECT TO SUBMIT ACTUAL MATERIAL SAMPLES AND COLOR FINISHES THAT COMPLY WITH PROPOSED LRV 16. THE LANDLORD MUST MAINTAIN ON THE JOB SITE FOR THE USE OF THE ROSS CONSTRUCTION REPRESENTATIVE. MANUFACTURER'S LABELED IN CONSULTATION WITH ROSS STORE DESIGN TO VISIBILITY IS TO BE PLACED IN FRONT OF THE ROSS MAXIMUM VISIBILITY. REQUIREMENTS FOR ROSS REVIEW AND APPROVAL. INCLUDE RENDERED SAMPLES OF APPROVED EXTERIOR COLORS AND MATERIALS TOGETHER REPRESENTATIVE. NO EXCEPTIONS. ELEVATION WITHOUT THE SPECIFIC WRITTEN APPROVAL OF 9. CAUTION: THE ACTUAL COATING OR FINISH SYSTEM USED ON COLOR ELEVATIONS OF ADJACENT TENANTS AND CENTER ELEVATIONS, WITH AN ACCURATE AND FAITHFUL COLORED RENDERING OF THE ROSS FOR EACH OBSTRUCTION THE EXTERIOR OF THE ROSS STORE MUST BE IN AN APPROVED FINAL ELEVATION. THIS REFERENCE MATERIAL IS TO BE ON +8'-0" 3; DO NOT USE THIS DRAWING FOR SIGNING PURPOSES. SIGNING IS SHOWN FOR CONCEPT ONLY. ACTUAL SIGNING 7. NOTWITHSTANDING THE ROSS EXTERIOR LIGHTING IDENTIFIED EXTERIOR FORMULATION SUITABLE FOR EXPOSURE TO 13, SIGN BACKGROUND IS TO BE A MINIMUM 80% LRV FOR THIS NORTH OR FACING ELEVATION. NO EXCEPTIONS. SITE WITHIN THIRTY (30) BUSINESS DAYS AFTER THE LATER TO OCCUR OF (1) THE APPROVAL OF THE FINAL ELEVATION OR (2) THE START OF CONFIGURATION IS GOVERNED BY SEPARATELY APPROVED HERE, FULL COVERAGE COMMON AREA SITE (CIRCULATION, INTENSE SUNLIGHT (UV) AND WEATHER. CONSTRUCTION, SIGNING DRAWINGS, LEASE EXHIBIT "J". _____.._ PARKING, SAFETY AND SECURITY) LIGHTING IS REQUIRED ANDCOMMON 10, UNLESS SPECIFICALLY APPROVED OTHERWISE IN WRITING THE 14, AREA LANDSCAPING IN THE VICINITY OF THE STORE IS TO BE 4. NOT USED IS TO BE CIRCUITED AND CONTROLLED FROM COMMON AREA ROSS ENTRY ELEVATION IS NOT TO BE IN AN INFERIOR WELL AND CONTINUOUSLY MAINTAINED AND WATERED BY AN AUTOMATIC 17• WITHIN THIRTY (30) BUSINESS DAYS FOLLOWING THE APPROVAL OF THE PANELS. WITHIN EACH CATEGORY THE LIGHTING IS TO BE POSITION RELATIVE TO THE MASS, HEIGHT AND PROJECTION IRRIGATION SYSTEM. SUCH PLANTING MUST NOT OBSTRUCT ACCESS OR FINAL ELEVATION THE LANDLORD MUST SUBMIT TO THE ROSS UNIFORM THROUGHOUT THE SHOPPING CENTER IN INTENSITY OF ADJACENT AND OTHER CENTER CONSTRUCTION. CIRCULATION AND MUST NOT OBSTRUCT VISIBILITY OF THE STOREFRONT CONSTRUCTION REPRESENTATIVE AN ACCURATE AND FAITHFUL RENDERING HALL CIRCULATION AND PARKING AND TYPE. IN NO CASE S HA OR SIGNING. PLANTINGS RELATED TO TENANT SPACES ARE TO BE OF THE APPROVED FINAL ELEVATION LIGHTING IN THE VICINITY THE ROSS STORE BE LESS TREATED UNIFORMLY THROUGHOUT THE CENTER IN BOTH TYPES AND THAN THAT IN THE VICINITY OF ANY OTHER TENANT. QUANTITIES. 92 AO c) -4-0 cn �a00 J C ` •+A� p N M p 4 ca v �w o�G V)=� c;co �ao� cd V� LL $ V)c`aop BULL Lu � (/') r � 04 L w J NoOr U ��O,//t(DW I.Lf-0(A .III n 92 L 0 -4-0 cn J C 4 ca a) U o�G V)=� c;co �ao� M LL Vj —20 V)c`aop BULL Lu � (/') r � 04 L w J NoOr U ��O,//t(DW I.Lf-0(A 92 Lu J � U V)=� �ao� M LL Lu a V)c`aop z (/') .5 O w ��O,//t(DW I.Lf-0(A n Lu LuJ z ti Lu o b rn z Y ex. Wj N Lu O U W Y A3.0 J GALV METAL FRAMING,RE: STRUCTURAL 11/2" EIFS FINISH SYSTEM, i RE: 3.0 TYP V1 iril � o 00 o LTti �� yy C31 tn U ow c ` i O A3.2-6 (SIM) T 0 PARAPET FRAMING cu — I C GALV METAL FRAMING, RE: STRUCTURAL I N co O N 1 1/2"EIFS FINISH SYSTEM, a0 COLOR TO MATCH I p �„ � FRONT SIDE OF I N ! PARAPET, RE: A3.0 �c •O SINGLE PLY ROOF MEMBRANE, 5/8" DENSGLASS GOLD — MATCH EXISTING. CONNECT TO O LL o EXISTING PER MFR U REQUIREMENTS TO MAINTAIN < �( Lu WARRANTIES AND MEET z O FLORIDA PRODUCT APPROVALS. A3.2-5 z ti L RIGID ROOF INSULATION - _ Lu �N0 EWq RE: TAI=vmERAL DECK .. ....,..._.. _., ...... _( ..,:.__. ,..._... NEW STEEL JOIST, RE: - STRUCTURAL I uw a ipi�m ofl� n 2uul..i..,... ti ar I T O ROOF JOISTS T J RE STRUCTURAL 5/8" DENSGLASS GOLD I I /- GALV METAL FRAMING, RE: STRUCTURAL NEW STEEL BEAM, RE: 1 1/2" EIFS FINISH, STRUCTURAL RE: A3.0 TYP - UC I I � I I I I L C E s I A501-1 I I � O - I B 0 SOFFIT FRAMING 116'-8" 1 I cn U U) Q) (D II 3/4" EIFS "V" GROOVE Cc 00 B 0 SOFFIT FRAMING ~ ►.�- 113'-8° IT ¢Cn R3 O -a 5/8" DENSGLASS GOLD — z (n .c O 1 \ –I4-- � O a) E c GALV METAL FRAMING - '''r = N m RE: STRUCTURAL s p N- co (n I 1 1/2" EIFS FINISH I RE: 3.0 TYP L. o •r..�w o LTti do U 01 pp • lriW I CL no U s i JI a U c ` i O A3.2-6 (SIM) T 0 PARAPET FRAMING cu — I C GALV METAL FRAMING, RE: STRUCTURAL I N co O N 1 1/2"EIFS FINISH SYSTEM, a0 COLOR TO MATCH I p �„ � FRONT SIDE OF I N ! PARAPET, RE: A3.0 �c •O SINGLE PLY ROOF MEMBRANE, 5/8" DENSGLASS GOLD — MATCH EXISTING. CONNECT TO O LL o EXISTING PER MFR U REQUIREMENTS TO MAINTAIN < �( Lu WARRANTIES AND MEET z O FLORIDA PRODUCT APPROVALS. A3.2-5 z ti L RIGID ROOF INSULATION - _ Lu �N0 EWq RE: TAI=vmERAL DECK .. ....,..._.. _., ...... _( ..,:.__. ,..._... NEW STEEL JOIST, RE: - STRUCTURAL I uw a ipi�m ofl� n 2uul..i..,... ti ar I T O ROOF JOISTS T J RE STRUCTURAL 5/8" DENSGLASS GOLD I I /- GALV METAL FRAMING, RE: STRUCTURAL NEW STEEL BEAM, RE: 1 1/2" EIFS FINISH, STRUCTURAL RE: A3.0 TYP - UC I I � I I I I L C E s I A501-1 I I � O - I B 0 SOFFIT FRAMING 116'-8" 1 I cn U U) Q) (D II 3/4" EIFS "V" GROOVE Cc 00 B 0 SOFFIT FRAMING ~ ►.�- 113'-8° IT ¢Cn R3 O -a 5/8" DENSGLASS GOLD — z (n .c O 1 \ –I4-- � O a) E c GALV METAL FRAMING - '''r = N m RE: STRUCTURAL s p N- co (n I 1 1/2" EIFS FINISH I RE: 3.0 TYP L. I CL no U I i I a U O Ll 1 y I I I I C CL - THIN BRICK VENEER, RE: A3.0, MATCH EXISTING CAST STONE CAP, RE: A3,0, MATCH EXISTING _ � - OUTLINE OF PILASTER � �.......I .__ ....I_.. _.__.._. , ! ....�.� .. �j_.,. �-OUTLINE OF COLUMN � `. / (BEYOND) (BEYOND) /-- CAST STONE VENEER, RE: l / A3.0, MATCH EXISTING I CONC SIDEWALK, REPAIR AS _ w.._,.. NECESSARY. MATCH ADJACENT b SLOPE (2% MAX). REFERENCE FIN FLR Lu 1000-0" Il{ WC) i Ca w 0 8" CMU 112" CMU, RE: STRUCTURAL .SINGLE PLY MEMBRANE, EXPAND -O -FLASH BY: GALV METAL FRAMING, RE: STRUCTURAL 4'-0" lo � Y. 1 1/2" EIFS FINISH SYSTEM,0 COLOR TO MATCHg JOHNSMANSVILLE OR 3/4" CDX PLYWOOD . v EQUAL rA FRONT SIDE OF FASTENER W/ NEOPRENEo Q MIN 4 /o SLOPE CONT PT WOOD BLOCKING $.4 BATT INSUL W/ RETENTION CLIP PARAPET, RE: A3.0 WASHER, MAX 8" OC (D 00 ig 518" DENSGLASS GOLD 040 PREFINISHED ALUM M ~ CONT PT WOOD BLOCKING 12" CMU WALL RE: STRUCTURAL CONT SHAPED PT .L•� y� Q CONT SHAPE PT WOOD t; WOOD BLOCKING COPING WI.053 CONT ^ l 0; FASTENER W/ NEOPRENE BLOCKING SINGLE PLY MEMBRANE WITH 2 x PT WOOD BLOCKING HOLD DOWN CLIP w 4) v ~ WASHER 8" OC MAX ^ . 1'-1 Y8" 3l4"CDX PLYWOOD 518" DENSGLASS GOLD 1"�� .� COUNTER FLASHING CONT PT WOOD BLOCKING HORIZONTAL FASTENERS & FRYOREGLETING BY "" , MIN 496 SLOPE NEOPRENE WASHERS �' CONT PT WOOD BLOCKING CONT FRT WOOD BLOCKING 8 OC MAX FASTENER WI AT 24" O.C. v w NEOPRENE WASHER 1 ::: " v " FASTENER W/ NEOPRENE 040 PREFINISHED ALUM 1 LAYER OF 5/8FRT CDX w WASHER 8" OC MAX COPING W/.053 CONT SINGLE PLY ROOF MEMBRANE, f' PLYWOOD CONT SEALANT AB 4'-0" OC HOLD DOWN CLIP MATCH EXISTING. CONNECT CONT SEALANT rA o, CONT PT WOOD BLOCKING U: " u.0 R FR ~ 8 !:I „ STAGGERED TO EXISTING PE M V `fl SINGLE PLY MEMBRANE REQUIREMENTS TO MAINTAIN N .040 PREFINISHED ALUM WARRANTIES AND MEET SINGLE PLY ROOF MEMBRANE • r+ g COPING FLORIDA PRODUCT r' ~w s CONT PT WOOD BLOCKING, TYP k CONT SEALANT APPROVALS.. NEW GALV METAL DECK,. 2 CONT SEALANT W • TAPERED EDGE STRIP RE: STRUCTURAL ol 1 (2) LAYERS CDX PYWOOD „ y, ' I � GALV METAL ROOF DECK 110 EIFS 2" 1'-2" RE: STRUCTURALol I�w 6" 18 GA GALV METAL FRAMINGf CONT PT WOOD BLOCKING, TYP RIGID ROOF CONT FR -T WOOD BLOCKINGINSULATION ROOF FRAMING, RE: STRUCTURAL ROOF FRAMINGNEW STEEL JOIST, RE: GALV METAL DECK, RE: STRUCTURAL RE: STRUCTURAL STRUCTURAL 1 1l2"EIFS FINISH, RE: A3.0 Roof Control Joint Parapet. Detail Roof Edge Detail Roof Detail GALV METAL FRAMING, 518" DENSGLASS GOLD o N_ " "" �= " N d "_ �_ 5 Scale 1 1/2"=1'-0" RE: STRUCTURAL GALV METAL FRAMING - Scale 1 1l2 1-0 -f Scale 1 112 1 0 L� Scale 1 112 -1 0 " RE: STRUCTURAL 6 Cornice Detail Scale 11/2"=1'-0" L O -1-r Li.. M (D }}WrrQN L_M Vr O A3.2-3 I SINGLE PLY MEMBRANE WITH I LU HORIZONTAL FASTENERS 10 NEOPRENE WASHERST O CMU CD AT 24" O.C. 127"-4" z ti u' NO SINGLE PLY ROOF MEMBRANE, I MATCH EXISTING': CONNECT 12" CONCRETE BLOCK WALL, TO EXISTING PER MFR RE: STRUCTURAL REQUIREMENTS TO MAINTAIN„ 1 1I2 EIFS FINISH, WARRANTIES ANM EET RE: A3.0 F ” IC1► PROCT A014OVALS. GALV METAL DECK, RE: STRUCTURAL I STEEL JOIST, RE: STRUCTURAL Aw T 0 ROOF JOISTS a RE: STRUCTURAL A3.2-2 SINGLE PLY ROOF MEMBRANE, A3.2 4 I MATCH EXISTING, CONNECT JL TO EXISTING PER MFR REQUIREMENTS TO MAINTAIN I WARRANTIES AND MEET FLORIDA PRODUCT APPROVALS. "amu T 0 ROOF JOISTS 06 RE: STRUCTURAL GALV METAL DECK, ,\ I RE: STRUCTURAL f I STEEL JOIST, RE: �' g STRUCTURAL 3,-0„ \ Vi STEEL COLUMN BEYOND, a� I I RE: STRUCTURAL 2'- 6 EXTENSION SAFETY POST C/1 Cu Cn �+ IR BY ROSS STORES RE U ED 0 (D N 3'-0„ X 2'-6" ROOF SCUTTLE W/ INSIDE PADLOCK HASP AND J INSULATED CURB 06 OF LADDER A1.1 sIM.y U C/) a) "p ca U ROOF MEMBRANE N � � 'D WALK PAD WALK PAD L" 0. O p (u w TOP OF Cl) ._ ■O Cu -- ROOF FRAMING U �O/ cD E C ~ VARIES � w Cf) I a �.-�■ I— Co U) =i I�I I G III III r I I a 0 Cq , 12" CONCRETE BLOCK WALL, II RE: STRUCTURAL I .x fIl III I I LADDER SAFETY CAGE, .REQUIRED BY ROSS ° I STORES. III I I III III o 7 w I I ~ Q III z o III � III � I I 3 i � l A1.1 ° I,I III III III w III III CONC SLAB, RE: CONC SLAB, RE: 2'-7" STRUCTURAL STRUCTURAL OVER PLYWOOD OVER 5� 8" GYP. BOARD; I I REFERENCE FIN FLR FULL HEIGHT AT LADDER. o 100'-0" -00 CONC FOOTING, RE:/'k��/ STRUCTURAL \ FIN. FLOOR \ 1 �I I I I I ROOF ACCESS LADDER SECTION Wall Section A3.2 SCA4 = V -o°' Scale 1/2"=1'-0" zCD C) Lu I- rn N w a =' p o Y V uj ate, U 18'-2" TOILET ROOM CONFIGURATION, FIXTURE COUNTS, MOUNTING HEIGHTS, AND CLEARANCES MAY NOT MEET THE PROVISIONS OF THE APPLICABLE CODES WHERE THE PROJECT STORE IS TO BE CONSTRUCTED. IT IS THE RESPONSIBILITY OF THE ARCHITECT -OF -RECORD TO INSURE COMPLIANCE WITH ALL APPLICABLE CODES. IF CHANGES ARE REQUIRED TO BE MADE IN THE ROSS CONFIGURATIONS AND REQUIREMENTS DUE TO THE PROVISIONS OF THOSE CODES THEN NOTIFYAND CONSULT WITH THE ASSIGNED ROSS STORE DESIGN REPRESENTATIVE IN THE MAKING OF THOSE CHANGES. TOILET ACCESSORIES UNLESS OTHERWISE NOTED ALL TOILET ROOM ACCESSORIES ARE BY BOBRICK. GENERAL OVIDE AND INSTALL ALL TOILET ACCESSORIES AS NOTED CONTRACTOR SHALL PR �_- __J.w..._ - SURFACE MOUNTED TOILET SEAT COVER DISPENSER B-221 - O 40" MAX. A.F.F. TO HIGHEST OPERABLE PART SURFACE MOUNTED SOAP DISPENSER PROVIDEDAND INSTALLED -_ 40" MAX. A.F.F. TO HIGHEST OPERABLE PART BY ROSS STORES 10 GAL. 4 KW ELECTRIC WATER HEATER 1316-11 '" ....... -J C5 9 i -_--- -- T SURFACE MOUNTED TOILET TISSUE DISPENSER B-2892 JUMBO £?•x�'wJ" 31RkxM,4d1 3,8"��p,Jn .... _. ......... ...., O 12,, MAX. FROM FRONT EDGE OF TOILET SEAT AND 19" MIN. A.F.F: TO 3, _..... _... _.. I- --. .. _... --1 I, ^ CENTER LINE OF DISPENSER CD I _ ..... - WdMEN'S F.R. �, I I SURFACE MOUNTED SANITARY NAPKIN DISPOSAL B-270 O%> .... O 40 MAX. A.F.F. TO HIGHEST OPERABLE PART 26 GA, GALV. METAL STRAP, WRAP ONCE AROUND WATER _._L._I L_.:._ ......L...� '.._...._� L_. HEATER AND SECURE TO FITTING ROOM' �.. WALL CUBICLES PROVIDED I S.S. GRAB BARS WITH CONCEALED MOUNTING B-6806 W/ AND INSTALLED BY I O MOUNTED 33" TO CENTER LINE A.F.F., BOTH BARS TO BE MOUNTED 2562 ANCHOR PLATES SHEET METAL PAN ROSS AFTER __ ... _..' 12" MAX. FROM COMMON CORNER, SIDE BAR TO BE 42" MIN. LONG TURNOVER UNDER LHI - - WITH THE FRONT END TO EXTEND 24" BEYOND FRONT EDGE OF 5/8" WATER RESISTANT PLYWOOD, ALLOWANCE A FACE, EDGE BAND, PAINTED, .i .............�.;-..............., -_. TOILET SEAT, BACK BAR' TO BE 36" MIN.' LONG. +.... .. L......... , ...... 18"X36" - COLOR TO MATCH :WALL. +g,_OI� E MIRROR W/ S.S. FRAME, B-165 1836 F BOTTOM EDGE OF MIRROR 40 MAX. A.F.F. 2 X 4' MAXIMUM 6,-0„ 1....:.; L__ 1 O (*NO MIRRORS REQUIRED IN MEN'S TOILET ROOM #115) SPAN, S4S FINISH GRADE WOOD, PRIMED AND .PAINTED. -.. HAND DRYER, SEMI-RECESSED,GRAY COLOR 889 B-7507 G 40 MAX. A.F.F. TO HIGHEST OPERABLE PART, 4" MAX. PROJECTION O ;p 12 BRACKETED SHELF I 30"x42" Ca.R "' A 5.1 1.6 ".. 12 SPACE � I TIME MIST DISPENSER (SOURCE: RETAIL RESOURCES, SUSAN HAYES, MS0260 4 ¢ A5.1 O (212) 307-7100) s �.; .. ............ MOUNTED ® 7'-6" A.F.F. FRP PANELING] TYPICAL1.1.E 7Zbl ACCESSIBLE �, Lu .c ^ TYPICAL 0 PARTITIONS:' BOBRICK, DURALINE SERIES K c CUBICLE 11 $' ACCESSIBLE I mer TOILET ROOM - DRAIN TO SIN or a° C� I � --� CUBICLE O ACCESSIBLE STALL. DOOR TO BE EQUIPPED WITH AUTOMATIC CLOSING 1082.67 OVERHEAD DEVICE, A CLEAR OPENING WIDTH OF 34 WITH THE DOOR POSITIONED BRACED, INSTITUTIONAL 1 FI .............:.. 12 ,x, AT 90° FROM ITS CLOSED POSITION, AND THE INSIDE AND OUTSIDE OF HARDWARE COLOR: P-500 ...---.:. _ ....._ -.-_ -._. �A5.1 THE DOOR IS TO BE EQUIPPED WITH A LOOP OR U -SHAPED HANDLE ,BLACK STAR" r ( Z_3 IMMEDIATELY BELOW THE LATCH, THE LATCH HARDWARE SHALL NOT ('4 ATER HEATER SHELF W... I .. ........... ..*fl 3dl"X4:� CLR REQUIRE THE USER TO GRASP OR TWIST IN ORDER TO OPERATE. SCALE: 1 1/2" 1 -0 ( A 4.0 _ I S AGUE: - 5 r - ," K 100-00 HORIZONTAL o DIAPER CHANGING STATION (SOURCE: KOALA (925) 829-2942) B J WHEN OPEN TOP OF "TABLE TO BE 34" MAX. A.F.F. KB101-00 VERTICAL 7,4u 6,4" 3'_6„ 2'-10 „ WALL BUMPER BLACK c ® APPROX. +7 (VERIFY H E TNOTES I L LOCATION) - SEE FINISH FIXTURE N � MATERIAL #NOTE 14 SHT WALL BUMPER (BLACK) THE TOILET ROOM PLAN ON THIS SHEET IS SHOWN FOR CONCEPT AND MAY NOT MATCH THE SITE o © 31" (CENTERLINE)- A6.0 + SPECIFIC PLAN. IF THAT IS THE CASE, THE DRAWINGS ON THIS SHEET ARE TO BE USED AS A rsI F,R. FOYER SEE FINISH MATERIAL GUIDE TO OUR PROTOTYPICAL REQUIREMENTS WHEN PREPARING THE SITE SPECIFIC TOILET ROOM 1 2 NOTE #14 SHT A6.0 PLANS ELEVATIONS AND DETAILS.- a A5.1 10g SEE DET. 1/A5.0 3-1 4 2A 5.6 1 1A ACCESSIBLE WATER CLOSET: KOHLER HIGHCREST TOILET K-4302 (1.6 GPF) WITH K -4670-C SEAT AND °1 ❑ SLOAN ROYAL 110 EXPOSED FLUSH VALVE (3.5 GPF) WITH VACUUM BREAKER AND STOP. ARCHITECT OF RECORD TO CONFIRM COMPLIANCE WITH ALL LOCAL WATER CONSERVATION REQUIREMENTS AND PROPOSE SUBSTITUTIONS IF REQUIRED -- HEIGHT TO BE 18 1/2" MEASURED TO THE TOP OF THE 4'-011 Q FITTING ROOM CUBICLES PROVIDED S F.R. TOILET SEAT, CONTROLS TO BE NO MORE THAN 44 ABOVE THE FLOOR WITH A MAXIMUM ��/ Gp AND INSTALLED BY MEN5-POUND-FORCE REQ'D FOR ACTIVATION. ROSS AFTER 11 ° 2'3 TURNOVER UNDER LHI IOC �;, . I A5.1 � WATER CLOSET: KOHLER WELCOMME K-4350. (1.6 GPF) WITH K-4670-0 SEAT. AND SLOAN ROYAL 110. 1 B _ EXPOSED FLUSH VALVE (3.5 GPF) WITH VACUUM BREAKER AND STOP. ARCHITECT OF RECORD TO c I o 0 0 � CONFIRM COMPLIANCE WITH ALL LOCAL WATER CONSERVATION REQUIREMENTS AND .PROPOSE. ALLOWANCE - SUBSTITUTIONS IF REQUIRED Ell, Q-- ___ SIDE SPLASH NEXT TO WALL. _-......._......... p;: , . r ~„ 4 RESTROOM LAVATORY: AMERICAN STANDARD, LUCERNE 0355.012 WHITE, WITH HERITAGE CENTERSET r 7- 2 j MEN'S ' "' ❑ FAUCET 5402.172V.002 WITH WRIST HANDLES -- FAUCET CONTROLS SHALL BE OPERABLE WITH ONE 5'-0" J HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST WITH A 115 � MAXIMUM 5 -POUND -FORCE REQ'D FOR ACTIVATION; ALL LAVATORIES TO BE MOUNTED WITH THE RIM G Q 5 S.S. SINK BY G.C. I 7-6 '. 34" MAX. A.F.F., KNEE CLEARANCE BELOW THE LAVATORY SHALL EXTEND 30" MIN, IN WIDTH AND 17° .� j _ MIN. IN DEPTH, HOT WATER AND DRAIN PIPES UNDER ALL LAVATORIES SHALL BE INSULATED OR ., PLAN HOLE FIELD CUT BY G.C. °° I F.D, G. INSTALLED BY G.C. ( f I ( W OTHERWISE COVERED, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. .n FINAL CONNECTION BY G.C. E 1 ) J J 3 LINE OF UPPER CABINETS ( _ _....-- -_- I- � URINAL AMERICAN STANDARD, ALLBROOK 6541.132 WHITE -- RIM TO PROJECT 14" MIN. AND 17" 0 1A • ❑3 C ...... ::. `�.: MAX. FROM WALL AND 17" MAX. A.F.F. %2-6 JANITOR CLOSET SERVICE SINK: FLORESTONE MODEL #91 36"X 24"X 12" WITH STAINLESS STEEL CAP. FRP OVER A -C, G-1, EXT -APA 5/8" PLYWOOD OVER MTL STUD ❑ FAUCET: CENTRAL BRASS #0054-YELSRC-0 SERVICE SINK FAUCET. (SEE SHEET 4.1) it 2 ADJUSTABLE SHELVES H / - FRAMING FULL HEIGHT OF WALLS ol 1A 18 5 `n 17 AT MEN'S AND WOMEN'S DRINKING FOUNTAIN: HALSEY-TAYLOR BARRIER -FREE HAC8FSBLQ-ADA-SS ELECTRIC WATER COOLER E ) .* o I 4 RESTROOM AND JANITORS 5 3'0" ❑ TWIN, NO SUBSTITUTION INSTALLED WITH ORIFICE AT +34" (LOW) AND +41" (HIGH). / \ 5,-0• F.D. A _ CLOSET r 0 q G 5'7" ELECTRIC 4 KW / 10 GALLON WATER HEATER, SEE 4/A4.0 FOR WATER HEATER \ WOMEN S i © SHELF (SEE SHEET 4.1) CONTINUOUS MARBLE THRESHOLD b - 114` r,w 'L ®ROOMS 114 & 115 8,. ih 2 DOOR FRONT SOLID BACK LOCKER ROOM SINK - ELKAY GECR2521 STAINLESS STEEL SINK W/ UNDERSEAL; AMERICAN � A5.1 I El STANDARD, HERITAGE 7400.172H.002 FAUCET W/ WRIST HANDLES -- FAUCET CONTROLS SHALL BE o .. ......... I B F OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE MICROWAVE GFI RECEPTACLE .1 `_4 6 , L... "' EQUIPMENT WRIST WITH A MAXIMUM 5 -POUND -FORCE REQ'D FOR ACTIVATION; SINK TO BE MOUNTED WITH THE \ / _................. G COUNTER EDGE 34" MAX. A.F.F., KNEE CLEARANCE BELOW THE COUNTER SHALL EXTEND 30" MIN. IN GFI OUTLET • _ I ROOM' aQ „? WIDTH AND 17 MIN. IN DEPTH, HOT WATER AND DRAIN PIPES UNDER THE COUNTER SHALL BE �. o R VENDING 11 VENDING N J I 105 „ o � � � MACHINE BY I MACHINE BY J CABINET. OR OTHERWISE COVERED, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE � 12 SPLASH ALONG REAR AN 4 4' (ROSS iROSS SIDE WALL OF BASE CABINET, co SCRIBE TO WALL AND CAULK t [" ..... ...... .. i 6°H DRAWER v I _......._.... 5' 4" S.S. WIRE PULLS - TYPICAL LOCKER ROOM 7 u • / 0 109 CABINET AND I 1'-0"x2'-0„ ©50" ' DOOR FRONT -SOLID BACK / c `v A.F.F. SHELF C14 SINK SUPPLIED AND INSTALLED j 3 BY ROSS Y ONE ADJUSTABLE SHELF IN CABINET - F BY G.C. + A5:1 EQUIPMENT RACK ADA KNEE & FLOOR CLEARANCE OPEN FRONT -CLOSED BACK i ll REFRIGERATOR BY ROSS PROVIDE PIPE PROTECTION - - _ i.. --BY ROSS'' 5'-0" SHELVES 30 _ - -.. BY ROSS 11 TABLES AND I CL - - - w A4.0 4„H X 2"D TOESPACE EAR OSS I� ;?! WITH 4" RUBBER BASE, PLASTIC LAMINATE WALL CABINET i CHAIRS BY R._ d CONTINUOUS AT BOTTOM TOP, SPLASH AND BASE j..... II --- 6 OF COUNTER i TABLES AND ;I 2 ELEVATION CHAIRS BY ROSS 5' 9 2 A5.1 4. - - - - 9'-10" 4'-9" 3'-0'' , 77 NOTES. 1. PIVOT HINGES TO BE RUSSWIN #201 & #203 X US26D OR EQUAL, 3 PAIR PER DOOR _ ..... ....... _...... .. ` UAL --, TV STAND 2. ALL PANEL CORES TO BE 3/4 PARTICLE BOARD ORE Q 14 ROSS 3. FIXTURES SHALL CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE _ A5.1 OR WOODWORK INSTITUTE OF CALIFORNIA: CUSTOM GRADE STANDARDS ' ' A5.1 SASH 4. FINISH TO BE PLASTIC LAMINATE AT ALL EXPOSED SURFACES, INCLUDING BASE: o j FINISH TO BE PAINT AT ALL SEMI -EXPOSED SURFACE cx COAT RACK OFFICE 5. PLASTIC LAMINATE TO BE WILSONART D315-6 "PLATINUM". r BY ROSS 105 mI 6. PAINT TO MATCH PLASTIC LAMINATE, SEMI -GLOSS. j 12 200R0 SAFE T MICROWAVE DUPLEX TO BE INSTALLED W/ EXTENSION AND W/ DEVICE AND w I Y A5.11 COUNTER -TOP COVER PLATE FLUSHED AT FINISHED BACK OF CABINET SEE ELECT. DWGS. y 0 15 %� 30" A.F.F. 8. COUNTER AND SINK TO BE COMPLETE AND FUNCTIONING IN EVERY ASPECT AND A5.1 - "` BY ROSS (LHI DETAIL AT TIME OF CONSTRUCTION TURNOVER, NO EXCEPTION i ALLOWANCE) 9. SEE PLAN TO CONFIRM IF COUNTER IS TO BE RIGHT OR LEFT JUSTIFIED (RIGHT JUSTIFIED SHOWN HERE). LEFT JUSTIFIED IS MIRROR OF THAT SHOWN HERE. 9 �� W.V+ i S.T.D.. i' ` 4'-6%' I Y-0.- � I 'F, P. v 6 6 LOCKER ROOM COUNTER BY GC CABINET BY ROSS 9 0 -° SCALE: 1 2' - 1'-0" II 4 JANITORS 4 4 CLOSET A4.0 (3) 48" LONG X 12" DEEP SHELVES BY 116 ROSS FI ON p ADJUSTABLE STANDARDS BY G.C. A ENLARGED OFF CE GROUP PLAN A4.0 SCALE: 1/4" = 1'-0„ LEGEND 8' ALLOWANCE BASE BUILDING SHELL = 8" ALLOWANCE. 4'-0 HIGH x 3/4 PLYWOOD WAINSCOT, SEE RA -1 AISLE PLAN, V.L. (LAYER: A -LL 8" ALLOWANCE +METAL STUD FURRING WITH 5/8" GWB = INSTALLED -WAINSCOT) 5 STANDARD ALLOWANCE. 4'H X 8' X 3/4" APA A -D PLYWOOD BACKBOARD ALLOWANCE -NON STRUCTURAL WALL TO HORIZONTAL W/ BOTTOM AT+27" ALLOW FOR FUTURE EXPANSION AREA SHOWN (LAYER: A -LL INSTALLED -PLYWOOD MOUNTING BOARD) i'3 ROWS 2x6 ANCHOR BOARDS MOUNTED © 9", 54", METAL STUD PARTITION WITH 5/8" GWB AND 102" A.F.F. (LAYER: A -LL INSTALLED -ANCHOR EACH SIDE. 3-5/8" STUD = _5" STAND. ALLOWANCE; 6" STUD 7" STAND. BOARD) Li ALLOWANCE; IF PLYWD BACKING BEHIND 3 ROWS OF 1X4 WOOD NAILERS MOUNTED @ 9", 48", AN 4 GWB ADD 1" TO ALLOWANCE 99" A.F.F. (LAYER: A -LL INSTALLED -NAILER) 1/2" APA CDX PLYWOOD BACKING BEHIND ------------ WC -1 MDC MONTCALM-OYSTER WALLCOVERING GWB INDICATED BY A 2" POLY -LINE (LAYER: A - WALL- FINISH-WC1), SEE A6.0 (LAYER: A -WALL -FINISH -01) _ WALL BUMPER AT APPROX. 7" AND 31" A.F.F. 5/8" A -C, G-1, EXT -APA PLYWOOD IN LIEU (LAYER: A - WALL- FINISH -BUMPER), SEE 8/A4.0 AND OF GWB INDICATED BY A 2" POLY -LINE © FINISH MATERIAL NOTE 14, SHEET A6.0, V.L. RESTROOM WALLS & JANITORS CLOSET ONLY (LAYER: A -WALL -FINISH -02) FLOORING TRANSITION, THRESHOLD, SADDLE, ETC. FULL HEIGHT METAL STUD WALL WITH GWB BOTH SIDES FULL HEIGHT ACOUSTICALLY INSULATED AND SEALED METAL STUD FULL HEIGHT WALL ENLARGED OFFICE PLANS AND DETAILS "s 11 i COMBINED BOTTOM 4 a PAD AND BUMPER CONCRETE BASE° a MINIMUM 4" DOCK OFFSET ° CONCRETE BASE ® RECESSED OR DECLINED PER MFG RECOMMENDATIONS ------- a DOCK APPROACH - VARIES VARIES TO BE PARALLEL TO a d TRUCK, MORE IF o APPROPRIATE FOR SITE CONDITIONS TRUCK DOCK EQ. EQ. 8 EQ, EQ. PA 1 MIN. MIN: (7'�TYP, ("--�SECTION 5 BOLLARD DETAIL,(ENTRY) AT DOCK DOOR TYP. BOLLARD DETAIL (TRAFFIC)_A4.1 -A4.1 _ -A4.1 - - SCALE: 1 4 - 1 -0 SCALE. 1 2 - 1 0 SCALE: ,1 2 - 1 0 (SEE SITE SPECIFIC PLAN LANDLORD IS TO CONFIRM THAT BOTH DOCK SITE ACCESS AND CIRCULATION EXISTING TRUCK DOCK \ ARE SUITABLE FOR USE BY A 65 FOOT SEMI_. TRACTOR TRAILER TRUCK AND TO MAKE SUCH MODIFICATIONS AS FROMMELT CODE V2G METAL HOOD. MAY BE NECESSARY TO MAKE IT SO CLEARANCE HEIGHT +14'-6' ABOVE GRADE DOCK & COMPACTOR EXISTING RECESSED DOCK TRENCH DRAIN WITH STORM ANGLE MAY BE DRAIN CONNECTION AND AUTOMATIC SUMP PUMP DIA. PIPE \ MODIFIED TO AVOID OBSTRUCTIONS, FROMMELT TP -903 DOCK SEAL, C -PAD STYLE, WITH BLACK SUPERFLEX HC BOLLARD, TYP. OF 7 O COORDINATE WITH ROSS STORE DESIGNER FOR / AP FABRIC, AND ROSS LOGO DOCK SIGN. FROM ARBON EQUIPMENT (A \ SHIELDED DOCK LIGHT 102 DEGREE. A.F.F. \ DIVISION OFRITE-RITE CORP,), FREMONT, CA, PHONE 5 QpO LOGO DOCK SIGN 1-888.264-9300. NO SUBSTITUTION. INCLUDED WITH DOCK A4.1 (P� SQi 2 \ G0 RpJ\- Pq 1 FROMMELT CODE U4 COMBINED 10 BOTTOMJANITORS SEAL) BY G.C. FASTENER ATTACHED TO EACH p.Np 1 WEATHER HOOD STUD/CHANNEL AND STAGGERED PA PAD AND BUMPER CLOSET EVERY OTHER STUD �\ � , `\ 116 SEE ,\ \ A14.0 .....:... ::...::::.:. DOCK SEAL 7� \\\✓ f' CONTINUOUS 2X6 ANCHOR q " i \ .. .. . ' ... ........:. SHIELDED DOCK LIGHT cn BOARD SEE RA -1 AISLE PLAN d+ A FOR LOCATIONS \ \ I 1 r.. _15 v> \ \ \ ALL INDEPENDENT AND SEPARATE - SECTIONAL' DOOR J \ \ -\O O ♦ A5.1 RO\S UTILITIES AND SERVICES. z 54 A.F.F. \ \ 0� PO� pr1( \ -WATER METER 2 DOM., 50 PSI MIN. fid. \ ��0�\OE p,'(EN pN \ \ _!' •:! 0 \P� 00 CABINET BY ROSS :.::.:. GUARD RAIL C� F R " ..: : `\ \ p��' G"(O 5pA \\ `\ -SPRINKLER RISER � �" -� 9 :... o _ STOCKROOM \\ �uG�P F\SGS \\ \ A5.1 MANAGERS 0 0 \ \ �V OFFICE SP EN M \ �, 10 4 � \\ �� �N\ `�� \\ \ --- --- PADLOCK DOOR LATCH AT ,a � :ti � A4.0— \ \GO SS -(OG VSE. \ \-------- BOTH TRACKS \\SOS SO�,E i 0 Q"0 +54"PHONE \ FILE CABINET BY ;:; 3'-0" SHELF @ 9 OFFSET, SEE v \\ \\RAS �N\N CEO (`l• \ 1 A4.1 9 A: F. F. d \ \SGRrc SV� OFL\ \\ \-------------- ROSS 60" A.F.F., A5.1 " TRAFFIC DOOR \ / N \ \ GLO PVA E \ \ ROSS VISION LITE RECESSED DOCK \.�'� VS�� \N \\ `\ \ FILE CABINET BY tv BOTTOM PAD 6, �\ \\S GEN` ,�5"M N\$N\ \ I I FIRE. RISER&UTILITY %', � VERIFY LOCATION & BUMPER FINISHED CONCRETE �� \ O�FP E\F\ \ \ COMPACTOR POWER AREA ALLOWANCE ROSS ��� N \\ \S �NG\O 'f\ON \ \ PER RAMJET SPECS & (VL) O \\ �G V0`N\N LOCAL REQ'S a +42 SWITCH 0-A COUNTER -TOP � O " _ @ 30' A.F.F. BY (b)+42"SWITCH 0-A - SF ...... ..-- 2 ELEVAT ON AT DOC DOOR 7 SECT ON @STOCKROOM ANCHOR BOARD \po\-° \\ Ross(LHi \ \S \ \ SILL IS TO BE PLACER ALLOWANCE) 7p o A4.1A4.1 SCALE: 1 4 - 1'-o" A : 1 2" = 1'-0" `� \\ \\\ \\ \\ @40"A.F.F. 8 I it \ �\ MARATHON SLIDE BOLT AND v\\\ \\ \ kgs GG LATCH FOR PADLOCK TO BE 9 \\ \\ \ G`AV PROVIDED AT COMPACTOR CORNER A5.1 CORNER \ - DOOR GAURDS GAURDS 21'-2%" 8'-10Y" NO \\ T -O" SHELF @ 60" A.F.F., BY SEAL CHUTE WEATHER p0 O G ROSS TIGHT @ EXTERIOR OF WALL C O�g�IG COMPACTOR CONTROLS WI PRESSURE GAUGE @ +541 LATCH SIDE SIDE LOAD COMPACTOR G OF HATCH WITH SECURITY CHUTEPA. COMPLETE DOOR FRAME FURRING WHERE REQ'D FOR ASSEMBLY INSULATION @STOCKROOM d CONCRETE TO BE DOMED FOR PROPER WATER RUN OFF 6"0STEEL PIPE FILLED w/ 8" ALLOWANCE BASE BUILDING SHELL = 8" ALLOWANCE. CONCRETE TO BE DOMED FOR PROPER WATER RUN OFF------ FF—---__6"0 AISLE PLAN, V.L. (LAYER: A -LL 8" ALLOWANCE METAL STUD FURRING WITH 5/8" GWB = FROMMELT CODE V2G METAL CONC. & EMBEDDED IN CONC. +15" DATA VL PETERSEN G810" DIAMETER 4'H X 8' X 3/4" APA A -D PLYWOOD BACKBOARD METAL STUD PARTITION WITH 5/8" GWB HOOD. CLEARANCE HEIGHT BASE PAINT: OSHA YELLOW 1: 26 MAXIMUM TRAILER BED SLOP END -LOAD CONDITIONS ' . - L +15" SP/IG DUPLEX V X 42" HIGH ROUND a ALLOWANCE; IF PLYWD BACKING BEHIND +14'-6" ABOVE WELL - I BOARD) CONCRETE BOLLARD 3 ROWS OF 1X4. WOOD NAILERS MOUNTED @ 9", 48", AN GWB INDICATED BY A 2" POLY -LINE PAINT TO MATCH WALL (LAYER: A -WALL -FINISH -01) STOP FURRING 6" FROM A4.1 3'-6" CONTAINER A5.1 5/8" A -C, G-1, EXT -APA PLYWOOD IN BITUMINOUS JOINT AROUND PIPE LIEU OF GWB INDICATED BY A 2" o POLY -LINE @ RESTROOM WALLS ONLY OPENING ALL AROUND I CANOPY STOCK (LAYER: A -WALL -FINISH -BUMPER), SEE 8/A4.0 AND , FINISH MATERIAL NOTE 14, SHEET A6.0, V.L. BITUMINOUS DOCK RAMP TO BE DESIGNED BY ARCHITECT FOR 1:26 MAXIMUM TRAILER BED----.---------.- FROMMELT TP -903 DOCK FULL HEIGHT ACOUSTICALLY INSULATED JOINT AROUND WALL SEAL, C -PAD STYLE, WITH ROOM PLYWOOD WAINSCOT PIPE BLACK SUPERFLEX HC/AP ARROW EXIT DEVICE, EXTERIOR a WHERE REQ'D (SEE.RA-1 102 FABRIC, AND ROSS LOGO DOCK TOP OF SLAB OR ASPHALT CHUTE SLOPE - 4 DOCK OFFSET MIN. (VARIES) CANOPY, FULL WEATHERING WITH Q . ' AISLE PLAN) SIGN. FROM ARBON EQUIP., 0 IV TOP OFSLAB SEALED CON:. y SUBSTITUTION. SEE AO.0 FOR OR ASPHALT 4 D o p' 1 I BOTTOM, ADA THRESHOLD AND -- O 0rs, tea' � ROOF HATCH, LADDER & SAFETY - CONTACT INFORMATION o ... o a ..----, LANDING, S.S. SIGNAL BUTTON C� a : COMPACTOR SECTIONAL DOOR, = z-I - - SEE DOOR III 4/A1. GAURDS III III I SCHEDULE A6.0 o I I III_ w FROMMELT CODE U4I,.Tn INTERIOR STOCKROOMSLABla SLOPE OF DOCK MUST BECOORDINATED WITH DOCK EQUIPMENT. COMBINED BOTTOM 4 a PAD AND BUMPER CONCRETE BASE° a MINIMUM 4" DOCK OFFSET ° CONCRETE BASE ® RECESSED OR DECLINED PER MFG RECOMMENDATIONS ------- a DOCK APPROACH - VARIES VARIES TO BE PARALLEL TO a d TRUCK, MORE IF o APPROPRIATE FOR SITE CONDITIONS TRUCK DOCK EQ. EQ. 8 EQ, EQ. PA 1 MIN. MIN: (7'�TYP, ("--�SECTION 5 BOLLARD DETAIL,(ENTRY) AT DOCK DOOR TYP. BOLLARD DETAIL (TRAFFIC)_A4.1 -A4.1 _ -A4.1 - - SCALE: 1 4 - 1 -0 SCALE. 1 2 - 1 0 SCALE: ,1 2 - 1 0 (SEE SITE SPECIFIC PLAN LANDLORD IS TO CONFIRM THAT BOTH DOCK SITE ACCESS AND CIRCULATION EXISTING TRUCK DOCK \ ARE SUITABLE FOR USE BY A 65 FOOT SEMI_. TRACTOR TRAILER TRUCK AND TO MAKE SUCH MODIFICATIONS AS FROMMELT CODE V2G METAL HOOD. MAY BE NECESSARY TO MAKE IT SO CLEARANCE HEIGHT +14'-6' ABOVE GRADE DOCK & COMPACTOR EXISTING RECESSED DOCK TRENCH DRAIN WITH STORM ANGLE MAY BE DRAIN CONNECTION AND AUTOMATIC SUMP PUMP DIA. PIPE \ MODIFIED TO AVOID OBSTRUCTIONS, FROMMELT TP -903 DOCK SEAL, C -PAD STYLE, WITH BLACK SUPERFLEX HC BOLLARD, TYP. OF 7 O COORDINATE WITH ROSS STORE DESIGNER FOR / AP FABRIC, AND ROSS LOGO DOCK SIGN. FROM ARBON EQUIPMENT (A \ SHIELDED DOCK LIGHT 102 DEGREE. A.F.F. \ DIVISION OFRITE-RITE CORP,), FREMONT, CA, PHONE 5 QpO LOGO DOCK SIGN 1-888.264-9300. NO SUBSTITUTION. INCLUDED WITH DOCK A4.1 (P� SQi 2 \ G0 RpJ\- Pq 1 FROMMELT CODE U4 COMBINED 10 BOTTOMJANITORS SEAL) BY G.C. FASTENER ATTACHED TO EACH p.Np 1 WEATHER HOOD STUD/CHANNEL AND STAGGERED PA PAD AND BUMPER CLOSET EVERY OTHER STUD �\ � , `\ 116 SEE ,\ \ A14.0 .....:... ::...::::.:. DOCK SEAL 7� \\\✓ f' CONTINUOUS 2X6 ANCHOR q " i \ .. .. . ' ... ........:. SHIELDED DOCK LIGHT cn BOARD SEE RA -1 AISLE PLAN d+ A FOR LOCATIONS \ \ I 1 r.. _15 v> \ \ \ ALL INDEPENDENT AND SEPARATE - SECTIONAL' DOOR J \ \ -\O O ♦ A5.1 RO\S UTILITIES AND SERVICES. z 54 A.F.F. \ \ 0� PO� pr1( \ -WATER METER 2 DOM., 50 PSI MIN. fid. \ ��0�\OE p,'(EN pN \ \ _!' •:! 0 \P� 00 CABINET BY ROSS :.::.:. GUARD RAIL C� F R " ..: : `\ \ p��' G"(O 5pA \\ `\ -SPRINKLER RISER � �" -� 9 :... o _ STOCKROOM \\ �uG�P F\SGS \\ \ A5.1 MANAGERS 0 0 \ \ �V OFFICE SP EN M \ �, 10 4 � \\ �� �N\ `�� \\ \ --- --- PADLOCK DOOR LATCH AT ,a � :ti � A4.0— \ \GO SS -(OG VSE. \ \-------- BOTH TRACKS \\SOS SO�,E i 0 Q"0 +54"PHONE \ FILE CABINET BY ;:; 3'-0" SHELF @ 9 OFFSET, SEE v \\ \\RAS �N\N CEO (`l• \ 1 A4.1 9 A: F. F. d \ \SGRrc SV� OFL\ \\ \-------------- ROSS 60" A.F.F., A5.1 " TRAFFIC DOOR \ / N \ \ GLO PVA E \ \ ROSS VISION LITE RECESSED DOCK \.�'� VS�� \N \\ `\ \ FILE CABINET BY tv BOTTOM PAD 6, �\ \\S GEN` ,�5"M N\$N\ \ I I FIRE. RISER&UTILITY %', � VERIFY LOCATION & BUMPER FINISHED CONCRETE �� \ O�FP E\F\ \ \ COMPACTOR POWER AREA ALLOWANCE ROSS ��� N \\ \S �NG\O 'f\ON \ \ PER RAMJET SPECS & (VL) O \\ �G V0`N\N LOCAL REQ'S a +42 SWITCH 0-A COUNTER -TOP � O " _ @ 30' A.F.F. BY (b)+42"SWITCH 0-A - SF ...... ..-- 2 ELEVAT ON AT DOC DOOR 7 SECT ON @STOCKROOM ANCHOR BOARD \po\-° \\ Ross(LHi \ \S \ \ SILL IS TO BE PLACER ALLOWANCE) 7p o A4.1A4.1 SCALE: 1 4 - 1'-o" A : 1 2" = 1'-0" `� \\ \\\ \\ \\ @40"A.F.F. 8 I it \ �\ MARATHON SLIDE BOLT AND v\\\ \\ \ kgs GG LATCH FOR PADLOCK TO BE 9 \\ \\ \ G`AV PROVIDED AT COMPACTOR CORNER A5.1 CORNER \ - DOOR GAURDS GAURDS 21'-2%" 8'-10Y" NO \\ T -O" SHELF @ 60" A.F.F., BY SEAL CHUTE WEATHER p0 O G ROSS TIGHT @ EXTERIOR OF WALL C O�g�IG COMPACTOR CONTROLS WI PRESSURE GAUGE @ +541 LATCH SIDE SIDE LOAD COMPACTOR G OF HATCH WITH SECURITY CHUTEPA. COMPLETE DOOR FRAME FURRING WHERE REQ'D FOR ASSEMBLY INSULATION @STOCKROOM d 6" CONCRETE COMPACTOR 7 w ga w PAD, MINIMUM 3000 PSI,RIBBED METAL CANOPY `y z 30' STEEL REINFORCED RAMP SLOPE TO DRAIN 3'-0' A5.1 cop CLR. %' ABOVE, PAINTED BLUE 0 0 GRAVITY o I - m Q - EXHAUST g!-0" 31'-4° I� o .. ......._ EXISTING ELECTRICAL 0 '--'�DOCK IMETER AND PANELS z 3SECTION @ CHUTE DETAIL EXISTING TRANSFORMER - - -I s. �4.1 ASCALE: 1 g' - 1 - 0" PLYWOOD /BACKBOARD ELECTRICAL I' SCALE: 1/4 ' _ 1'-O" AROUND INTERIOR � � ROOM WALLS OF THE ELECT'L 1 FURRING WHERE REQ D FOR 1 12 ROOM BOT. @+27" A.F.F. INSULATION @STOCKROOM 14 -- I I LEGEND USE RAMJET TC -220T FOR 8" ALLOWANCE BASE BUILDING SHELL = 8" ALLOWANCE. r, AISLE PLAN, V.L. (LAYER: A -LL 8" ALLOWANCE METAL STUD FURRING WITH 5/8" GWB = RESTRICTED SPACES OR +15" DATA VL r ' 4'H X 8' X 3/4" APA A -D PLYWOOD BACKBOARD METAL STUD PARTITION WITH 5/8" GWB HORIZONTAL W/ BOTTOM AT+27" 1: 26 MAXIMUM TRAILER BED SLOP END -LOAD CONDITIONS ' . - L +15" SP/IG DUPLEX V ALLOWANCE; 6" STUD = 7" STAND. a ALLOWANCE; IF PLYWD BACKING BEHIND AND 102" A.F.F. (LAYER: A -LL INSTALLED -ANCHOR GWB ADD 1" TO ALLOWANCE BOARD) 14 3 ROWS OF 1X4. WOOD NAILERS MOUNTED @ 9", 48", AN GWB INDICATED BY A 2" POLY -LINE 99" A.F.F. (LAYER: A -LL INSTALLED -NAILER) (LAYER: A -WALL -FINISH -01) STOP FURRING 6" FROM A4.1 3'-6" CONTAINER A5.1 5/8" A -C, G-1, EXT -APA PLYWOOD IN ...i LIEU OF GWB INDICATED BY A 2" POLY -LINE @ RESTROOM WALLS ONLY OPENING ALL AROUND I CANOPY STOCK (LAYER: A -WALL -FINISH -BUMPER), SEE 8/A4.0 AND , FINISH MATERIAL NOTE 14, SHEET A6.0, V.L. FULL HEIGHT METAL STUD WALL WITH DOCK RAMP TO BE DESIGNED BY ARCHITECT FOR 1:26 MAXIMUM TRAILER BED----.---------.- 4'-0"H.X3/4"A-D FULL HEIGHT ACOUSTICALLY INSULATED AND SEALED METAL STUD FULL HEIGHT WALL d - SLOPE AND TO PREVENT CONTACT AND IMPACT DAMAGE TO BUILDING AND TRAILER. NO EXTERIOR HARDWARE, VIEWER, ` :. a• CHUTE I ROOM PLYWOOD WAINSCOT ARROW EXIT DEVICE, EXTERIOR a WHERE REQ'D (SEE.RA-1 102 CHUTE SLOPE - 4 DOCK OFFSET MIN. (VARIES) CANOPY, FULL WEATHERING WITH Q . ' AISLE PLAN) IV N. 10•, TO MAX. x �a .. 1 g I ( 0 SEALS,. RAIN DRIP AND DOOR SEALED CON:. y 4 D o p' 1 I BOTTOM, ADA THRESHOLD AND -- O 0rs, tea' � ROOF HATCH, LADDER & SAFETY - o ... o a ..----, LANDING, S.S. SIGNAL BUTTON C� a : COMPACTOR POLE, SEE DETAIL CORNER " = z-I - - N a A O 4/A1. GAURDS a Jill o w INTERIOR STOCKROOMSLABla SLOPE OF DOCK MUST BECOORDINATED WITH DOCK EQUIPMENT. 6" CONCRETE COMPACTOR 7 w ga w PAD, MINIMUM 3000 PSI,RIBBED METAL CANOPY `y z 30' STEEL REINFORCED RAMP SLOPE TO DRAIN 3'-0' A5.1 cop CLR. %' ABOVE, PAINTED BLUE 0 0 GRAVITY o I - m Q - EXHAUST g!-0" 31'-4° I� o .. ......._ EXISTING ELECTRICAL 0 '--'�DOCK IMETER AND PANELS z 3SECTION @ CHUTE DETAIL EXISTING TRANSFORMER - - -I s. �4.1 ASCALE: 1 g' - 1 - 0" PLYWOOD /BACKBOARD ELECTRICAL I' SCALE: 1/4 ' _ 1'-O" AROUND INTERIOR � � ROOM WALLS OF THE ELECT'L 1 FURRING WHERE REQ D FOR 1 12 ROOM BOT. @+27" A.F.F. INSULATION @STOCKROOM 14 -- I I LEGEND 8" ALLOWANCE BASE BUILDING SHELL = 8" ALLOWANCE. ' 4'-0" HIGH x 3/4" PLYWOOD WAINSCOT, SEE RA -1 AISLE PLAN, V.L. (LAYER: A -LL 8" ALLOWANCE METAL STUD FURRING WITH 5/8" GWB = INSTALLED, -WAINSCOT) 5" STANDARD ALLOWANCE. 4'H X 8' X 3/4" APA A -D PLYWOOD BACKBOARD METAL STUD PARTITION WITH 5/8" GWB HORIZONTAL W/ BOTTOM AT+27" EACH SIDE. 3-5/8" STUD = 5" STAND. (LAYER: A -LL INSTALLED -PLYWOOD MOUNTING BOARD) ALLOWANCE; 6" STUD = 7" STAND. 3 ROWS 2x6 ANCHOR BOARDS MOUNTED @ 9", 54", ALLOWANCE; IF PLYWD BACKING BEHIND AND 102" A.F.F. (LAYER: A -LL INSTALLED -ANCHOR GWB ADD 1" TO ALLOWANCE BOARD) 1/2" APA CDX PLYWOOD BACKING BEHIND 3 ROWS OF 1X4. WOOD NAILERS MOUNTED @ 9", 48", AN GWB INDICATED BY A 2" POLY -LINE 99" A.F.F. (LAYER: A -LL INSTALLED -NAILER) (LAYER: A -WALL -FINISH -01) - - - - - - - WC -1 MDC MONTCALM-OYSTER WALLCOVERING 5/8" A -C, G-1, EXT -APA PLYWOOD IN (LAYER: A-WALL-FINISH-WC1), SEE A6.0 LIEU OF GWB INDICATED BY A 2" POLY -LINE @ RESTROOM WALLS ONLY _ WALL BUMPER AT APPROX. 7" AND 31" A.F.F. (LAYER: A -WALL -FINISH -02) (LAYER: A -WALL -FINISH -BUMPER), SEE 8/A4.0 AND FINISH MATERIAL NOTE 14, SHEET A6.0, V.L. FULL HEIGHT METAL STUD WALL WITH GWB BOTH SIDES FLOORING TRANSITION, THRESHOLD, SADDLE, ETC. FULL HEIGHT ACOUSTICALLY INSULATED AND SEALED METAL STUD FULL HEIGHT WALL (7 - STOCKROOM & ELECTRICAL ROOM PLAN A4.1 SCALE: 1/4" = V-0" ENLARGED PLANS AND DETAILS TILE ALANCE SUPPLIED BY ROSS INSTALLED EXTERIOR/DEMISING WALLS 3-5/8 MTL STUD FRAMING 5/8" GWB TO 6 ABOVE CLG. 11 CORNER GUARDS, FROM CALIFORNIA CASTER #CG -12-313, 1-800-950-8750. THE GENERAL CONTRACTOR IS TO ULL HEIGHT CORNER GUARDS ------ 5 OWA C PROVIDE AND INSTALL ALL CORNER GUARDS. T FOUR OUTSIDE CORNERS AT LL N E TTING ROOM FOYER2'-3" FINISH TO FINISH P PClq SEE FLR. PLAN A1.0 4PAINT SW #1004 PURE WHITE SEMI -GLOSS ENAMEL 2'-6" VALANCE ABOVE ;? PAINT WALL ABOVE TOP NAILER & BELOW VALANCE 5 PAINT SW #7013 IVORY LACE SATIN/EG SHEL BRACKET BOARD AND AT SIDES BENJAMIN-MOORE 'TIMOTHY STRAW' #2149-40 s .WALL BUMPER SEE A4.0 FOR EXTENTS 6„ BASE 6 CORNER FILLER DETAIL PLAN VIEW I y\ �ELEVATION @ E TT NG ROOM ENTRY z AS.o' A 3 4 = 1 -o' -F \ AS:O5/8 DRYWALL, ALL JOINTS TAPED, SANDED SCALE: 1 q = 1 -O SMOOTH, & PRIMED. 1 I I I I SEE FLOOR PLAN A1.0 FOR WALL TYPE i VALANCE METAL FRAMING AND J ACOUSTIDCAL CEILING ED BRACING AS REQ'D. PER g i z BUILDING CODE REQUIREMENTS A5.0 A5.0 I z CG we 15 sIM 1 A5.1 M1 i �' I ; I WC 2'-7" TYPICAL +11'-0" I WALLCOVERING WC -1 EDGE MOULDING I I I 1x4 WOOD NAILER ATTACHED I I EXTENT OF VINYL I -_—� WALLCOVERING I W/ 4 SCREWS AT EACH STUD, I TYP. r' a WC + I SUSPENDED ACOUSTICAL CEILING j6", 2; 3., 5/8„ GYP. BD: I I LIGHT COVE o BOSTON RETAIL WALL BUMPER CG - ---- - 8 TYP: AL °o WRAP CORNER 8 2,_9„ CG CONT. 10'-0" CORNER EXTENT OF VINYL ° 1 GUARD AT OPENING WALLCOVERING CENTERLINE OF BUMPER FULL HEIGHT CORNER GUARD r (ONE 4'-0" LENGTHS) HERE WC 1 EDGE MOULDING AND THROUGHOUT FOYER AND a a 1 SALES P FITTING ROOM FOYER N FITTING ROOMS ONLY Q, 5. 6" BASE 6" BASE a � a (7' WING WALL, PLAN VIEW TYPICAL 9 CE L: BREAK @ E.R. FOYER sECTION Tg ELEVATION 4 WALL SECTION @ SALES FLOOR PERIMETER AS.o 1� �.o/ SCALE. 1 1 /2 1 0CA 1 1 2 1'-0" �-o CAL 3/4" = V-0" GYP. BD. FINISH ABOVE TOP NAILER AND AT ENDS OF NAILERS GYP. BD. FINISH ABOVE TOP 4 ('2'�SECTION TO BE TO BE TAPED, SANDED AND 2 NAILER AND AT ENDS OF @ FITTING ROOM ENTRY PAINTED -------B-M-- 2-14-9---4-0 -TIMOTHY -- - WC �IIIhhhIIIILIII ��/_/i 1IIIaIuIuaIIII1tII . ��//i IIIIIaIaaIIIIIIIIII ��/�/ ��iIIIIIIIIIIIIIIIIlIIIrIIIr~IlII�iI //=-=//�=�-= =J1IIII�IIIILIfrI /O-•-�=/�-"�/-t®IIIIlir�I - /= -�sJIIIIIIIILrI�I �/===//==-/_'�S�lI�IiIIIIlIr4lIII��lIrlIIfIItIIII ��=//=� 1IIIIIIIII*II*IIArIIIIII 3 =.!0 = J�JIIIIIIIILII tIII1IIIIIIII NAILERS TO BE T O B E TAPED, A5.0 STRAW 1 WC WING WALLWC SANDED AND PAINTED SCALE. 1/4 -0 [10" LIGHT VALANCE SEE WING WALL 7 ANNODIZED BREAK METASEE 7/A5.0 1 BM#2149-40 TIMOTHY STRAW _ P DETAIL 3/A5.0 A5.0 1 10" LIGHT VALANCE SEE 1 == -===_� - DETAIL 3/A5.0 it===�r====L =_ I= = I -_-IL _--_L_JL___-_JL___ L____ 1 1/4" x 7,BRACKET BOARD, KD, FAS YELLOW POPLAR PRE -PRIMED AND _________ ____________________ ___ -`_-- PRE -PAINTED FACE & BOTTOM WITH SEMI -GLOSS ENAMEL COLOR - SHERWIN WILLIAMS === #SW -1004 "PURE WHITE". LASER SET LEVEL WITH BOTTOM EDGE AT =10`-6 1/4" AF.F. --JL-----J-INSTALL IN MAXIMUM PRACTICAL LENGTHS (8' MIN 14' MAX) IN CONTINUOUS GENERAL CONTRACTOR PROVIDE SEISMIC ANDALIGNMENT WITH MITRED AND SEALED JOINTS. LATERAL BRACING FOR CAULK VALANCEVALANCEIF AND AS MAY JIILJ1VALANCE BRACKET, FURNISHED BE RE'D BY LOCAL CODE IID��j�=�- 4��1=�r 1 BY ROSS STORES INC., BUT CEILING JOINT TO IIII 11 @2 11 MAKE LIGHT TIGHT II I I INSTALLED BY G.C. AT 30O.C. L-----JL-----JL _j II- I - I -IL- JII IL l-�-�I�_ �_�IIL----PAINT SHERWIN WILLIAMS i Fh #SW -1004 "PURE WHITE CONTINUOUS TWO TUBE FLUORESCENT -0' 4CORNER GUARDS 4' CORNER SEMI -GLOSS ENAMEL STRIP BY G.C. MOUNT 1/4' BELOW GUARDS CORNER BOX - BRACKET' BLOCK. B CG CG B 1 - '� 1 1 1 REF. 6/A5.0 TYPICAL +11'-0" 10 START NAILERS AT 1" OFF FOR VESTIBULE ELEVATION START NAILERS AT 1" OFF n A.F.F. N TE R O R ELEVATION ( ON T) ENTRY WING WALL, TYP. SEE SEE SHEET A1,2 ENTRY WING WALL, TYP. SEE AE -1 FOR SITE SPECIFIC AE -1 FOR SITE SPECIFIC SCALE: 1/8" — 1'-0" START POINTS, START POINTS. cj�t wit at, MINIMIZE ELECT. II CONDUIT / FLEX BELOW CEILING, KEEP II p AT BACK SIDE OF II VALANCE ONLY AND 4 PAINT TO MATCH II o ADJACENT SURFACE. +10'-6 1/4" 0 ,. 1 MOUNTING SCREWS MUST p WC 4 A F, F. NOT PENETRATE OR TELE- 4 p 1 A5.0 A5.0 p GRAPH THRU VALANCE FACE. A5.0 TYP. 10 LIGHT VALANCE SEE 1 GYP. BD; FINISH ABOVE TOP NAILER LIGHT VALANCE, FURNISHED BY DETAIL 3/A5.0 TYP. AND AT ENDS OF NAILERS TO BE 0 - - FRAME ONLY r' ------ _ --- --- - -� 1 ROSS, INSTALLED BY THE G.C. TAPED, SANDED AND PAINTED SEE NOTE 4.15 SHEET G1.0 BM#2149-40 TIMOTHY STRAW I 3 LIGHT VALANCE 0oilI II g�ll� II p I II \ II®' I IIS' %II II II II / II II II II II II II II � II VVFILLVVVLIIIIVV wuj - II II -__1_1 OPEN WRAP RAP I I II II II � II II II II rW� O� w B 1 n c U cf) CI 00 N cl) �a - C- -0p w(C C'L . o c;)_9 0 0 / �� OPEN o Lu W -w z F w NO U cn A FI TILE ALANCE SUPPLIED BY ROSS INSTALLED EXTERIOR/DEMISING WALLS 3-5/8 MTL STUD FRAMING 5/8" GWB TO 6 ABOVE CLG. 11 CORNER GUARDS, FROM CALIFORNIA CASTER #CG -12-313, 1-800-950-8750. THE GENERAL CONTRACTOR IS TO ULL HEIGHT CORNER GUARDS ------ 5 OWA C PROVIDE AND INSTALL ALL CORNER GUARDS. T FOUR OUTSIDE CORNERS AT LL N E TTING ROOM FOYER2'-3" FINISH TO FINISH P PClq SEE FLR. PLAN A1.0 4PAINT SW #1004 PURE WHITE SEMI -GLOSS ENAMEL 2'-6" VALANCE ABOVE ;? PAINT WALL ABOVE TOP NAILER & BELOW VALANCE 5 PAINT SW #7013 IVORY LACE SATIN/EG SHEL BRACKET BOARD AND AT SIDES BENJAMIN-MOORE 'TIMOTHY STRAW' #2149-40 s .WALL BUMPER SEE A4.0 FOR EXTENTS 6„ BASE 6 CORNER FILLER DETAIL PLAN VIEW I y\ �ELEVATION @ E TT NG ROOM ENTRY z AS.o' A 3 4 = 1 -o' -F \ AS:O5/8 DRYWALL, ALL JOINTS TAPED, SANDED SCALE: 1 q = 1 -O SMOOTH, & PRIMED. 1 I I I I SEE FLOOR PLAN A1.0 FOR WALL TYPE i VALANCE METAL FRAMING AND J ACOUSTIDCAL CEILING ED BRACING AS REQ'D. PER g i z BUILDING CODE REQUIREMENTS A5.0 A5.0 I z CG we 15 sIM 1 A5.1 M1 i �' I ; I WC 2'-7" TYPICAL +11'-0" I WALLCOVERING WC -1 EDGE MOULDING I I I 1x4 WOOD NAILER ATTACHED I I EXTENT OF VINYL I -_—� WALLCOVERING I W/ 4 SCREWS AT EACH STUD, I TYP. r' a WC + I SUSPENDED ACOUSTICAL CEILING j6", 2; 3., 5/8„ GYP. BD: I I LIGHT COVE o BOSTON RETAIL WALL BUMPER CG - ---- - 8 TYP: AL °o WRAP CORNER 8 2,_9„ CG CONT. 10'-0" CORNER EXTENT OF VINYL ° 1 GUARD AT OPENING WALLCOVERING CENTERLINE OF BUMPER FULL HEIGHT CORNER GUARD r (ONE 4'-0" LENGTHS) HERE WC 1 EDGE MOULDING AND THROUGHOUT FOYER AND a a 1 SALES P FITTING ROOM FOYER N FITTING ROOMS ONLY Q, 5. 6" BASE 6" BASE a � a (7' WING WALL, PLAN VIEW TYPICAL 9 CE L: BREAK @ E.R. FOYER sECTION Tg ELEVATION 4 WALL SECTION @ SALES FLOOR PERIMETER AS.o 1� �.o/ SCALE. 1 1 /2 1 0CA 1 1 2 1'-0" �-o CAL 3/4" = V-0" GYP. BD. FINISH ABOVE TOP NAILER AND AT ENDS OF NAILERS GYP. BD. FINISH ABOVE TOP 4 ('2'�SECTION TO BE TO BE TAPED, SANDED AND 2 NAILER AND AT ENDS OF @ FITTING ROOM ENTRY PAINTED -------B-M-- 2-14-9---4-0 -TIMOTHY -- - WC �IIIhhhIIIILIII ��/_/i 1IIIaIuIuaIIII1tII . ��//i IIIIIaIaaIIIIIIIIII ��/�/ ��iIIIIIIIIIIIIIIIIlIIIrIIIr~IlII�iI //=-=//�=�-= =J1IIII�IIIILIfrI /O-•-�=/�-"�/-t®IIIIlir�I - /= -�sJIIIIIIIILrI�I �/===//==-/_'�S�lI�IiIIIIlIr4lIII��lIrlIIfIItIIII ��=//=� 1IIIIIIIII*II*IIArIIIIII 3 =.!0 = J�JIIIIIIIILII tIII1IIIIIIII NAILERS TO BE T O B E TAPED, A5.0 STRAW 1 WC WING WALLWC SANDED AND PAINTED SCALE. 1/4 -0 [10" LIGHT VALANCE SEE WING WALL 7 ANNODIZED BREAK METASEE 7/A5.0 1 BM#2149-40 TIMOTHY STRAW _ P DETAIL 3/A5.0 A5.0 1 10" LIGHT VALANCE SEE 1 == -===_� - DETAIL 3/A5.0 it===�r====L =_ I= = I -_-IL _--_L_JL___-_JL___ L____ 1 1/4" x 7,BRACKET BOARD, KD, FAS YELLOW POPLAR PRE -PRIMED AND _________ ____________________ ___ -`_-- PRE -PAINTED FACE & BOTTOM WITH SEMI -GLOSS ENAMEL COLOR - SHERWIN WILLIAMS === #SW -1004 "PURE WHITE". LASER SET LEVEL WITH BOTTOM EDGE AT =10`-6 1/4" AF.F. --JL-----J-INSTALL IN MAXIMUM PRACTICAL LENGTHS (8' MIN 14' MAX) IN CONTINUOUS GENERAL CONTRACTOR PROVIDE SEISMIC ANDALIGNMENT WITH MITRED AND SEALED JOINTS. LATERAL BRACING FOR CAULK VALANCEVALANCEIF AND AS MAY JIILJ1VALANCE BRACKET, FURNISHED BE RE'D BY LOCAL CODE IID��j�=�- 4��1=�r 1 BY ROSS STORES INC., BUT CEILING JOINT TO IIII 11 @2 11 MAKE LIGHT TIGHT II I I INSTALLED BY G.C. AT 30O.C. L-----JL-----JL _j II- I - I -IL- JII IL l-�-�I�_ �_�IIL----PAINT SHERWIN WILLIAMS i Fh #SW -1004 "PURE WHITE CONTINUOUS TWO TUBE FLUORESCENT -0' 4CORNER GUARDS 4' CORNER SEMI -GLOSS ENAMEL STRIP BY G.C. MOUNT 1/4' BELOW GUARDS CORNER BOX - BRACKET' BLOCK. B CG CG B 1 - '� 1 1 1 REF. 6/A5.0 TYPICAL +11'-0" 10 START NAILERS AT 1" OFF FOR VESTIBULE ELEVATION START NAILERS AT 1" OFF n A.F.F. N TE R O R ELEVATION ( ON T) ENTRY WING WALL, TYP. SEE SEE SHEET A1,2 ENTRY WING WALL, TYP. SEE AE -1 FOR SITE SPECIFIC AE -1 FOR SITE SPECIFIC SCALE: 1/8" — 1'-0" START POINTS, START POINTS. cj�t wit at, MINIMIZE ELECT. II CONDUIT / FLEX BELOW CEILING, KEEP II p AT BACK SIDE OF II VALANCE ONLY AND 4 PAINT TO MATCH II o ADJACENT SURFACE. +10'-6 1/4" 0 ,. 1 MOUNTING SCREWS MUST p WC 4 A F, F. NOT PENETRATE OR TELE- 4 p 1 A5.0 A5.0 p GRAPH THRU VALANCE FACE. A5.0 TYP. 10 LIGHT VALANCE SEE 1 GYP. BD; FINISH ABOVE TOP NAILER LIGHT VALANCE, FURNISHED BY DETAIL 3/A5.0 TYP. AND AT ENDS OF NAILERS TO BE 0 - - FRAME ONLY r' ------ _ --- --- - -� 1 ROSS, INSTALLED BY THE G.C. TAPED, SANDED AND PAINTED SEE NOTE 4.15 SHEET G1.0 BM#2149-40 TIMOTHY STRAW I 3 LIGHT VALANCE 0oilI II g�ll� II p I II \ II®' I IIS' %II II II II / II II II II II II II II � II CD wuj L. II II -__1_1 OPEN WRAP RAP I I II II II � II II II II rW� GYP. BD. FINISH ABOVE TOP NAILER AND AT ENDS OF NAILERS TO BE TO BE TAPED, SANDED AND PAINTED BM#2149-40 TIMOTHY STRAW A5.0 SCALE: 3„ = 1'-0' -0 g g 11,--:l /I N TE R I O R ELEVATION (BACK)STARNAILERS AT OFF / FITTING ROOM FEATURE, TYP. AS:O_SEE AE -1 FOR SITE SPECIFIC START NAILERS AT 1" OFF START POINTS. FITTING ROOM FEATURE, TYP: SCALE: 1 /5>, 1 _0" SEE AE -1 FOR SITE SPECIFIC START POINTS. LATERAL BRACING TO STRUCTURE AS REQ'D BY CODE 4 A5:0 p GYP. BD. FINISH ABOVE TOP 4 NAILER AND AT ENDS OF 1 A5.0 NAILERS TO BE TO BE TAPED, LAY -IN cLNG., SEE RCP TYP. SANDED AND PAINTED 10" LIGHT VALANCE SEE FOR HEIGHT BM#2149-40 TIMOTHY STRAW DETAIL 3/A5.0 SALES FLOOR SIDE 5" 5/8" GWB, TO 6" ABOVE I �RALLOWANCE FINISH CLNG, SEE FINISH SCHEDULE AND FLOOR ';' 3-5/8" MTL. STUD FRAMING, PLAN FOR WALL FINISH TYP. POWDER ACTUATED FASTENERS SEE FLOOR PLAN AND FINISH SCHEDULE FOR FLOOR FINISH AND BASE, TYP, ---- ------ r:I START NAILERS AT 1" OFF CORNER BOX SEE AE -1 FOR SITE SPECIFIC START POINTS. CORNER BOX - 12 1 N TER QR ELEVAT ON ( R GH T S DE) TYPICALAS.o 5 )CEILING HT. WALL SECTION @ CORNERS a5.o SCALE: 1/8„ V—o„ R BOX - /A5.0 ,L I CD wuj L. II II -__1_1 II II `L I I II II II � II II II II rW� O� II B 1 START NAILERS AT 1" OFF CORNER BOX SEE AE -1 FOR SITE SPECIFIC START POINTS. CORNER BOX - 12 1 N TER QR ELEVAT ON ( R GH T S DE) TYPICALAS.o 5 )CEILING HT. WALL SECTION @ CORNERS a5.o SCALE: 1/8„ V—o„ R BOX - /A5.0 ,L I CD 0 06 c O w cu LLJ O w L CD w L z Urn wj CD wuj L. c O o Y `L ^M'I J rW� O� a n c U cf) OC 00 CD cl) �a - C- -0p w(C C'L . o c;)_9 0 0 / �� BUL Lu W -w z NC M V w NO U CD 0 06 c O w cu LLJ O w L CD w L z Urn wj N wuj a c c� o Y `L J O� a n cl) U cf) cl) �a - C- C!)2 . o Wmco 0 / �� E 'c- co CL CD 0 06 c O w cu LLJ O w L CD w L z Urn wj N wuj a z c� o Y `L a n 0 � A5.0 i DEMISING/LEASE LINE ---- y IVI/IIVI, VVVI� 1 INMIVIL- EXTERIOR FINISHES III�INII��IIIIIIIII I � n • Stt FLUUN FLAN ANU HN15H Uuw rnvviuty, Ott rwvrc BD. PARITION SCHEDULE FOR 'FLOOR FINISH AND BASE, TYP. " I SCHEDULE FOR FLOOR FINISH CI I1- -- PLAN AND FINISH SCHEDULE AND BASE TYP. ------ ------ INISH SCHEDULE AND BASE, TYP. ^-' 0 :;:> FOR WALL FINISH; SEE RCP WALL FINISHES I .:: FOR CEILING TYPE AND HEIGHT PLYWOOD I , : .. i ' •" ..: ' . . 7n !`A AACTAI CTI In CD AAAIt\I(` mi a w L- 0 O 0 a w C o0 N J i cn U o- o 0 a) �- u.. �M cl) o -v CN ft c0 W 0(DEc CD c:Uu- c W-0 c CN tv �NO w J ae • Stt FLUUN FLAN ANU HN15H Uuw rnvviuty, Ott rwvrc BD. PARITION SCHEDULE FOR 'FLOOR FINISH AND BASE, TYP. " I SCHEDULE FOR FLOOR FINISH CI I1- -- PLAN AND FINISH SCHEDULE AND BASE TYP. ------ ------ INISH SCHEDULE AND BASE, TYP. ^-' 0 :;:> FOR WALL FINISH; SEE RCP WALL FINISHES I .:: FOR CEILING TYPE AND HEIGHT PLYWOOD I , : .. i ' •" ..: ' . . 7n !`A AACTAI CTI In CD AAAIt\I(` mi a w i w cn a w C o0 N J cn U o- o 0 a) �- u.. LmuN cl) o -v m c/5m.5 W 0(DEc a ae V P 05 co c A5.1 i w a w o0 N CIL'o a ae V ae �i �f Lu W J Lu W R' N W a V Z " a Vz W N O W yap m t=7 W U ui O a D U A5.1 NOTE: THE FOLLOWING ARE THE ROSS MINIMUM ACCESSIBILITY REQUIREMENTS FOR OPERABLE INTERIOR / EXTERIOR DOORS AT ROSS STORES REGARDLESS OF LESER OR ABSENT REQUIREMENTS OF GOVERNMENTAL AUTHORITY. THERE SHALL BE NO CASES WHERE THE OPERABLE DOORS AT ROSS STORES DO NOT MEET THE FOLLOWING MINIMUM REQUIREMENTS. LANDLORD MUST ENSURE THAT IF HIGHER OR MORE STRINGENT STANDARDS ARE REQUIRED BY GOVERNMENTAL AUTHORITY THAT THOSE HIGHER STANDARDS ARE MET. 1. DOORS MUST BE A MINIMUM OF 3'-0 WIDE AND 6'-8" HIGH. 2. DOORS MUST OPEN A MINIMUM OF 90 DEGREES, 3. CLEAR WIDTH OF DOORWAYS MUST BE 32" MINIMUM. 4. DOUBLE DOORS / AUTOMATIC DOORS AT LEAST ONE LEAF MUST COMPLY WITH ITEMS 1 THROUGH 3 ABOVE. 5. THE BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH ALLOWS THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT A TRAP OR HAZARDOUS CONDITION. 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND INTERIOR DOOR, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS, COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, BUT SHALL NOT EXCEED 15 LBS. 7. IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LANDING EDGE OF DOOR. 8. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC B AS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 9. WHERE THE PLANE OF THE DOORWAY IS OFFSET 8 OR MORE INCHES FROM ANY OBSTRUCTION WITHIN 18" MEASURED LATERALLY ON THE LATCH SIDE, THE DOOR SHALL BE PROVIDED WITH MANEUVERING CLEARANCE FOR FRONT APPROACH. 10. FLOOR OR LANDING ON EACH SIDE OF THE DOOR TO BE LEVEL AND CLEAR. LEVEL AREA IN THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF 60" IN LENGTH. LEVEL AREA OPPOSITE THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF 44-48" IN LENGTH, DEPENDENT UPON DIRECTION OF THE APPROACH & EXISTENCE OF A LATCH & CLOSER. SURFACE SLOPE OF THE LEVEL AREA SHALL NOT EXCEED 1:50 GRADIENT (2%). 11. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS & 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS D 0 0 R S C H E D U L E DOOR NO. TYPE W H D HARDWARE MATERIAL FINISH REMARKS TYPE DOOR FRAME NOTE 7E S STOREFRONT" A 11'-0. 7'-0" KEYED LOCKSET ALUM ALUM CAF FACTORY 7 -PIN INTERIOR CYLINDER AND OUTSIDE BLANK SLIDING DOOR . 54" NOM CLEAR OPENING. (SEE NOTE 1). PACKAGE HEIGHT 13'-6" 1A VESTIBULE 0 A 13'-7" 7'-0" KEYED LOCKSET ALUM. ALUM. CAF 69 1/2" NOM CLEAR OPENING; PACKAGE HEIGHT 11'-0" SLIDING DOOR FACTORY 7 -PIN INTERIOR/EXTERIOR KEY SEE SHEET A1.2 (SEE NOTE 1) OSTOREFRONT SLIDING DOOR A 11'-0" 7'_0^ KEYED LOCKSET ALUM. ALUM. CAF 54" NOM CLEAR OPENING; PACKAGE HEIGHT 13'-6" FACTORY 7 -PIN INTERIOR EXTERIOR KEY SEE NOTE 1 VESTIBULE 2A SLIDING DOOR J 8'-6" 7'-0" NO LOCKSET ALUM. ALUM. CAF 44" NOM CLEAR OPENING; SEE SHEET A1.2 (SEE NOTE 1) PACKAGE HEIGHT 11'-0" 213 VESTIBULE SLIDING DOOR JCAF 8'-6" T-0" NO LOCKSET ALUM. ALUM. 44" NOM CLEAR OPENING;SEE SHEET A1.2 (SEE NOTE 1) PACKAGE HEIGHT 11'-0" DEXIT D 3'-0" 7'-p" 1 3/4" DELAYED EXIT DEVICE (SEE NOTE 18) HM HM PAINT STOP FACE MOUNT SELF CLOSER (PREPAINT TO MATCH INT. DOOR COLOR). BEST 7 -PIN MORTISE CYL., PREPARE DR & FRAME FOR CONCEALED INSTALLATION; CONNECTION NO EXTERIOR OPERABLE HARDWARE REQ'D TO FIRE DETECTION SYSTEM. SEE DOOR NOTE 24 ORECEIVING H 3'-O" 7'-0" 1 3/4" PANIC DEVICE, SEE NOTE #20 HM HM PAINT 180 DEGREE VIEWER, STOP FACE MOUNT SELF -CLOSER, FULL CANOPY, BEST 7 -PIN CYL., MAN DOOR NO EXTERIOR OPERABLE HARDWARE SEE DOOR NOTE 24 EXIT O D 3'-0" 7'-p" 1 3/4" DELAYED EXIT DEVICE (SEE NOTE 18) HM HM PAINT STOP FACE MOUNT SELF CLOSER (PREPAINT TO MATCH INT. DOOR COLOR). BEST 7 -PIN MORTISE CYL., PREPARE DR & FRAME FOR CONCEALED INSTALLATION; CONNECTION NO EXTERIOR OPERABLE HARDWARE REQ'D TO FIRE DETECTION SYSTEM. SEE DOOR NOTE 24. 0 6 LOCKER ROOM F 3'-0" 7'-0" 1 3/4" DIGITAL LOCKSET & CLOSER SC HM PAINT KICK PLATE PUSH SIDE, ONE. WAY. VISION .LITE 4" x 20" WITH VISION FROM THE PER NOTE #23 WITH BEST LOCKER ROOM INTO THE SALES FLOOR, 7 -PIN CYLINDER O DOOR NUMBER NOT USET IN THI 3 PROT TYPE CASH O G 3'-0'' �,_O„ 1.3/4„ MORTISE KEYED LOCKSET SEE SC HM PAINT 16 GA. H.M. WELDED FRAME BACKED w / DOUBLE STUDS AT EACH SIDE OF JAMB, OFFICE NOTE 7D. HINGE FACE SELF -CLOSER 180 DEGREE VIEWER, KICK PLATE @ PUSH SIDE. W/ BEST 7 -PIN CYLINDER Og MANAGER'S G 3'-0" 7'-0" 1 3/4" KEYED LOCKSET, SELF -CLOSER SC HM PAINT KICK PLATE PUSH SIDE. BEST 7 -PIN CYLINDER, HINGE FACE SELF OFFICE SEE NOTE 7A. CLOSER 180 DEGREE VIEWER 10 EQUIPMENT C 3,-p„ 7,-�>, � 3/4, KEYED LOCKSET, SELF CLOSER, SEE SC HM PAINT KICK PLATE PUSH SIDE, LOUVER 100 SQ. INCH FREE FACE AREA, BEST 7 -PIN CYLINDER, NOTE 7A HINGE FACE MOUNT CLOSER 0 11 JANITOR C 3'-p" 7'-0" 1 3/4" KEYED LOCKSET, SELF -CLOSER Sc HM PAINT 2" UNDERCUT DOOR, KICK PLATE ON PUSH SIDE. BEST 7 -PIN CYLINDER, HINGE SEE NOTE 7A. FACE CLOSER, MARBLE THRESHOLD O12 WOMEN'S LATCHSET, SELF -CLOSER HM KICK PLATE PUSH SIDE, ADA SIGNING, SEE NOTE 22, HINGE FACE CLOSER, RESTROOM C 3'-0" 7"-0" 1 3/4" SEE NOTE 7B. Sc PAINT UNDERCUT DOOR, MARBLE THRESHOLD, 13 MEN'S RESTROOM C 7'-0" 1 3/4" LATCHSET, SELF -CLOSER SC HM PA INT KICK PLATE PUSH SIDE, ADA SIGNING, SEE NOTE 22, HINGE FACE CLOSER, UNDERCUT 3'-O" SEE NOTE 7B. DOOR, MARBLE THRESHOLD, 14 STOCKROOM B 4'-0" 7'-0" 1 3/4" SEE NOTE 15 FOR SPEC.PC HM FACTORY PRE -FINISHED TRAFFIC DOOR, PAINTED METAL FRAME. PRE -FIN SEE NOTE #15. UNDERCUT DOOR 1". 0 ELECTRICALC 15 ROOM _ 3'-0" 7'-p" 1 3/4' KEYED LOCKSET, SELF CLOSER, SEE NOTE 7A Sc HM PAINT 2" UNDERCUT DOOR, STOP, FACE MOUNT CLOSER T6a RECEIVINGSLIDE E 8'-0" 8'-0" BOLT EACH SIDE TCR PAINT INSULATED SECTIONAL OVERHEAD DOOR, TWO SLIDE BOLTS AT 36" OVERHEAD _ SEE NOTE 19. MTL PADLOCKS, SEE NOTE 4B, VERTICAL OVERHEAD PARKING. 16b RECEIVINGSLIDE E 8'-0" 8'-0" BOLT EACH SIDE TCR PAINT INSULATED SECTIONAL OVERHEAD DOOR, TWO SLIDE BOLTS AT 36" OVERHEAD _ SEE NOTE 19. MTL PADLOCKS, SEE NOTE 4B, VERTICAL OVERHEAD PARKING. TRASH 17 K 40" 40" - CASE OPENING, WITH SLIDEBOLT.BEST MTL MTL PAINT DOOR, FRAME & CHUTE IN MARATHON RAM -JET COMPACTOR PACKAGE (WITH SLIDEBOLT COMPACTOR PADLOCK & CHAIN. SEE NOTE 4.A AND LATCH FOR PADLOCK) BY G.C., SILL AT +40", INSURE ADEQUATE SLOPE IN CHUTE. 18 ROOF HATCH O - , 2 '- 6 ' '" 3-0 MTL MTL PAINT BEST PADLOCKS,, SEE NOTE 4.A 'SAFETY POLE SEE .DETAILS 3 & 4 A1.1 19 ROOF ACCESS D 3'-0" 6`-0" 1 3/4" KEYED DEADBOLT WITH THUMB TURN HM HM PAINT BEST 7 -PIN CYLINDER, DRIP EDGE. SIGN WORK CAVITY ACCESS. LOCATED ON ROOF: FULL WEATHERING & RAIN HOOD DOOR SILL/THRESHOLD TO BE V-0" ABOVE FINISHED ROOF, TOILET HALL F 3'-0" 7'-0" 1 3/4" DIGITAL LOCKSET, ELECTRIC STRIKE SC HIM PAINT KICK PLATE HALL SIDE; BEST 7 -PIN CYLINDER, 20 & CLOSER NOTE BELOW ONE WAY VISION LITE FROM HALL TO FOYER, STOP FACE MOUNT CLOSURE SEE GENERAL HARDWARE NOTE "C" BELOW OHURRICANE SHUTTER VERIFY WHERE REQUIRED, SEE NOTE 8.2 SHEET G1.1 SECURITY B O SHUTTER VERIFY IF REQUIRED PER SITE SPECIFIC PLAN & ROSS C.R.-SEE NOTE 25 LEGEND GENERAL HARDWARE NOTES ALUM ALUMINUM A• ALL INTERIOR DOORS (EXCEPT 4, 16, & 23) ARE TO HAVE WALL STOPS WITH CONCEALED MOUNTING TO SOLID IN WALL HM HOLLOW METAL BLOCKING. HAGER 230W CONVEX WALL STOP 2-3/8" DIA, 1-3/16" PROJECTION, 626 SATIN CHROME FINISH. SC SOLID CORE B. SEE DETAIL 4/A5.1 FOR TYPICAL HEAD DETAILS AT EXTERIOR HOLLOW METAL DOORS & FRAMES IN CMU WALL, U.O.N. MTL METAL C. DOOR #20 SHALL BE CONTROLLED BY A TRIOGY T2 LEVER DIGITAL LOCK (DL 2700 IC / 26D) BY ALARM LOCK SYSYEMS, AMITYVILLE, NY (800) 252-5625. USE BEST 7 -PIN CORE. TCR THERMACORE PROVIDE VON-DUPRIN - MODEL 6211 ELECTRIC STRIKE WITH LOCKNETICS (SCHLAGE) 701 RD MOMENTARY WALL SWITCH (800) 950-4573): CAF CLEAR ANODIZED FINISH PC PLASTIC HONEYCOMB CORE R 0 0 U E I N I S U S C H E D U E C ROOM FLOOR - SEE NOTE 6 WALLS WALL FINISH CEILING OTHER COLUMNS DR FRAMES AND TRIM REMARKS N Q m u W, I n I- 1- � � p o d o >>> w - �- o w m o Ld o z Lj a a Q Q w w ~o Z ~ o z w w 0 co co cp Fw- o o � ma w o z w m L� Q O o ¢ cn O Z Z Q o-, o p oz H w z z <t O w O - o Q m z Z u� � u n �k Z Q O � U o � D' w I- O ¢ O n ztk Ln �k k k z a O J X W co k co k J m O o � w W Li w w Q c1 ~ o ~> U 1- O F- O I- O j J J f- O I- O I- O Iw- F F h- 0 w U >- c� o O o o I o o Z Z Z a < z z z c� % a z w o D m w U > O r 0 z z o Z a Z o Z J cn Q w (n (n z o Q z z I- Z Z f Z a J O I- I- Z _ F ( o w Z J z Q o J z z F- I- >_ m a 0 Q 00 00 Z a < Q � L1- o m o Q Q Q J Q Z z ¢ z a z a J w z Q D x 0_ o J a J Q J a 00 a s NO. NAME a v v z x ui w Ln in '� w w 0_ d o_ 'S � Q 0_ 0_ U In 0_ w 0 3: > 3: 0_ 0_ > > > > cO w �, 101 SALES FLOOR • • • • • • • • • • • • • • • • 102 STOCK ROOM • • • • • • PLYWOOD WAINSCOT IS REO'D. IN TRAFFIC AREAS. SEE RA -1- 103 ROOM NUMBER NOT USED IN THIS PROTOTYPE 104 MANAGER'S OFFICE • • • • • • PLYWOOD BACKING REQ'D 105 CASH OFFICE • 0• • • • • PLYWOOD BACKING REQ'D 106 MEN'S FITTING ROOM • • • • PLYWOOD BACKING REQ'D 107 WOMEN'S FITTING ROOM • • • • • • PLYWOOD BACKING REQ'D 108 FITTING ROOM FOYER • • • • • • • 109 LOCKER ROOM • • • • • • • PRO- TEK .PANELS @ 4'- 0" A.F.F. 110 EQUIPMENT CLOSET • • • • • • PLYWOOD BACKING REQ'D 111 TOILET HALL • • • • 112 ELECTRICAL ROOM ITHISP • • • • • • PLYWOOD BACKING REQ'D 113 ROOM NUMBER NOT USED INOT PE 114 WOMEN'S RESTROOM • • • • • • 1RE XT APA 5/8" PLYWD . BACKING 115 MEN'S RESTROOM • • • • • • 1RE0'D-APA 5/8" PLYWD BACKING 116 JANITOR CLOSET • • • • • PLYWOOD BACKING REO'D He -o @ SHELF WALL 117 SALES VESTIBULE • • • • • • GENERAL FINISH NOTES A. PRIOR TO INSTALLATION OF VINYL WALL COVERING ALL SURFACES SHOULD BE CLEAN, DRY, SMOOTH AND STRUCTURALLY SOUND B. WALL COVERING SHOULD BE DRY HUNG (PASTE THE WALLS) USE A HEAVY DUTY PRE -MIXED VINYL WALL ADHESIVE WITH LOW WATER CONTENT. DOUBLE CUT THE FABRIC ON THE WALL USING NEW BLADE FOR EACH CUT, HANG THREE ROLLS IN THE SEQUENCE THAT THEY WERE CUT. STOP !!! INSPECT PANELS FOR DEFECTS. IF SATISFACTORY CONTINUE INSTALLATION, IF YOU HAVE ANY PROBLEMS CONTACT YOUR SUPPLIER C. STRAIGHT RUN TILE ON SALES FLOOR TO BE FULL, ALIGNED TILES WHERE POSSIBLE. OBTAIN MOST RECENT LAYOUT FROM ROSS CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION, FOLLOW MANUFACTURER'S INSTALLATION MANUAL, SHADE MATCHING MUST BE CHECKED. D. AT ALL DRYWALL, TAPE, FILL AND SAND EXPOSED DRYWALL JOINTS AND SURFACES TO PRODUCE A SMOOTH UN -TEXTURED SURFACE, PRIMED AND READY FOR SPECIFIED FINISH. FEATHER COATS ONTO ADJOINING SURFACES SO THAT CAMBER IS MAXIMUM 1/32 INCH. ALL WORK SHALL BE IN ACCORDANCE WITH GYPSUM ASSOCIATION SPECIFICATION GA 216. FINISH AS SPECIFIED. E. ALL EXPOSED CONCRETE OR MASONRY WALL SURFACES SHALL BE CLEANED, SEALED AND PAINTED, F. CONCRETE SEALER TO BE APPLIED TO NEW & EXISTING CONCRETE SLABS (INCLUDING THE SALES FLOOR) PFR ROOM FINISH & MATERIAL NOTE 6 & 7. DOOR & HARDWARE NOTES 1, STOREFRONT DOORS. A. DOOR NO. 1, 1A & 2A SHALL BE STANLEY DURA -GLIDE 3000 BI-DIRECTIONAL OPERATION AND BE FITTED WITH STANDARD STANLEY HARDWARE, B. DOOR N0. 2 & 28 SHALL BE STANLEY DURA -GLIDE 3000 UNI -DIRECTIONAL OPERATION AND BE FITTED WITH STANDARD STANLEY HARDWARE. C. DOOR NO.1 & 1A SHALL BE CENTERED ON MAIN ENTRY FEATURE. D, DOOR 2 & 1A REQUIRES 7 -PIN EXTERIOR/INTERIOR CYLINDER. DOOR 1 REQUIRES 7 -PIN INTERIOR CYLINDER ONLY. DOOR 2A & 2B TO HAVE NO LOCKSET. E. ALL EXPOSED HOLES IN STOREFRONT DOORS ARE TO BE FILLED WITH FLUSH BLANKS FINISHED TO MATCH DOOR ALUMINUM F. ALL STORE FRONT DOORS SHALL BE PROVIDED WITH CODE REQUIRED SIGNING (SEE, UBC 3304(C)) OR COMPARABLE AS REQUIRED BY LOCAL AUTHORITY. G. NO THUMB TURNS. 2 NOT USED) 3. DOORS WITHIN PATH OF TRAVEL FOR THE HANDICAPPED TO BE OPENABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH/PULL HARDWARE. DOOR OPENING HARDWARE TO BE BETWEEN 30" TO 44" A.F.F., EXCEPT AS PROVIDED BY CODE (SEE 1 ABOVE). 4. A. ROOF HATCH AND COMPACTOR DOOR PROVIDE ONE (1) 7 -PIN BEST 411372-M1 PADLOCK WITH CHAIN (BY G.C.) B. OVERHEAD DOOR PROVIDE TWO (2) 7 -PIN BEST 411372-M1 PADLOCK WITH CHAIN (BY G.C.) 5. DOORS OTHER THAN STOREFRONT WHICH REQUIRE CLOSERS SHALL RECEIVE AN "LCN" #4041 CLOSER, AS INDICATED IN SCHEDULE, DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5 POUNDS FOR INTERIOR DOORS AND 8.5 POUNDS FOR EXTERIOR DOORS, EFFORT MAY INCREASE TO 15 POUNDS MAXIMUM AT FIRE DOORS, CLOSERS MUST ALLOW THREE SECONDS TO MOVE DOOR FROM A 70 DEGREE OPEN POSITION TO A POINT 3" FROM THE LATCH. IF CONFLICT WITH CODE, FIRE & LIFE SAFETY CODE SHALL PREVAIL. DO NOT USE HOLD OPEN DEVICES 6. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT 7. A. INTERIOR LOCKSETS TO BE BEST #93K7AB14C626 W/ CURVED RETURN LEVERS LOCKSETS TO HAVE BEST 7 -PIN CYLINDER B. INTERIOR LATCHSETS TO BE BEST #93KON14C626 W/ CURVED RETURN LEVERS C. NOT USED D. CASHROOM TO RECEIVE BEST 45H7 -TD -14-H-626 MORTISE LOCK W/ INTERLOCKING DEADBOLT COMBINATION. BEST 7 -PIN CYLINDER W/ CURVED RETURN LEVERS E. ALL LATCHSET AND LOCKSETS TO BE BEST. NO SUBSTITUTIONS WILL BE ACCEPTED 8. WOOD AND H.M. DOORS TO HAVE 3 FULL BEARING MORTISE HINGES WITH NON -REMOVABLE HINGE PINS, DOOR CLOSERS, AND DOOR STOPS (INTERIOR DOORS), FINISH US26D (SATIN CHROME). HINGES ON ALL EXTERIOR HM MAN DOORS ARE TO BE STAINLESS STEEL, 9. HOLLOW METAL FRAMES SHALL BE 18 GA. PRESSED, FLUSH TYPE WITH MITERED AND WELDED CORNERS. CASH OFFICE FRAME SHALL BE 16 GA, H.M. FLUSH TYPE WITH DOUBLE STUDS AT JAMBS. FRAMES ARE TO BE REINFORCED AND PREPARED FOR HARDWARE: PROVIDE 4" HEAD FOR FRAMES IN EXTERIOR CMU OPENINGS WHERE APPROPRIATE TO MATCH MASONRY COURSING, 10. HM DOORS ARE TO BE 18 GA:, FACTORY PRIMED STEEL, FLUSH TYPE WITH INSULATED WEATHER SEALED CORE; STIFFENING; HARDWARE REINFORCING; CLOSED TOP & BOTTOM CHANNELS; AND, HANDED FOR INDICATED SWING. DO NOT USE UNIVERSAL TYPE DOORS. 11, SOLID CORE WOOD DOORS SHALL BE PAINT GRADE BIRCH SKINS WITH SOLID STAVE CORES. 12. 180 DEGREE VIEWER AS MANUFACTURED BY ADVANCED SAFETY DEVICES MODEL #DS238-SLVR 13. 'DOOR TYPE "F'' SHALL RECEIVE A 4"X20"H VISION LITE IN A WELDED STEEL FRAME. FINISH TO MATCH DOOR. SEE DOOR REMARKS FOR GLASS TYPE: CLEAR OR ONE-WAY. 14. DOOR TYPES "C" "F" & "G" SHALL RECEIVE ON THE HALL SIDE A 12" KICK PLATE BY BROOKLINE INDUSTRIES. FINISH BMHA 626 W/ COUNTERSUNK SCREW HOLES 15. DOOR "B" TO BE ELIASON, EASY -SWING P-11 PLUS (PLASTIC HONEYCOMB CORE), 103 'WHITE' FINISH WITH 9x14 CENTER WINDOW SET IN 103 'WHITE' MOLDING, AND PAINTED HOLLOW METAL FRAME, 16. GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION CORES FOR ALL EXTERIOR DOORS PRIOR TO TURN OVER. AT TIME OF TURN OVER CONTRACTOR IS TO TURN OVER TO ROSS STORE MANAGER CORE EXTRACTION KEY 17. ROSS STORE MANAGER TO BE RESPONSIBLE FOR REKEYING STORE 18. SALES FLOOR EXIT DOORS NO. 3 AND NO, 5 ARE TO BE EQUIPPED WITH THE ALARM LOCK PUSH BAR MODEL 715 DELAYED EXIT DEVICE WITH BEST 7 -PIN MORTISE CYLINDER AND CONCEALED INSTALLATION USING VON DUPRIN EPT-10 POWER TRANSFER HINGE AND DETECTION SYSTEM WITH TIME -DELAY BY-PASS CONTROL, SEE FRAME PREP DETAIL 1 & 2 SHEET DE1.0. (INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS). 19. DOOR 'E' IS A 591 SERIES THERMACORE INSULATED STEEL SECTIONAL DOOR BY THE OVERHEAD DOOR CORPORATION, DALLAS, TEXAS; 8'-0" X 8'-0"; STANDARD BULB -TYPE BOTTOM SEAL AND OPTIONAL HEADER SEAL AND JAMB WEATHERSTRIPPING; 2" TRACK; MANUAL OPERATION; COLOR: WHITE; WITH TWO (2) INTERIOR MOUNTED SLIDE LOCKS, ONE AT EACH SIDE AT +36" AFF. INCLUDE TWO (2) BEST 41B72 PADLOCKS, 20. EXIT DOOR NO. 4 IS TO BE EQUIPPED WITH THE ARROW 330 PANIC DEVICE WITH LOW BATTERY ALERT, BEST 7 -PIN CYLINDER AND BMHA 626 FINISH, 21. ANY QUESTION OR PROBLEMS W/ LOCKING HARDWARE SHOULD BE DIRECTED TO: BEST LOCK CORP. -CONTRACT CONSTRUCTION DEPT. ATTN. LEE BELL 22, UNLESS OTHERWISE REQUIRED BY LOCAL AUTHORITY INSTALL ADA COMPLIANT TOILET ROOM SIGNING CENTERED AT 60" AFF ON THE WALL ADJACENT TO THE STRIKE SIDE OF THE DOOR, MINIMUM 9"X9 WITH CONTRASTING AND RAISED PICTOGRAPH, SANS SERIF LETTERING AND GRADE 2 BRAILLE. (ROSS STANDARD ADA TOILET ROOM SIGNING WILL BE PROVIDED FOR G.C. INSTALLATION THROUGH ROSS CONSTR. REPRESENTATIVE) ALL OTHER SIGNING REQUIRED BY ADA AS WELL AS LOCAL AUTHORITY, WHETHER AT TOILET ROOMS OR ELSEWHERE IN THE BUILDING, MUST BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR: 23. DOOR #6 SHALL BE CONTROLLED BY A TRILOGY T2 LEVER DIGITAL LOCK (DL 2700 IC/26D) BY ALARM LOCK SYSTEMS, AMITYVILLE, NY (800) 252-5625. USE BEST 7 -PIN CORE. 24. ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTRIPPED INCLUDING A RAIN DRIP AND DOOR BOTTOM, HAVE ADA COMPLIANT THRESHOLDS (EXCEPT DOOR 19) AND CONCRETE LANDINGS (OR SIDEWALK), EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO BE PROTECTED BY PIPE BOLLARDS. 25. SECURITY SHUTTERS - ANODIZED ALUMINUM SECURITY SHUTTER BY OMI SECURITY SOLUTIONS, VERTICAL TRACK MOUNTED AT INTERIOR TO STOREFRONT MULLIONS, LOCKING MECHANISM AND LIFTS MOUNTED AT 36" A.F.F. AT DOORS AND AT 27" A.F.F. AT WINDOWS; SLAT TYPE AL5-E; STYLE PUNCH 51; 10 HOUSING MOUNTED TO STOREFRONT VERTICAL MULLIONS, CONTROL TYPE SPRING -A-7-13. SEE NOTE 8.10/G1.1. ROOM FINISH &MATERIALS NOTES COORDINATE ALL ORDERS AND DELIVERIES WITH THE LISTED VENDORS. NO SUBSTITUTIONS WILL BE ALLOWED 1. V.C:T. (A) AZROCK "CLASSIC GRANITE" -VL -120 -"CLASSIC WHITE (FIELD TILE) V.C.T. (B) AZROCK "CLASSIC GRANITE" -VL -122 -"CLASSIC GRAY" (ACCENT TILE) V.C.T. (C) AZROCK "GRANITE WHITE -SR-120 SLIP RESISTANT (ENTRY TILE FOR VESTIBULES ONLY) INSTALL IN ACCORDANCE WITH AZROCK/DOMCO INSTALLATION MANUAL. SHADE MATCHING IS MANDATORY. CONTACT AZROCK IF DEFECT(S) ARE DISCOVERED. 2• TILE TO CONCRETE TRANSITION STRIP-JOHNSONITE #RRS-28-C "MEDIUM GRAY" 3. RUBBER BASE: JOHNSONITE #40 "BLACK" 6" 4. CEILING TO BE ARMSTRONG "MINABOARD" #755, COLOR - WHITE; GRID TO BE ARMSTRONG PRELUDE XL 15/16 EXPOSED "T GRID, COLOR "WHITE" USE ONLY ARMSTRONG ACCESSORIES, DESIGN GRID PER LOAD CONDITIONS. 5. PAINT TO BE SHERWIN WILLIAMS - UNLESS NOTED OTHERWISE: COLORS TO HAVE "PROMAR" LATEX SATIN/EG SHEL FINISH. ON WOODWORK AND DOOR FRAMES USE "PROMAR"ALKYD SEMI -GLOSS ENAMEL, A. #SW7005 - PURE WHITE GWB CEILINGS, JANITOR'S AND EQUIPMENT CLOSET WALLS. & SALES VESTIBULE WALL. B. BENJAMIN MOORE #2149-40 - TIMOTHY STRAW GYPSUM BOARD ON SALES AREA ABOVE TOP NAILER & SIDES TO BE TAPED, SANDED SMOOTH & PAINTED. ENTRY LIGHT COVE C. BENJAMIN MOORE #2149-40 TIMOTHY STRAW SATIN FINISH - SALES FLOOR SOLID CORE DOORS, FRAMES & CLOSERS D. #SW6071 - POPULAR GREY OFFICE WALLS, OFFICE AND HALLWAY DOORS & JAMBS E. #SW7647 - CRUSHED ICE - RESTROOM, ELECTRICAL ROOM, JANITORS CLOSET AND STOCKROOM WALLS F. #SW7005 - PURE WHITE SEMI -GLOSS ENAMEL - VALANCE BRACKET BOARD G. #SW7017 - IVORY LACE, SATIN/EG SHEL FINISH HEADER AT FITTING FOYER AND FRONT LIGHT COVE. & NEW CONCRETE IS TO BE TREATED WITH THE 'CRETESEAL CS2000 SPRAY APPLY SYSTEM (15 YR. WARRANTY) APPLIED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. THE CS2000 2 DAY SYSTEM IS TO BE USED ON EXISTING SLABS. 7. SLABS MUST BE DESIGNED AND PREPARED TO TEST AND MAINTAIN MOISTURE VAPOR EMISSIONS AT OR BELOW 5 -LBS PER 1000 SF PER 24 -HRS USING THE CALCIUM CHLORIDE METHOD. (RESULTS TEST SHALL BE PROVIDED TO ROSS CONSTRUCTION MANAGER)THE STOCKROOM, ELECTRICAL ROOM AND OTHER AREAS OF THE SLAB NOT RECEIVING FINISH TILE OR CARPET ARE TO RECEIVE A TWO -COAT APPLICATION OF A PENETRATING LOW VISCOSITY EPDXY OR ACRYLIC SEALER. 8. A. MARLITE FRP, SLATE SURFACE, S-1000 WHITE, WITH MATCHING MOLDINGS AT ALL JOINTS. INSTALL FROM TOP OF MOP SINK TO BOTTOM OF WATER HEATER AT MOPSINK NICHE. USE ONLY MARLITE ADHESIVES AND SEALANTS. B. MARLITE FRP, SLATE SURFACE, S-1000 WHITE, WITH MATCHING MOLDINGS AT ALL JOINTS, INSTALL FULL HEIGHT (+9'-0") FROM TOP OF TILE BASE, USE ONLY MARLITE ADHESIVES AND SEALANTS. 9. RESTROOM WALLS 5/8" A -D EXT PLYWOOD W/FINISH FRP OVER, SEE 11/A5.1 10. WALL COVERING: PRO-TEK WALL PANELS "WC -40 -CHAMPAGNE" TO 6'-0" A.F.F. WITH PAINTED WALL ABOVE "SW 6140 MODERATE WHITE". SOURCE FOR PRO-TEK WALL PANELS IS CALIFORNIA CASTERS, ATTENTION TERRY CAVANAUGH (415) 939-6873. E-MAIL: TERRYC@CALIFORNIACASTERS COM 11, TILE ADHESIVE PER MANUFACTURERS WRITTEN RECOMMENDATIONS. VERIFICATION MAY BE REQUIRED BY ROSS CONSTRUCTION REPRESENTATIVE. 12. CERAMIC TILE: DAL -TILE D200 "DESERT GREY SPECKLE (3x3), WITH 1" COVE AND 6" BASE COLORED GROUT TO BE MAPEI "KERAPDXY" STAIN FREE EPDXY GROUT #27 "SILVER" AVAILABLE FROM DAL DISTRIBUTOR. 1/8" GROUT JOINT WIDTH. 13. CORNER GUARDS ARE TO BE INSTALLED ON ALL CORNERS OF ALL WALLS AND COLUMNS EXCEPT IN THE STOCKROOM. CORNER GUARDS ARE TO BE CHAMPAGNE. CHAMPAGNE CORNER GUARDS ARE TO BE INSTALLED IN 4' LENGTHS, TIGHT TO THE TOP OF THE BASE AND SECURED WITH LIQUID NAIL ADHESIVE. CHAMPAGNE CORNER GUARDS, FROM CALIFORNIA CASTER #CG -12-313, 1-800-950-8750. THE GENERAL CONTRACTOR IS TO PROVIDE AND INSTALL ALL CORNER GUARDS. 14. WALL BUMPER: BOSTON RETAIL PRODUCTS -SERIES 2000, TUFFGUARD, COLOR "BLACK #012 (INSTALL @+31" A.F.F.) (CENTERLINE) AT FITTING ROOM FOYER ENTRY & INSTALL @ APPROX. +7" A.F.F. AT THE BACK AND SIDES OF FITTING ROOM FOYER - SEE B/A4.0, INCLUDES FLEXIBLE VINYL BUMPER TOP TF2000-012 APPLIED TO RIGID VINYL MOUNTING CHANNEL BR2000 AND FINISHED ROUND END CAPS ER2000-012 AND FINISHED OUTSIDE 90 DEGREE CORNERS CN2000-012. FROM BOSTON RETAIL PRODUCTS, PHONE: 800-225-1635 OR 781-395-7417. INSTALL IMMEDIATELY AFTER THE INSTALLATION OF WALL COVERING. MOUNTING HEIGHT TO BE VERIFIED IN THE FIELD TO CORRESPOND TO THE STORE "Z -RACK" CONTACT POINT. EXTRA MATERIALS 1. PAINT : LEAVE 5 GALS. UNOPENED OF EACH COLOR AND TYPE, 2. CEILING TILE LEAVE 2 UNOPENED BOXES, 3. FLOOR MILE- LEAVE 2 UNOPENED BOXES OF EACH VINYL TILE, 4. FLOOR ADHESIVE - LEAVE 2 GAL. UNOPENED 5. WALL COVFRING - I FAVF nNF IINnPFI\IFn RnI I nF Fnru 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY 2. THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. V=120 MPH, EXP. B, I = 1.0 BUILDING CATAGORY II, Cpi = +/- 0.18 TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED 20 C. UNLESS NOTED, BOLTS SHALL BE 3/4" DIAMETER ASTM A-325 TYPE 100 BEARING. WHERE STEEL JOIST OR GIRDER SLOPE EXCEEDS 1/4" +10.5/-25.9 +10.0/-25.2 BY CODE. BY A QUALIFIED GEOTECHNICAL ENGINEER. 7. HORIZONTAL WALL REINFORCING SHALL BE STANDARD LADDER TYPE DUR--O-WAL N BEARING CONNECTIONS. BOLTS SHALL BE "SNUG TIGHT." PER FT., PROVIDE SLOPED BEARING. 6. IT SHALL BE THE SOLE RESPONSIBILY OF THE CONTRACTOR FOR INITIATING, +10.5/-43.5 +10.0/-38.8 7 (9 GA.) HOT DIPPED GALVANIZED AT 16" O.C. (VERTICALLY) UNLESS SHOWN :�[+25.9/-34.7 MAINTAINING ANDSUPERVISING ALL SAFETY PROCEDURES . THE STRUCTURAL ENGINEER OF 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND +10.5/-65.4 OTHERWISE ON THE DRAWINGS. 8. ALL JOIST SHALL RECEIVE A COAT OF RUST INHIBITIVE PRIMER. FINISH D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP RECORD IS , NOT RESPONSIBLE FOR MEANS AND , METHODS OF CONSTRUCTION OR FOR DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST. C. DESIGN WIND LOAD: (IN ACCORDANCE WITH 2007 FBC AND ASCE7) JOIST PER ARCHITECT. RELATED SAFETY PROCEDURES. ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES UTILITIES 8. SPLICED WIRE REINFORCEMENT SHALL �' " L BE LAPPED AT LEAST s AND CONTAIN AT 9. � . , `JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGFSTERED IN 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS BEAM SHEAR IS NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE PIPING, ETC. MIN. 18 GA RUNNER TRACK SOLID BLOCKING LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6" LAP. 'T° 'L' 2. THE STATE OF FLORIDA SIGN AND SEAL ALL STEEL JOIST SHOP DRAWINGS. AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION WH BEAM SHEAR V = W/2 ERE W IS THE TOTAL ALLOWABLE BEAM / 00 m THESE SHOP DRAWINGS SHALL CONTAIN A STATEMENT CERTIFYING THAT BUILDING CATEGORY: II REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT UNIFORM LOAD BASED ON LATERALLY SUPPORTED SIMPLE SPAN MOMENTS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL 2"x2"x16 GAUGE LONGER THAN STUD INSIDE SPACING. CLIP " THE STEEL JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS NOTED. 4. GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, 4=. en 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL 10. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE CLIP ANGLE 1/4" LESS MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE _8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE t INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL y IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RESPONSIBILTY SEE WIND LOAD SCHEDULE THIS SHT. GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND FOR SERIES K JOISTS. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDINGa DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. - OF THE CONTRACTOR AND SHALL'REMAIN IN PLACE UNTIL STRUCTURAL ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT, , ,; 11. MANUFACTURER SHALL BEyA MEMBER OF THE. STEEL JOIST S INSTITUTE. 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE SHALL BE CONTINUOUS EXCEPT AT EXPANSION JOINT. BUTT WED ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN, 10. PROVIDE PRECAST'. CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED PROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED OTHERWISE 10. INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS STRENGTH.OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND _ ON THE DRAWINGS. OTHERWISE SHOWN. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"UNLESS 5. REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP - -. - STUD FLANGE BOTH SIDES A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON 9. SPECIALTY ENGINEERED PRODUCTS w/(1)#10-16 SCREW. (STRAPPING TO START & DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR � A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION CONCRETE: 11. PROVIDE A KNOCK -OUT BLOCK OR U -BLOCK REINFORCED WITH (1) #5 CONTINUOUS COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR WALL STUD AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16" BEYOND EACH SIDE OF THE Wy DESIGN FABRICATIONS AND ERECTION. SHALL CONFORM TO AISI O E SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS 1. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS TYPICAL OPENING TYPICALLY. E "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED AT 28 DAYS: STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL STUDS SHALL SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND E B. BE GALVANIZED. RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE 6. A,FOUNDATIONS 3000 PSI STRUCTURAL STEEL: DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT B. SLAB -4N -GRADE 3000 PSI COVER PROTECTION. 2. ALL 43 MIL AND 33 MIL STUDS, JOISTS, TRACK, BRIDGING, END U AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR c o C. MASONRY GROUT 3000 PSI 1. GENERAL CONDITIONS: FOUNDATION: MASONRY WALL CONSTRUCTION: • OPEN. WEB STEEL JOISTS. 2. 3 PLACEMENT. CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATION ON FOR BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. .MATERIALS: ASTM A 992, FY=50 KSI IN GENERAL THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" WITH A 1. STEEL STAIRS �L :. S 2. � ALL CONCRETE SHALL BE READY MIX. AND MEET THE FOLLOWING REQUIREMENTS. ASTM A 500 GRADE B FY=46 SIF .. , , . K , OR STRUCTURAL TUBING. .. 1. .THE FOLLOWING NOTES. SHALL APPLY TO ALL STRUCTURAL DRAWINGS. 1. FOUNDATION DESIGN BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE 1. ALL JOISTS SHALL BE FABRICATED WITH STANDARD CAMBER AND 3. " C) A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1". ASTM A 325, TYPE I, FOR HIGH STRENGTH BOLTS. 2500 PSF TO BE CONFIRMED BY A LICENSED GEOTECHNICAL ENGINEER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N. TYPE 2, ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE LATEST ASTM A 307, GRADE A, ANCHOR BOLTS. 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS ECT. AS REQUIRED TO SECURELY 1. 4. CLADDING SYSTEMS 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE 2. THE SITE .SHALL' BE PREPARED UNIFORM IN ACCORDANCE 4. CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 _. PSI (f m --� 1504 PSI). REVISION. ASTM A 563, HEAVY HEX NUTS. 5-18 (D=.125") OR LARGER. (DO NOT USE STAINLESS STEEL OR FLORIDA BUILDING CODE 2007 W/ 2009 SUPPLEMENT & ASCE 7-05. .WITH CIVIL DRAWINGS, SPECIFICATIONS,. SOILS REPORT. AND THE ALLOWABLE ASTM A 436, HARDENED STEEL WASHERS. 2. _ „ K SERIES STEEL JOISTS SHALL. BE CONNECTED TO STEEL BY 1/8 t THE JOB SITE DURING TIMES OF OBSERVATIONS. 3. THE DESIGN OF CONNEC11ONS FOR ANY PORTION OF THE STRUCTURE, 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND 10. BEARING PRESSURE. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: WELD, 1-1/2" EACH SIDE or (2) 1/2- DIAMETER BOLTS. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT AND EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS. TRACKS B. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. AT BLOCKING OR SPLICE USE 6 10-16 SCREW O# CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER VERIFY 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAX. AGGREGATE SIZE OF 3. EXTEND LOWER JOIST CHORD AT ALL COLUMNS PER OSHA REQUIREMENTS. EXTEND AFTER A. CONCRETE MIX DESIGNS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. JOINT AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION 1. 30 PSF FLAT. ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. .DRAWINGS. TO THE .DESIGN 3/8" AND A MINIMUM COMPRESSIVE STRENGTH -0F 3,004 PSI. DEAD LOADS ARE APPLIED. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET SYEEL B. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH 6. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC CONFORMING TO ASTM A-615 GRADE 60. SUBMIT ALL REINFORCING STEEL ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED D. ROOF DECK WITH LIGHTWEIGHT INSULATING CONCRETE SHALL BE VENTED. SHALL BE PLACED HALF ON EACH SIDE OF OPENING PER METAL STUD B. DESIGN ROOF LIVE LOAD: SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. HEADER SCHEDULE ON TYPICAL DETAIL SHEET. 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BYTHE DRAWINGS OR 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS. FILL ALL CELLS 4. HORIZONTAL BRIDGING SHALL BE AN ANGLE AT TOP AND BOTTOM CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES 1. 20 PSF A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION BE KEPT BY THE CONTRACTOR ON SITE. 2. ALL ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED INT JOIST QUP IND. TO 14' ONE ROW 0 MID-SPANSHALL SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE STRUCTURAL STEEL CONTAINING REINFORCING WITH COARSE GROUT. DESIGNED FOR L r= 300' OR LESS U.N.. / ( ) ACCORDANCE WITH LATEST FACTORY MUTUAL STANDARDS.BLOCKING IYPICAL UI \(D NOTE: AND/OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMIT'T'ED BY THE E. STEEL OPEN WEB JOISTS AND METAL DECK TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. TO MAINTAIN DESIGN BEARING PRESSURE. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM 5. CROSS BRIDGING SHALL BE AN ANGLE DESIGNED FOR L/ r-200 OR LESS SPACES EACH END OF FLOOR SYSTEM, 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION AND AT A MAXIMUM SPACING OF W-0". REINFORCEMENT SHALL BE PLACED IN THE UNLESS NOTED. ADJACENT TO ALL OPENINGS, AND AT - PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS 5. FOOTING ELEVATIONS GIVEN AREFORTHE PURPOSE OF DESIGN, CENTER OF 'THE MASONRY CELL (TYPICAL) UNLESS OTHERWISE NOTED. SEE TYPICAL 6. BOTTOM CHORD OF ROOF JOIST SHALL BE DESIGNED FOR NET UPLIFT COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE GROUTING DETAILS FOR ADDITIONAL INFORMATION. OF 20 PSF. ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE --DOWNS OR SHORING MAY BE SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS. 7.N " U LESS NOTED K -SERIES STEEL JOIST SHALL .HAVE 2 1 2 DEEP 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY 2. THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. V=120 MPH, EXP. B, I = 1.0 BUILDING CATAGORY II, Cpi = +/- 0.18 TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED 20 C. UNLESS NOTED, BOLTS SHALL BE 3/4" DIAMETER ASTM A-325 TYPE 100 BEARING. WHERE STEEL JOIST OR GIRDER SLOPE EXCEEDS 1/4" +10.5/-25.9 +10.0/-25.2 BY CODE. BY A QUALIFIED GEOTECHNICAL ENGINEER. 7. HORIZONTAL WALL REINFORCING SHALL BE STANDARD LADDER TYPE DUR--O-WAL N BEARING CONNECTIONS. BOLTS SHALL BE "SNUG TIGHT." PER FT., PROVIDE SLOPED BEARING. 6. IT SHALL BE THE SOLE RESPONSIBILY OF THE CONTRACTOR FOR INITIATING, +10.5/-43.5 +10.0/-38.8 6. (9 GA.) HOT DIPPED GALVANIZED AT 16" O.C. (VERTICALLY) UNLESS SHOWN :�[+25.9/-34.7 MAINTAINING ANDSUPERVISING ALL SAFETY PROCEDURES . THE STRUCTURAL ENGINEER OF 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND +10.5/-65.4 OTHERWISE ON THE DRAWINGS. 8. ALL JOIST SHALL RECEIVE A COAT OF RUST INHIBITIVE PRIMER. FINISH D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP RECORD IS , NOT RESPONSIBLE FOR MEANS AND , METHODS OF CONSTRUCTION OR FOR DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST. C. DESIGN WIND LOAD: (IN ACCORDANCE WITH 2007 FBC AND ASCE7) JOIST PER ARCHITECT. RELATED SAFETY PROCEDURES. ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES UTILITIES 8. SPLICED WIRE REINFORCEMENT SHALL �' " L BE LAPPED AT LEAST s AND CONTAIN AT 9. � . , `JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGFSTERED IN 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS BEAM SHEAR IS NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE PIPING, ETC. MIN. 18 GA RUNNER TRACK SOLID BLOCKING LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6" LAP. 'T° 'L' 2. THE STATE OF FLORIDA SIGN AND SEAL ALL STEEL JOIST SHOP DRAWINGS. AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION WH BEAM SHEAR V = W/2 ERE W IS THE TOTAL ALLOWABLE BEAM / USE STANDARD AND SHAPED PIECES AT INTERSECTIONS AND CORNERS. m THESE SHOP DRAWINGS SHALL CONTAIN A STATEMENT CERTIFYING THAT BUILDING CATEGORY: II REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT UNIFORM LOAD BASED ON LATERALLY SUPPORTED SIMPLE SPAN MOMENTS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL 2"x2"x16 GAUGE LONGER THAN STUD INSIDE SPACING. CLIP " THE STEEL JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS NOTED. 4. GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL 10. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE CLIP ANGLE 1/4" LESS MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE _8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE REQUIREMENTS OF THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL y IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RESPONSIBILTY SEE WIND LOAD SCHEDULE THIS SHT. GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND FOR SERIES K JOISTS. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDINGa DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. - OF THE CONTRACTOR AND SHALL'REMAIN IN PLACE UNTIL STRUCTURAL ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT, , ,; 11. MANUFACTURER SHALL BEyA MEMBER OF THE. STEEL JOIST S INSTITUTE. 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE SHALL BE CONTINUOUS EXCEPT AT EXPANSION JOINT. BUTT WED ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN, 10. PROVIDE PRECAST'. CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED PROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED OTHERWISE 10. INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS STRENGTH.OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND _ ON THE DRAWINGS. OTHERWISE SHOWN. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"UNLESS 5. REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP - -. - STUD FLANGE BOTH SIDES A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON 9. SPECIALTY ENGINEERED PRODUCTS w/(1)#10-16 SCREW. (STRAPPING TO START & DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR � A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION CONCRETE: 11. PROVIDE A KNOCK -OUT BLOCK OR U -BLOCK REINFORCED WITH (1) #5 CONTINUOUS COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR WALL STUD AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16" BEYOND EACH SIDE OF THE 1. DESIGN FABRICATIONS AND ERECTION. SHALL CONFORM TO AISI END ON SOLID BLOCKING) SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS 1. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS TYPICAL OPENING TYPICALLY. E "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED AT 28 DAYS: STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL STUDS SHALL SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND E B. BE GALVANIZED. RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE 6. A,FOUNDATIONS 3000 PSI STRUCTURAL STEEL: DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT B. SLAB -4N -GRADE 3000 PSI COVER PROTECTION. 2. ALL 43 MIL AND 33 MIL STUDS, JOISTS, TRACK, BRIDGING, END AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF C. MASONRY GROUT 3000 PSI 1. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION. CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL 2. PLACEMENT. CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATION ON FOR BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. .MATERIALS: ASTM A 992, FY=50 KSI IN GENERAL THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" WITH A 1. STEEL STAIRS �L :. S 2. � ALL CONCRETE SHALL BE READY MIX. AND MEET THE FOLLOWING REQUIREMENTS. ASTM A 500 GRADE B FY=46 SIF .. , , . K , OR STRUCTURAL TUBING. .. MINIMUM YIELD OF 33,000 PSI (U.N.O.). _ , C. 2. LADDERS 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE METAL, DECK: ASTM A 501, FY=36 KSI FOR PIPES. 3. " ALL MATERIAL "AND ACCESSORIES SHALL BE FORMED FROM STEEL A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1". ASTM A 325, TYPE I, FOR HIGH STRENGTH BOLTS. HAVING A G-60 GALVANIZED COATING, MEETING ASTM A 653. (2)#10-16 SCREW. 3. HANDRAILS ASTM A 307, GRADE A, ANCHOR BOLTS. 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS ECT. AS REQUIRED TO SECURELY 1. 4. CLADDING SYSTEMS B. CONCRETE SHALL HAVE 2 TO 4 PERCENT AIR ENTRAINMENT. ASTM A 36, FY=36 KSI FOR PLATES, BARS, RODS, AND ANGLES. 4. UNLESS NOTED, ALL SCREWS OR PINS SHALL BE NON CORROSIVE NO. 5. MISCELLANEOUS STEEL ASTM A 563, HEAVY HEX NUTS. 5-18 (D=.125") OR LARGER. (DO NOT USE STAINLESS STEEL OR BY THE ARCHITECT/ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE ATA. C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.58. ASTM A 436, HARDENED STEEL WASHERS. COPPER COATED FASTENERS). R THE JOB SITE DURING TIMES OF OBSERVATIONS. 3. THE DESIGN OF CONNEC11ONS FOR ANY PORTION OF THE STRUCTURE, 5. UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS 10. DESIGN LOADS: 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: NOT INDICATED ON THE DRAWINGS SHALL BE DESIGNED BY THE CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT AND EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS. TRACKS B. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. AT BLOCKING OR SPLICE USE 6 10-16 SCREW O# CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER FABRICATOR AS FOLLOWS: SHALL BE CONNECTED TO SUPPORTS AT 16" MAX. STUDS OR JOISTS A. DESIGN ROOF DEAD LOAD: ON EACH SIDE OF BLOCKING. CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. A. CONCRETE MIX DESIGNS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. JOINT AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION 1. 30 PSF FLAT. ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. A. STANDARD CONNECTIONS SHALL BE USED WHERE POSSIBLE. JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET SYEEL B. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH 6. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC CONFORMING TO ASTM A-615 GRADE 60. SUBMIT ALL REINFORCING STEEL TO CONSTRUCTION. BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED D. ROOF DECK WITH LIGHTWEIGHT INSULATING CONCRETE SHALL BE VENTED. SHALL BE PLACED HALF ON EACH SIDE OF OPENING PER METAL STUD B. DESIGN ROOF LIVE LOAD: SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. HEADER SCHEDULE ON TYPICAL DETAIL SHEET. AND G90 GALVANIZED. SPANS ROWS REQUIRED WHERE POSSIBLE. D o C. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES 1. 20 PSF A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION BE KEPT BY THE CONTRACTOR ON SITE. 2. ALL ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED INT JOIST QUP IND. TO 14' ONE ROW 0 MID-SPANSHALL 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY 2. REDUCTIONS APPLIED PER TRIBUTARY AREA AS PERMITTED V=120 MPH, EXP. B, I = 1.0 BUILDING CATAGORY II, Cpi = +/- 0.18 ACI SPECIFICATIONS. 20 C. UNLESS NOTED, BOLTS SHALL BE 3/4" DIAMETER ASTM A-325 TYPE 100 q- +10.5/-25.9 +10.0/-25.2 BY CODE. +10.0/-23.7 0 N BEARING CONNECTIONS. BOLTS SHALL BE "SNUG TIGHT." <� 2 +10.5/-43.5 +10.0/-38.8 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC :�[+25.9/-34.7 3 +10.5/-65.4 +10.0/-54.2 SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. +10.0/-28.1 D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP C. DESIGN WIND LOAD: (IN ACCORDANCE WITH 2007 FBC AND ASCE7) THE BEAM SHEAR "V" NOTED ON THE CONTRACT DRAWINGS. IF THE VERTICALLY N 1. BASIC WIND SPEED (3 SECOND GUST): 120 MPH 7. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED BEAM SHEAR IS NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE MIN. 18 GA RUNNER TRACK SOLID BLOCKING 2. WIND IMPORTANCE FACTOR, 1 = 1.0 ON DRAWINGS. WH BEAM SHEAR V = W/2 ERE W IS THE TOTAL ALLOWABLE BEAM / ®10'-0"o.c. MAX. MAKE RUNNER TRACK 8" m 3. BUILDING CATEGORY: II 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. UNIFORM LOAD BASED ON LATERALLY SUPPORTED SIMPLE SPAN MOMENTS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL 2"x2"x16 GAUGE LONGER THAN STUD INSIDE SPACING. CLIP " I 4. WIND EXPOSURE CATEGORY: B CONSTRUCTION, 9th EDITION, BEAMS, PAGES 2-36 THRU 2-140. FLANGESF 0 TRACK 4 FROM EACH END. BEND TRACK AT CLIPPED FLANGES. CLIP ANGLE 1/4" LESS 5. COMPONENTS AND CLADDING WIND PRESSURE: 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION y THAN STUD WIDTH. SEE WIND LOAD SCHEDULE THIS SHT. "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND 4. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDINGa 6. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." SHALL BE CONTINUOUS EXCEPT AT EXPANSION JOINT. BUTT WED SCREWS. CLIP ANGLE TO 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITION CONTINUOUS MEMBERS PLACED END TO END. BE PLACED AT EACH STUD. _ 1-1/4 x 20 GA. STRAPPING, SCREW ATTACH TO EVERY 11. SHOP DRAWINGS: "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"UNLESS 5. STRUCTURAL STEEL SHALL RECEIVE _.ONE SHOP COAT OF RUST - -. - STUD FLANGE BOTH SIDES A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP NOTED OTHERWISE ON THE DRAWINGS. INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON (1)12" LONG CRC INVERTED OVER w/(1)#10-16 SCREW. (STRAPPING TO START & DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR � CEMENTITUOUS FIREPROOFING. SEE ARCHITECTURAL DRAWINGS. SCREWS ON EACH SIDE OF SPLICE. REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR WALL STUD ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED OR COATED WITH END ON SOLID BLOCKING) WILL NOT BE PERMITTED, TYPICAL LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, E CORROSION INHIBITED PAINT. 2 SLOPES, ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED E B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES PRIOR TO CONCRETE PLACEMENT. 6. STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3 CONCRETE NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR COVER PROTECTION. ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF 12. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE THOSE SHOP DRAWINGS. PLACEMENT. SCREW ATTACH BOTH PARTSOF CUT .FLANGE TO STUD C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE METAL, DECK: ON EACH SIDE WITH THE FABRICATOR INCLUDING THE CURTAIN WALL GLAZING SYSTEM PROVIDED AT TOP, BARS AT BEAM ENDS AND SLAB EDGES. (2)#10-16 SCREW. SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS ECT. AS REQUIRED TO SECURELY 1. STEEL ROOF DECK SHALL BE: Jj THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEWSUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC t BY THE ARCHITECT/ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE ATA. SUPPORT REINFORCEMENT. TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE GALVANIZED AND GAGE AS SHOWN ON ROOF R THE JOB SITE DURING TIMES OF OBSERVATIONS. ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. PLAN AS MANUFACTURED BY VULCRAFT/NUCOR OR APPROVED EQUAL. 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: 15. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT B. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. AT BLOCKING OR SPLICE USE 6 10-16 SCREW O# MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS C. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS. ALL ON EACH SIDE OF BLOCKING. FLOOR JOISTS SEE PLAN A. CONCRETE MIX DESIGNS JOINT AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC TO CONSTRUCTION. D. ROOF DECK WITH LIGHTWEIGHT INSULATING CONCRETE SHALL BE VENTED. BRIDGING RECOMMENDATIONS LD AND G90 GALVANIZED. SPANS ROWS REQUIRED D o C. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES 16. A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION BE KEPT BY THE CONTRACTOR ON SITE. 2. ALL ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED INT JOIST QUP IND. TO 14' ONE ROW 0 MID-SPANSHALL STRUCTURAL STEEL ACCORDANCE WITH LATEST FACTORY MUTUAL STANDARDS.BLOCKING IYPICAL UI \(D NOTE: 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMIT'T'ED BY THE E. STEEL OPEN WEB JOISTS AND METAL DECK TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. PLACE SOLID BLOCKING AT TWO JOIST o SPACES EACH END OF FLOOR SYSTEM, a ADJACENT TO ALL OPENINGS, AND AT - MERE BRACING TERMINATES JOIST BRIDGING AT 10'-0"o.c. MAX. ROOF WIND UPLIFT PRESSURES (PSF) EFFECTIVE WIND ROOF AREA ZONES V=120 MPH, EXP. B, I = 1.0 BUILDING CATAGORY II, Cpi = +/- 0.18 10 20 50 100 q- +10.5/-25.9 +10.0/-25.2 +10.0/-24.4 +10.0/-23.7 0 0 <� 2 +10.5/-43.5 +10.0/-38.8 +10.0/-32.7 +10.0/-28.1 :�[+25.9/-34.7 3 +10.5/-65.4 +10.0/-54.2 +10.0/-39.3 +10.0/-28.1 COMPONENT AND CLADDING WIND PRESSURES EFFECTIVE WIND WALL AREA ZONES V=120 MPH, EXP. B, I = 1.0 BUILDING CATAGORY _II, Cpi = +/-- 0.18 10 20 50 100 q- +25.9/-28.1 +24.7/-26.9 +23.2/-25.4 +22.0/-24.2 0 0 <� j COLD ROLLED CHANNEL. +24.7/-32.4 1 +23.2/-29.3 +22.0/-26.9 :�[+25.9/-34.7 1. EDGE DISTANCE A = 15 FEET A A 1. EDGE DISTANCE A = 15 FEET -- A A � I 3 2 3 _I Q ELEVATION 2 0 2 0 z cu W w V Lu �✓ W AT BUILT-UP JAMB OR POST, STRAP NOTE: L EXTEND CHANNEL INTO PUNCH -OUT. USE 2"x2"x16 GAUGE CLIP ANGLE TOP STRAP NOT REQ'D. IF CONTINUOUSLY � 1-1/4" LESS THAN STUD WIDTH. ATTACHED RIGID SHEATHING IS USED. a ATTACH USING (4)#10-16 SCREWS. TEMPORARY BRACING OF TOP FLANGE f DURING CONSTRUCTION" • o ', ,; . , m C9 r. MAY BE REQ'D.� z z to W w a+ y 0 P �; - = z O CO �`J w ,Oz 0 U - Of \`N ¢ 0- � illIII1,� s a w o .- x x v o jis ZIn ' �a 1-1/2"06 GAUGE W 01 teaLLJ 0 0 <� COLD ROLLED CHANNEL. w AT 4'-O" O.C. MAX. VERTICALLY d X x 2"x2"x16 GAUGE a CLIP ANGLE 1/4" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. _ TYP. LATERAL BRACING SPLICE USE: (1)12" LONG CRC INVERTED OVER CENTER OF SPLICE w/(3)#10-16 SCREWS ON EACH SIDE OF SPLICE. $ WALL STUD a c Io v TYPICAL LT. GAUGE LATERAL BRACING E w o .- v o jis ZIn ' �a '31 N W 01 teaLLJ 0 0 <� Q w w O z I. o .- v o jis ZIn ' �a '31 N W 01 teaLLJ 0 0 <� i \ I SEE DEMO NOTE 2 F40 I o I 'I EXIST STL. COLUMN EXIST STL. COLUMN EXIST STL. COLUMN EXIST STL. COLUMN o ( °' ! LL -1 ..... &FTG. &FTG. &FTG. &FTG. _ o a \ \ \ I -- -- N L J rl I- o I =SC2 _\ I _I _II_IIIIU' I LI \ \ \ T wSEE DEMO NOTE 2 I' I I Z F40 \ J J -_ LJ L_ -- \ \ �_ \ I � L- o� I I NEW 4" CONC SLAB N GRAD ❑ po; W/6x6, W1:.4 x W1.4 WF L- J I MID DEPTH ON' 10 MI VAPOR rr;\, \ \ r . Ilk f0'_0" I I SC -2 BARRIER ON PREP AR D T EXIST. SLAB I I F40 SUBGRADE'; PER .Et CHN \ \ F ELD VERT M .... FY g C.J. REPORT RECOMMEND TIONS AL - < y \, \ 4; ; -1 F w \ C3 �I j EXIST. STL COLUMN. J &FTG. .... L- J I g Uj I EMO NO wl _ 53.1 I ? SE r ED NOTE o NEW 8" CONC SLAB ON GRAD£,, o I ( �- \ W/#4 AT 12 O.C. E.W. CENTERED ON 10 .MIL VAPOR s3.2 ,J L_ J I SC -3 I BARRIER ON PREPARED I F60 s \ I J SUBGRADE PER GEOTECHNICAL F50 r % I, I REPORT RECOMMENDATIONS I, SEE DEMO NOTE 4s3.2 \ EXIST STL.: OLUMN I EXIST STL. COLUMN ( EXIST STL. COLUMN EXIST STL. COLUMN I EXIST STL. COLUMN ..............................& FTG....! & FTG. & FTG. & FTG. & FTG. - - - - - I' V C.J. o - - -I f - -I f -1 `_`1 _ _ �. o \ I o - 10 7 I -- - - - \ I c I I I I I I I I z I I 1,_a„ Q _i_ J L_ -1- -1 L- -I- J 01 I wl OB �II ~I g w ZI I a S3.1 e 5 it �_T_Ea I r LL I I I JI...... W f0' -o" z I` SC -2 o_ , F40 1 I T EXIST. SLAB g FIELD VERIFY I I I ' Ia E N S,3.2,r F EXIST. CONC. SLAB R I, ON GRADE G -- 00 I11 bo r 10 -5., w jj00Uj. _ L L I' I in 5 I I N ' ~- zu.8" INFILL C.M.U. WALL o w ®° SEE 2/S3.2 (TP.) wCC z L EXIST COLUMN EXIST SIL. COLUMN wEXIST STLCOLUMN EXIST STL. COLUMN EXIST STL. COLUMN &FTG. &FTG. & G. & F ozJ oz &G. _ w,. C7cnJ ............. .. i L - - - -- - - - - - - - - - - - - - w110111m,\ a .. ........---------------_--------------------------------------------------- - -- _ - - - - - - - - - - ------------------------------------------------------------- ----------------------------------------------------------------------------------- -- ----------- - - - - - - - \\� a - J ------------------------------------------------------------- --� - - - - - - - -- ------------------- r------- ------- _r------ ------------------ -------- A I111 110 z EXIST. 7 1/4 TILT -UP CONC. PANELS AND FOOTING EXIST. 7 1/4" TILT -UP CONC. PANELS AND FOOTING A.0 c I I I I I I U DE10 IIOTES: v 1.) EXIST. 7'-1/4" THICK CONCRETE TILT -UP PANELS ALONG GRIDLINE "E" Foundation Plan TO BE REMOVED, VERIFY W/ ARCH. SEE SHORING NOTE THIS SHEET. a Scale 1/8"=1'-0" 2.) EXIST. STEEL COLUMN TO BE REMOVED, SEE SHORING NOTE THIS SHEET. Z 3.) REMOVE PORTION OF EXIST. CONC. PANEL CP -4 FOR NEW STOREFRONT OPENING, FOUNDAMnN NOTFS! C,Pr cunRitic tinTr TWIZ curcT ccc d AZI MASONRY WALL SCHEDULE MARK I �I REINFORCING MW -1 8" CMU #6 ® 16" O.C. MW -2 12" CMU #6 ® 32" O.C. MW -3 12" CMU #6 ® 8" O.C. SC -3 O 16x16xi (4) < 3/4.0 CU SEE 5/S3.1 AND CONSTRUCTION.W/ BE SAWCUT .DOWN EL - 25'-0", VERIFY W ARCH.. ARCH. g U w w H w N ZLU U I11 bo r 10 -5., w jj00Uj. _ L L I' I in 5 I I N ' ~- zu.8" INFILL C.M.U. WALL o w ®° SEE 2/S3.2 (TP.) wCC z L EXIST COLUMN EXIST SIL. COLUMN wEXIST STLCOLUMN EXIST STL. COLUMN EXIST STL. COLUMN &FTG. &FTG. & G. & F ozJ oz &G. _ w,. C7cnJ ............. .. i L - - - -- - - - - - - - - - - - - - w110111m,\ a .. ........---------------_--------------------------------------------------- - -- _ - - - - - - - - - - ------------------------------------------------------------- ----------------------------------------------------------------------------------- -- ----------- - - - - - - - \\� a - J ------------------------------------------------------------- --� - - - - - - - -- ------------------- r------- ------- _r------ ------------------ -------- A I111 110 z EXIST. 7 1/4 TILT -UP CONC. PANELS AND FOOTING EXIST. 7 1/4" TILT -UP CONC. PANELS AND FOOTING A.0 c I I I I I I U DE10 IIOTES: v 1.) EXIST. 7'-1/4" THICK CONCRETE TILT -UP PANELS ALONG GRIDLINE "E" Foundation Plan TO BE REMOVED, VERIFY W/ ARCH. SEE SHORING NOTE THIS SHEET. a Scale 1/8"=1'-0" 2.) EXIST. STEEL COLUMN TO BE REMOVED, SEE SHORING NOTE THIS SHEET. Z 3.) REMOVE PORTION OF EXIST. CONC. PANEL CP -4 FOR NEW STOREFRONT OPENING, FOUNDAMnN NOTFS! C,Pr cunRitic tinTr TWIZ curcT ccc d AZI MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW -1 8" CMU #6 ® 16" O.C. MW -2 12" CMU #6 ® 32" O.C. MW -3 12" CMU #6 ® 8" O.C. SC -3 HSS 10x1 ox1 /2 16x16xi MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA, GALVANIZED LATERAL REINFORCING ® 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR/INTERIOR WALL OPENING, PLACE 2 #6 VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. STEEL COLUMN SCHEDULE MARK SIZE BASER ANCHOR BOLTS SC -1 HSS 6x6x1/4 12020/4 (4) 3/4"0 X 9" EMBED HILA HAS RODS IN HILT] HIT-HY150 MAX. ADHESIVE ANCHORING SYSTEM SC -2 HSS 6x6x1 /2 12x12x3/4 (4) 3/4"0 SC -3 HSS 10x1 ox1 /2 16x16xi (4) < 3/4.0 7'-0" X 7'-0" X 12" SEE 5/S3.1 AND CONSTRUCTION.W/ BE SAWCUT .DOWN EL - 25'-0", VERIFY W ARCH.. ARCH. g FOOTING SCHEDULE MARK SIZE REINFORCING F20.12 2'-0" X 12" X CONT. (2) #5 CONT. BOTTOM F40 4'-0" X 4'-0" X 12" (4) #5 E.W. BOTTOM F50 5'-0" X 5'-0" X 12" SEE 6/S3.2 F60 6'-0" X 6'-O" X 18" (8) #5 E.W. TOP & BOTTOM F70 7'-0" X 7'-0" X 12" SEE 5/S3.1 AND CONSTRUCTION.W/ BE SAWCUT .DOWN EL - 25'-0", VERIFY W ARCH.. ARCH. g 1.) TOP OF EXIST. & NEW SLAB = +0'-0". +0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NGVD ELEVATION. 4.) REMOVE PORTION OF EXIST. CONC. PANEL CP -5 FOR NEW STOREFRONT OPENING, E 2.) FXX DENOTES NEW FOOTING TYPE,SEE THIS SHEET FOR SCHEDULE. TOP OF SEE SHORING NOTE THS SHEET, SEE 5/S3.2. W S. FOOTING ELEVATIONS ARE -1'-4" BELOW TOP OF SLAB OR U.N.O. IN SECTION. VERIFY TOP OF FOOTING ELEVATIONS W/ CIVIL AND MECH. PRIOR TO FABRICATION ) T/ EXIST TILT UP CONC. PANELS ADJACENT TO NEW ROOF AT FRONT OF BLDG. 5.SHALL a 'TO E AND CONSTRUCTION.W/ BE SAWCUT .DOWN EL - 25'-0", VERIFY W ARCH.. ARCH. g MW-# DENOTES NEW MASONRY WALLS, SEE SCHEDULE ON THIS SHEET. 4.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 5.) SEE ARCH AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 6.) SEE ARCH AND MECH FOR SLOPES AND RECESSES. 7.) C.J. DENOTES SLAB CONTROL JOINT. SEE TYP. DETAILS ON SHT. S3.1 8.) & DENOTES CMU WALL JOINT. SEE TYP. DETAILS ON SHT. S3.1 9.) T.E. DENOTES THICKENED EDGE, SEE SECTIONS. 10.) SC-# DENOTES NEW STEEL COLUMN, SEE SCHEDULE ON THIS SHEET. 11.) DENOTES STONE VENEER, SEE ARCH. 12.) DENOTES METAL STUDS, SEE FRAMING NOTES ON SO.1 SHORING NOTE THE GENERAL CONTRACTOR SHALL PROVIDE SHORING FOR EXISTING ROOF FRAMING MEMBERS PRIOR TO REMOVAL OF EXISTING SUPPORTS. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL' SUPPORTS ARE INSTALLED. THE GENERAL CONTRACTOR SHALL ENGAGE THE SERVICES OF A SHORING SPECIALTY ENGINEER. PROVIDE SIGNED AND SEALED DRAWINGS FOR REVIEW. EXISTING STRUCTURAL MEMBERS: THE GENERAL CONTRACTOR SHALL FIELD VERIFY LOCATIONS, DIMENSIONS, ELEVATIONS, AND CONDITION OF ALL PERTINENT EXISTING STRUCTURAL MEMBERS, (CONCEALED AND EXPOSED) PRIOR TO FABRICATION AND CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION, TO ALLOW FOR MODIFICATION OF DESIGN PER UNFORSEEN FIELD CONDITIONS E A,# o-'re-yoAta inqw IOWDI Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 CERTIFICATE OF AUTHORIZATION 26850 0 w 15 g ZW a 0 N O ry W S. o a E V w w z r-- 15 g ZW a 0 N O ry W S. o a D V N Q N Q N 14< T NEW C.M.U. ---------- _ - - -�r -- ---- - ----- - --- ---------- ------ -- -------------------- --- ---------- ---- -- - - - - - - - ----------------- - - - -- ------------- ------------._- - - _-------- --E - - -- - - -- -_ -- --- -- -- - - - - -- -- -- ------ ------ - ----- - -- - ------ -- ------ -- -- ------ ---- -- - - - - - - -- - - - - EL.=20'-0" SEE DEMO NOTE 1 SEE DEMO NOTE 1 SEE DEMO NOTE 1 EL.=27'--1 1/2" T EXIST. WALL ________-___� ! T EXIST. WALL FELD VERIFY --- ----------- __ _ -- 1 -_ - - -- -- -- 1 -- ---- -- -- ----- -- -- 1 --- -- -- -- -- 1 -_ - - __ --- _ _- 1 FELD VERIFY S4.1 S4.1 S4.1 S4.1 1 4.1 w w w w REINF. JOIST PER DETAILS ON S4.2 o o ® - W12 22 (VARIELI)" I I 0 0 0 o REINF. JOIST PER DETAILS ON S4.2 HSS 6x6x1/2 (17 6) ! F it -- -- -- - -- -- -- -- - z- - -- -- -- - -- --� --- -- -- -- -- -- -- -- ---- --- -- -- -- -- -- - --------- _. --� __ ._ _ - - _ -- _ - -- 12KCS1 54.3 L a - N -_ N N N SEE DEMO NOTE 5 " w .d. Co - N N N Ln REINF. JOIST PER DETAILS ON S4.2 i � 7-1,I I EL. -31'-0" � --- -- -- - -- - -- -- --JAL --- - -- -- - -- -- -- -- - -- -- -- -- -- -- -- ---� -- -_ -- - -- -- -- -- -------_------- _- ---- - - - 12KCS1--i-- T EW STUDS � II I I I s4.2 (� 12KCs1_x�II EXIST. 24KCS3 - -_ -- -- -- -- - - -- __ ---__ _- - -- -- -- -- - - -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- -- - - � SII - -- AC ® - s4.1 - EXIST. 24KCS3 .. EXIST. 24KCS3 EXIST. 24KCS3- - L�W27x84 22' D IHSS 6x6 /2 (17'-6"� II AC AC 12KCSt EXIST. 24KCS3 _ -- -- --- -- - -- __ EXIST. 24KCS3-- --- ----- - - -- -- -- - 4.2 Li ......................12KCS1 II En v I II X I /.5KJ _2 EL.=35'-0" } w N 4.2 I T NEW STUDS W -- --- - -- -- - -- -- -- ---� --- - -- -- -- -- -- -- ---� --- -- -- -- -- _- -- -- ---� --- -- -- _- - -- -- .� I > --- -- -- - -- -- _--2:5K W N N 0 N 11 I II -- -- -- - -- -- --- -- -- -- -- -- --} - ---a� -- -- -- - ---q -,o� N WI N o c >- xM IL - s N d > M 2.51<2 cn it M o 5 N > I Q �-LiCo -- -- ---9 - -- -- -- --LA- - -- ---g -- -- -- --- --- -- -- 3 -- - -- -- - w --- -- _- - -- -- -- -- -- W - - -- -- -- -- - -- -- m I W w W w W w W W .. v I �r 2.5K j I I x � --Lj - _ EXIST. 24KCS3 -� N EXIST. 24_ KCS3 N I I co w o - C - � .. ........ - - - � � NII w �..... w w w AC ® w I N w 2 -5K `° cw� 11 = m W xl a g N N e N II SII m EXIST. 24KCS3 ®� Y EXIST. 24KCS3 ®® Y - -- _- -- - -- -- -- - - -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- x 2.5K I -- 1 `� AC Y V' � L/' S4 3 - -- -- -- W-- -- -- 2- -- -- - - -- -- -- w - - -- -- - - -- -- -- w -- -- - -- -- - -- -- -- -w -- -- -- -- -- - -- -- -- -- w N- I z 2.51< N EL.=35'-0" r o: � w I * 11 T NEW STUDS ZE -- -- --- --- -- - ---- -- -- --- ---- -- - -- - -- - -- -- --- -- - -- -- -- -- -- ---a - -- -- -- -- -- -- -- -- --- -- -- -- -- -- _ 2 LX LX2.5K . Q A. $ _- _j s4.2 II Nv W 6 N N N jl W 10 -- -- -- -- -- -- -- -- __ -- -- -- -- -- -- - -- -- -- -- - -- -- -- -- -- -- -- -- - -- -- -- -- -- -- - -- -- - -- -- -- -- - -- -- -- II 4., e'N� M 204 M N � _ 12KCS1 s N NI �I �� c~nI �W27I T x4 22'-8" -- -- w -__ -- - -- -- -- -- - w --- -- -- - -- - -- -- w - - -- - -- -- -- -- -- w --- -- -- -_ -- -- -- -- -- w -- -- -- - -- -- -- ---I HSS 6x6x1/2 (17'-6")I i- REINF. JOIST PER DETAILS ON S4.7 - - - - - - - ---------------- EXIST 24KCS3 12KCS1 Rte' cD ........ ........ - - - - - - - - '-' -- -- - - - AC `- L B a 1 AC :r EL 31 -0 ® SEE DEMO NOTE 5 i a _..., .: - it N REINF. JOIST PER DETAILS ON S4.2 3 ®� REINF. JOIST PER DETAILS ON S4.2 I I- 12KCS1 x I T NEW STUDS ----- ------------------ - - --- --------------------- --- o EXIST. 24KCS3 - II w Cn REINF. JOIST PER DETAILS ON S4.2 12KCS1---�� 2 1 -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- - -- -- -- -- - - -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- -- - - - - - - - -- - - - - - - - - - IF II II S4.3 53.2 w w w w I w HSS li 6x6x1 2 1 T 6" > o I o I o I a o I -- I SS2 6x6 (/ A� IE,)) E V) a _REINF. JOIST PER DETAILS ON S4.2 - -- ----1 - F ---,- w --- - u- 00 W 0012 W H U N N N N M M M M M S4.2 N i � -- -- -- -- I - -- -- -- _- -- -- -- -- -- I - -- -- -- -- -- -- -- I - -- -- -- -- -- -- -_ -- -- I -- -- -- -- -- -- -- -- -- I - -- -- -- -- -- -- - -- -- w - z per, 0 e _ .... (nN _ Z Z ct7 rzT CoIST. WALL ''gam 0 U) Z FIELD VERIFY �r� a Co LL Lu Of EXIST. W16 EXIST. W16 EXIST. W16 EXIST. W16 EXIST. W16 EXIST. W16 I - A �.�e F�®�`v\ = w N 1•) (###'-##?') DENOTES TOP OF BEAM ELEVATION/ JOIST BRG. ELEVATION 1.) EXIST. 7'-1/4" THICK CONCRETE TILT -UP PANELS ALONG GRIDLINE "E" `*o Zw �� N a A.0 ARCH. DWGS AND EXIST. FIELD U� 2.) NEW OPEN WEB STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE CONDITIONS. REPORT DISCREPANCIES LATEST EDITION OF THE SPECIFICATION OF THE STEEL JOIST INSTITUTE. BOTTOM, 2.) EXIST. STEEL COLUMN TO BE REMOVED, SEE SHORING NOTE THIS SHEET. MCL - CHORDS FOR K SERIES JOISTS SHALL BE ANGLES OR TEES. SEE STRUCTURAL CONSTRUCTION. NOTES FOR BRIDGING REQUIREMENTS. CENTER JOISTS ON COLUMNS AND SPACE 3.) m _- w - i- ai �> mLL � W cnw W� Roof FramingPlan a J ' 1 Scale 118"=1'-0" X w 4 W L- m N c VERIFY ALL TOP OF WALL AND ROOF FRAMING NOTES• DEMO NOTES: JOIST BEARING ELEVATIONS W/ 1•) (###'-##?') DENOTES TOP OF BEAM ELEVATION/ JOIST BRG. ELEVATION 1.) EXIST. 7'-1/4" THICK CONCRETE TILT -UP PANELS ALONG GRIDLINE "E" `*o Zw �� N TO BE REMOVED, VERIFY W/ ARCH. SEE SHORING NOTE THIS SHEET. ARCH. DWGS AND EXIST. FIELD U� 2.) NEW OPEN WEB STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE CONDITIONS. REPORT DISCREPANCIES LATEST EDITION OF THE SPECIFICATION OF THE STEEL JOIST INSTITUTE. BOTTOM, 2.) EXIST. STEEL COLUMN TO BE REMOVED, SEE SHORING NOTE THIS SHEET. PRIOR TO FABRICATION AND CHORDS FOR K SERIES JOISTS SHALL BE ANGLES OR TEES. SEE STRUCTURAL CONSTRUCTION. NOTES FOR BRIDGING REQUIREMENTS. CENTER JOISTS ON COLUMNS AND SPACE 3.) REMOVE PORTION OF EXIST. CONC. PANEL CP -4 FOR NEW STOREFRONT OPENING, EQUALLY A MAXIMUM OF 5'-0" O.C. MAX. U.N.O. SEE SHORING NOTE THS SHEET, SEE 4/S3.2. 3.) NEW ROOF METAL DECK SHALL BE 1 1/2" TYPE B 20 GAGE G60 GALVANIZED. 4.) REMOVE PORTION OF EXIST. CONC. PANEL CP -5 FOR NEW STOREFRONT OPENING, ATTACH DECK TO SUPPORTS WITH 5/8" PUDDLE WELDS WITH USING A 36/7 SEE SHORING NOTE THS SHEET, SEE 5/S3.2. PATTERN AND AT 6" O.C. AT DECK EDGE. FASTEN SIDE LAPS WITH (4) #10 TEK SCREW BETWEEN EACH SUPPORT. 5.) T/ EXIST TILT UP CONC. PANELS ADJACENT TO NEW ROOF AT FRONT OF BLDG. 4.) JOIST BRIDGING SHALL BE PER JOIST MANUFACTURER'S RECOMMENDATIONS. SHALL BE TRIMMED TO EL = 25'-0'°, VERIFY W/ARCH. 5.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 6.) VERIFY RTU WEIGHTS AND LOCATIONS WITH MECH. PRIOR TO FABRICATION AND CONSTRUCTION. 7.) L-# DENOTES NEW PRECAST CONCRETE LINTEL. SEE SHEET S4.1 FOR SCHEDULE. SHORING NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE SHORING FOR EXISTING ROOF FRAMING MEMBERS PRIOR TO REMOVAL OF EXISTING SUPPORTS. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL SUPPORTS ARE INSTALLED. THE GENERAL CONTRACTOR SHALL ENGAGE THE SERVICES OF A SHORING SPECIALTY ENGINEER. PROVIDE SIGNED AND SEALED DRAWINGS FOR REVIEW. EXISTING STRUCTURAL MEMBERS: THE GENERAL CONTRACTOR SHALL FIELD VERIFY LOCATIONS, DIMENSIONS, ELEVATIONS, AND CONDITION OF ALL PERTINENT EXISTING STRUCTURAL MEMBERS, (CONCEALED AND EXPOSED) PRIOR TO FABRICATION AND CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION, TO ALLOW FOR MODIFICATION OF DESIGN PER UNFORSEEN FIELD CONDITIONS E a m m a a E 8 n LD jilGGENBOTHAM a 0 omU w U rn LLJ `*o Zw �� N W o �[r A U� a U a w J W W z U rn LLJ `*o Zw �� N W o �[r A U� a U --WWF (SEE PLAN) FILL SAW CUT WCUT CONTROL JOINT / E 1/4 THE SLAB THICKNESS SLAB CONSTRUCTION JOINT FILLER TO B(SHALL BE WITHIN 12 HOURS) OR CONTROL JOINT __� 3'--6"NATE: SEE TYPICAL DETAIL x .. x 3D T METAL OR PLASTIC KEY I�� � '. • (2)#4 INSTALL `BELOW UPPER LAYER (CTR ON CORNER) OF SLAB REINFORCING. FOOTING FORMER- NAILED TO 1/2- PREMOLDED 1. SEE NOTE ABOVE (SECOND POUR) _ BULKHEAD (REMOVE CORNER BARS MATCH JOINT FILLER WWF z D = (SEE ARCH) AFTER FIRST POUR) SIZE AND QUANTITY OF (SEE PLAN) m i cl-4 SLAB EDGE WALL T - (SEE PLAN) LARGER BAR IN ��___-_ SEE PLAN FOOTINGS, WALLS AND v) (2)#4 X 6'-0" --- FOOTINGBEAMS T.O. FOOTING TYP. DEPRESSED SLAB (CTR ON CORNER) �l�lR�TAIL SEE NOTE ABOVE SEE PLAN - 1'-6" LAPP (TYP.) 1'-•0" SAW CUT CONTROL JOINTS T. 0. FOOTING METAL OR PLASTIC KEY FTG. REINFORCING FORMER NAILED TO BULKHEAD • a A WOOD BULKHEAD cS$ o (SEE TYP. SECT.) (REMOVE AFTER (REMOVE AFTER FIRST POUR) `Q 1 FIRST POUR) WWF SEE PLAN) 1 3000 PSI CONC. (FIRST POUR) \� i 1 %\�� j A INTERSECTION BARS C-4-- x _ x SEE PLAN FOR ADD'L \ TRENCH 1 MATCH SIZE AND SLAB REINF. D.I.P. PIPE �/ \ �.� L QUANTITY OF LARGER z TYPICAL STEEL COLUMN SECOND POUR m i BAR IN FOOTINGS, » -STEEL SLEEVE \ \\ FTG. DEPTH WALLS AND BEAMS cn J °- FIRST POUR w (SEE TYP. SECT.) ISOLATION J01NT w INTERSEG ISL (S) QUAL N.T.S. TYP. PIPE UNDER FTC. TYP. .FTG. ADJACENT TO TTRENCHTYP. STEPPED FTG. TYPICAL BAR DETAILS SLAB CONSTRUCTION JOINT TYP. SLAB CORNER REINF. MATCH WALL STOP POUR 1 1/2- BELOW TOP STOP POUR 1 1/2" BELOW TOP VERT. REINF. MATCH WALL . OF 'UNIT IF POUR IS STOPPED FOR , OF UNIT IF POUR, IS STOPPED FOR VERTICAL REINFORCING BAR PROVIDE 48 BAR MORE-'ITiAN ONE HOUR. VERT. REINF. MORE THAN ONE HOUR. DIA, LAP SPLICE PROVIDE 48 BAR IN GROUTED CELL EACH SIDE DIA. LAP SPLICE LAY UP NEXT 4'-0" OF WALL RAKE JOINT & OF JOINT. REINFORCING TO AFTER LOWER SECTION IS POURED. CAULK EA. SIDE MATCH TYP. WALL REINFORCEMENT HEIGHT OF POUR IS 24'-0" MAXIMUM HEIGHT OF POUR IS 24'-0" MAXIMUM5STOP LIFT 1 1/2" BELOW TOP MAXIMUM HEIGHT OF LIFT IS 5'-0". WAIT 3 e MAXIMUM HEIGHT OF LIFT IS 5'-0". WAIT 3 NOTE TO 5 MINUTES AND CONSOLIDATE WITH OF UNIT TO CREATE SHEAR KEY. • TO 5 MINUTES AND CONSOLIDATE WITH LAY UP NEXT 4'-0", OF WALL NOTE NOTE � FI q K LL ALL BLOC CELLSFLEXIBLE CABLE VIBRATOR. "POUR •FILL ALL BLOCK CELLS w. NOTE �� FLEXIBLE CA .: AFTER LOWER' SECTION- IS POURED. . :. .. , FILL ALL BLOCK CELLS I E BLE VIBRATOR. POUR WITH 3000 P.S.I. WITH 3000 P.S.I. SUCCEEDING LIFTS AFTER WAITING 15 TO 60 FILL ALL BLOCK CELLS WITH 3000 P.S.I. SUCCEEDING LIFTS AFTER WAITING 15 TO 60 CONCRETE BELOW GRADECONCRETE BELOW GRADE MINUTES. RECONSOLIDATE EACH LIFT BY WITH 3000 P.S.I. CONCRETE BELOW GRADE MINUTES. RECONSOLIDATE EACH LIFT BY STOP LIFT 1 1/2- BELOW TOP PREMOLDED VIBRATING SEVERAL INCHES INTO THE OF UNIT TO CREATE -SHEAR KEY. VIBRATING SEVERAL INCHES INTO THE CONCRETE BELOW GRADE RUBBER INSERT ^ PRECEEDING LIFT.. CONSOLIDATION OF A LIFT PRECEEDING LIFT. CONSOLIDATION OF A LIFT DOWELS MATCH DOWELS MATCH AND PRECEEDING LIFT MAY BE PERFORMED DOWELS MATCH AND PRECEEDING LIFT MAY BE PERFORMED WALL VERT. WALL VERT. DOWELS MATCH NOTE: WALL VERT. AT THE SAME TIME. REINF. PROVIDE :AT THE SAME TIME. s: MAXIMUM LIFT= 4 -0 REINF. PROVIDE � WALL VERT. DISCONTINUE HORIZ REINF. PROVIDE 48 BAR DIA. LAP SPLICE 48 BAR DIA. LAP REINF. PROVIDE � '� " REINF.. AT JOINT 48 BAR DIA. LAP GROUT TO CONFORM TO ASTM MAXIMUM LIFT = 4 -0 SPLICE GROUT TO 'CONFORM TO ASTM. - : � - SPLICE ;. C476. MAX. SIZE AGGREGATE = 48 BAR DIA. LAP PLAN 11LE_W C476. MAX. SIZE AGGREGATE = „ „ „ SPLICE " - CMU WALL SEE GROUT TO CONFORM TO ASTM CMU WALL SEE 3/8 SLUMP = 8 TO 10 . DO NOT CMU WALL SEE 3/$ . SLUMP 8 TO 10 . DO NOT PLAN NOTES C476. MAX. SIZE AGGREGATE = PLAN NOTES USE SAME MIX AS FOR TIE BEAMS. CMU WALL SEE GROUT TO CONFORM TO ASTM CMU WALL CONTROL JOINT DETAIL PLAN NOTES USE SAME MIX AS FOR TIE BEAMS. „ „ „ 3/8 . SLUMP = 8 TO 10". D0 NOT PLAN NOTES �'� k �"' C476. MAX. SIZE AGGREGATE _ USE SAME MIX AS FOR TIE BEAMS.PROVIDE 4 1/2"X4 1/2" MIN. 3/8". SLUMP 8" TO 10". DO NOT NOTEa �"' PROVIDE 4 1/2"X4 1/2" MIN. CLEAN OUT AND INSPECTION HOLE. USE SAME MIX AS FOR TIE BEAMS. CLEAN OUT AND INSPECTION HOLE. STANDARD ACI STANDARD ACI 1.- SAW CUT BOND BEAMS, TIE -BEAMS 1" DEEP TO CONTINUE WALL STANDARD ACI HOOK >,.'.. a. CONTROL JOINT TO TOP OF WALL. HOOK HOOK ;.... STANDARD ACI T FTG T TG T` FTG HOOK 2•'- CONTROL JOINT SPACING IS NOT TO EXCEED, 25'-0" O.C. SEE PLAN *SEE PLAN dSEE PLAN T ETPd .. • . � . IN WALLS WITH MORE THAN 25'-0* OF UNITERUPTED ° °• ° a .4 v d. v ..4 • 4 E N MASONRY. REFER TO DWGS. FOR SPECIFIED LOCATIONS a . . S LA 4 • NOTE: DO NOT GROUT UNTIL MORTAR a NOTE: DO NOT GROUT UNTIL MORTAR d .4 ° o °' AS NOTED THUS - -NOTE: DO NOT GROUT UNTIL MORTAR d . HAS SET SUFFICIENTLY TO WITHSTAND d HAS SET SUFFICIENTLY TO WITHSTAND 4. NOTE:. DO NOT GROUT UNTIL MORTAR- HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE. FROM THE GROUT. 3. CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. THE PRESSURE FROM THE GROUT. HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE FROM THE GROUT. WAIT NOT LESS THAN 24 HOURS. WAIT NOT LESS THAN 24 HOURS. THE PRESSURE FROM THE GROUT. » WAIT NOT LESS THAN 24 HOURS. » » » 8 TYP. HIGH LIFT 8 TYP. LOW L1 FT 12 TYP. HIGH LI FT 12 TYP. LOW LIFT WAIT NOT LESS THAN 24 HOURS. CMU GROUTING CMU GROUTING CMU GROUTING CMU GROUTING DOWELS MATCH NOTE DOWELS MATCH WALL VERT. _ FILL ALL BLOCK CELLS NOTE WALL VERT. FILLEALL BLOCK CELLS NOTE REINF. PROVIDE WITH 3000 P.S.I. FILL ALL BLOCK CELLS REINF. PROVIDE FILL ALL BLOCK CELLS REINF. GROUTED 48 BAR DIA. LAP CMU WALL NTH 3000 P.S.I. CMU WALL CONCRETE BELOW GRADE WITH 3000 P.S.I. 48 BAR DIA. LAP WITH 3000 P.S.I. CELLS SPLICE CONCRETE BELOW GRADE BEYOND » SPLICE CONCRETE BELOW GRADE CONCRETE BELOW GRADE BEYOND » CMU WALL SEE 1/2" ISOLATION #4 CONT. 5 X 12.� CMU WALL SEE 1 2" ISOLATION #4 CONT. � PLAN NOTES JOINT,PLAN NOTES AT 24 O.C. JOINT AT 24 O.C. .. PAV'T SEE PAV T SEE PAV'T SEE E CONC. SLAB ON - - CIVIL CONC. SLAB ON CONC. SLAB ON PAV'T SEE CIVIL CIVIL CONC. SLAB ON .� GRADE SEE PLAN GRADE SEE PLAN CIVIL GRADE SEE PLAN GRADE SEE PLAN 106 T SLAB T SLAB Idk T SLAB k T SLAB PROVIDE PREFAB. "L" PROVIDE PREFAB. "T• —" x SEE PLAN x SEE PLAN —x x SEE PLAN x SEE PLAN JOINT REINFORCING JOINT REINFORCING AT -_ III -1 I I— �— AT ALL CORNERS ALL INTERSECTIONS - —III.I = I = —f 1 = 1. -- -III - -1 =, I - = I �= J 1 ! =1 I . -- 10 MIL VAPOR #5 AT 24 O.C. 1 10 MIL VAPOR „ �10 MIL VAPOR #5 AT 24" O.C. 1 /2 ISOLATION 1 2 ISOLATION 10 MIL VAPOR BARRIER (TYP) / JOINT T FTG BARRIER (TYP) BARRIER (TYP) BARRIER (TYP) OILT FTG JOINT OIL T FTG SEE PLAN T FTG o FOOTING SEE SEE PLAN SEE PLAN SEE PLAN STANDARD ACI FOOTING SEE FOOTING SEE STANDARD ACI FOOTING SEE PLAN HOOK PLAN PLAN HOOK PLAN LOT PARTIAL PLAN STANDARD ACI[ JSTANDARD ACI HOOK 3" CLR. 3" CLR. HOOK 3" CLR. 3" CLR. $ TYPICAL CMU WALL DETAILS N.T.S. SECTION 1 SECTION 2 SECTION 3 SECTION 4 ' " 3 4=1-0" S3.1 / 3/4"=1'-0" S3.1 3/49•=1'-0" S3.1 3/4"=1'-O" S3.1 CE OF COLUMN cn c 0 U U) cu cu C Lu U � u I - w w x U) 1— OUTLINE OF EXIST. STEEL COL. &BASE TILT -UP WALL TO a ° �` ��'�'°�°• PLATE (SEE 6/S3.1 & I ' s s w BE REMOVED �a : ""F *',s �d COLUMN SCHEDULE ,� ,' o z FIELD VERIFY CONC. PANEL pie r- - m c9 r. #4 X 20" LG. AT 48" O.C. COLUMN BLOCK-OUT I NEW CMU WALL, SEE n. e w , 'Uj cp u- U z :z co ' �� DRILL AND EPDXY 4" MIN. (FILL IN W/ CONC. I I NEW CONC. SLAB PLAN & SCHEDULE w.�.. , ® Z .,,� - z 1z INTO EXIST. SLAB. PROVIDE NUT, WASHER AND ON GRADE SEE 1 1 2" ` % ' `^ 0 coJ AFTER ,COL. ERECTION) I 1 1 /2 EQ. EQ. / LEVELING NUT. TYPPLAN LL ( ) I I DOVETAIL ANCHORS 1/2" PJF CONC .SLAB S ®�`e._`_M ';1 ,.��"` o C/) T EXIST. SLA MATCH EXIST. �- -- -- -- X --x—x x x-- SPACED VERTICALLY SEE PLAN m ` �� +�-x—x—x—x—x I AT 16 O.C. CIVIL (2)#4 CONT. f/�1111I1111'� x o. (2) #5 X 2'-0* LG. f I 1 TOP. 1 BOT. BOTTOM. TROP & r T SLAB a1 \ I I / z z - M RILL AND x ---x SEE PLAN EXIST. SLAB ON GRADE 1 I EPDXY 6 MIN. INTO -� ili III III= CONC. SLAB SEE = i - FIELD VERIFY. g" M a EXIST. FOUNQATION. PLAN NOTES Nino W I I�h (1)#4 CONT. 10 MIL VAPOR 2 I 2 �� ---- �I �� BARRIER (TYP.) r z EXIST. FOUNDATION • I 1=' - --- ----- MATCH TOP Ci FIELD VERIFY. DO (2) NEW #6 VERT. IN NEW (2) #5 CONT. TOP OF EXIST. w _ NOT UNDERMINE ! ! WALL IN GROUTED SOLID CELLS AND BOTTOM FOOTING _ __ EXIST. FOUNDATION = I I=1 h 10 MIL VAPOR 9 DOWELS MATCH WALL VERT. " PROVIDE 48 BAR DIA. LAP 1 -0 BARRIER (TYP.) o iv SPLICE AND ACI HOOKS INTO \FOOTING. #5 AT 12" O.C. DRILL---/ 2'-0" 2p -O" BASE PLATE DETAIL NEW FOUNDATION SEE PLAN AND TOP & BOTTOM AND SCHEDULE EPDXY 6" MIN. INTO ;,� * WELD SIZE EQUAL TO EXIST. F001ING FOOTING. COL. WALL THICKNESS SECi1ON v VERIFY.DO NOT FIELD SECTION 6 UNDERMINE EXIST. SECTION % SEC 1 A®N 3/4"=1'-0" S3.1 FOOTING 1 1 /2 l' -a,, S3.1 S3.1 3/4"=l' -O" 3/4"=1'-0" S3.1 m S II o n w - O 0 8 Lu o .- L Q) Q C zwC�9 -1-j c W N w o J o +"+ cu tea) L.L.. 00 0 �o ^^♦♦ 0 M QOM 4 �Y M Q_ cy)2 0 c`voa cow LLj »�W�,. z N ((a u w C -I O J U F- Cn fn of a W Q w �o E w cd Urci 3l:r U rr�ll cn c 0 U U) cu cu C Lu U � u I - w w x U) 1— OUTLINE OF EXIST. STEEL COL. &BASE TILT -UP WALL TO a ° �` ��'�'°�°• PLATE (SEE 6/S3.1 & I ' s s w BE REMOVED �a : ""F *',s �d COLUMN SCHEDULE ,� ,' o z FIELD VERIFY CONC. PANEL pie r- - m c9 r. #4 X 20" LG. AT 48" O.C. COLUMN BLOCK-OUT I NEW CMU WALL, SEE n. e w , 'Uj cp u- U z :z co ' �� DRILL AND EPDXY 4" MIN. (FILL IN W/ CONC. I I NEW CONC. SLAB PLAN & SCHEDULE w.�.. , ® Z .,,� - z 1z INTO EXIST. SLAB. PROVIDE NUT, WASHER AND ON GRADE SEE 1 1 2" ` % ' `^ 0 coJ AFTER ,COL. ERECTION) I 1 1 /2 EQ. EQ. / LEVELING NUT. TYPPLAN LL ( ) I I DOVETAIL ANCHORS 1/2" PJF CONC .SLAB S ®�`e._`_M ';1 ,.��"` o C/) T EXIST. SLA MATCH EXIST. �- -- -- -- X --x—x x x-- SPACED VERTICALLY SEE PLAN m ` �� +�-x—x—x—x—x I AT 16 O.C. CIVIL (2)#4 CONT. f/�1111I1111'� x o. (2) #5 X 2'-0* LG. f I 1 TOP. 1 BOT. BOTTOM. TROP & r T SLAB a1 \ I I / z z - M RILL AND x ---x SEE PLAN EXIST. SLAB ON GRADE 1 I EPDXY 6 MIN. INTO -� ili III III= CONC. SLAB SEE = i - FIELD VERIFY. g" M a EXIST. FOUNQATION. PLAN NOTES Nino W I I�h (1)#4 CONT. 10 MIL VAPOR 2 I 2 �� ---- �I �� BARRIER (TYP.) r z EXIST. FOUNDATION • I 1=' - --- ----- MATCH TOP Ci FIELD VERIFY. DO (2) NEW #6 VERT. IN NEW (2) #5 CONT. TOP OF EXIST. w _ NOT UNDERMINE ! ! WALL IN GROUTED SOLID CELLS AND BOTTOM FOOTING _ __ EXIST. FOUNDATION = I I=1 h 10 MIL VAPOR 9 DOWELS MATCH WALL VERT. " PROVIDE 48 BAR DIA. LAP 1 -0 BARRIER (TYP.) o iv SPLICE AND ACI HOOKS INTO \FOOTING. #5 AT 12" O.C. DRILL---/ 2'-0" 2p -O" BASE PLATE DETAIL NEW FOUNDATION SEE PLAN AND TOP & BOTTOM AND SCHEDULE EPDXY 6" MIN. INTO ;,� * WELD SIZE EQUAL TO EXIST. F001ING FOOTING. COL. WALL THICKNESS SECi1ON v VERIFY.DO NOT FIELD SECTION 6 UNDERMINE EXIST. SECTION % SEC 1 A®N 3/4"=1'-0" S3.1 FOOTING 1 1 /2 l' -a,, S3.1 S3.1 3/4"=l' -O" 3/4"=1'-0" S3.1 m S II o n w - O 0 8 Lu o .- L C/) O zwC�9 -1-j c W N w o J o +"+ cu tea) L.L.. 0 �o ^^♦♦ 0 M QOM acv �Y cu cy)2 0 c`voa cow LLj »�W�,. z N ((a w C -I O J U F- Cn fn cn c 0 U U) cu cu C Lu U � u I - w w x U) 1— OUTLINE OF EXIST. STEEL COL. &BASE TILT -UP WALL TO a ° �` ��'�'°�°• PLATE (SEE 6/S3.1 & I ' s s w BE REMOVED �a : ""F *',s �d COLUMN SCHEDULE ,� ,' o z FIELD VERIFY CONC. PANEL pie r- - m c9 r. #4 X 20" LG. AT 48" O.C. COLUMN BLOCK-OUT I NEW CMU WALL, SEE n. e w , 'Uj cp u- U z :z co ' �� DRILL AND EPDXY 4" MIN. (FILL IN W/ CONC. I I NEW CONC. SLAB PLAN & SCHEDULE w.�.. , ® Z .,,� - z 1z INTO EXIST. SLAB. PROVIDE NUT, WASHER AND ON GRADE SEE 1 1 2" ` % ' `^ 0 coJ AFTER ,COL. ERECTION) I 1 1 /2 EQ. EQ. / LEVELING NUT. TYPPLAN LL ( ) I I DOVETAIL ANCHORS 1/2" PJF CONC .SLAB S ®�`e._`_M ';1 ,.��"` o C/) T EXIST. SLA MATCH EXIST. �- -- -- -- X --x—x x x-- SPACED VERTICALLY SEE PLAN m ` �� +�-x—x—x—x—x I AT 16 O.C. CIVIL (2)#4 CONT. f/�1111I1111'� x o. (2) #5 X 2'-0* LG. f I 1 TOP. 1 BOT. BOTTOM. TROP & r T SLAB a1 \ I I / z z - M RILL AND x ---x SEE PLAN EXIST. SLAB ON GRADE 1 I EPDXY 6 MIN. INTO -� ili III III= CONC. SLAB SEE = i - FIELD VERIFY. g" M a EXIST. FOUNQATION. PLAN NOTES Nino W I I�h (1)#4 CONT. 10 MIL VAPOR 2 I 2 �� ---- �I �� BARRIER (TYP.) r z EXIST. FOUNDATION • I 1=' - --- ----- MATCH TOP Ci FIELD VERIFY. DO (2) NEW #6 VERT. IN NEW (2) #5 CONT. TOP OF EXIST. w _ NOT UNDERMINE ! ! WALL IN GROUTED SOLID CELLS AND BOTTOM FOOTING _ __ EXIST. FOUNDATION = I I=1 h 10 MIL VAPOR 9 DOWELS MATCH WALL VERT. " PROVIDE 48 BAR DIA. LAP 1 -0 BARRIER (TYP.) o iv SPLICE AND ACI HOOKS INTO \FOOTING. #5 AT 12" O.C. DRILL---/ 2'-0" 2p -O" BASE PLATE DETAIL NEW FOUNDATION SEE PLAN AND TOP & BOTTOM AND SCHEDULE EPDXY 6" MIN. INTO ;,� * WELD SIZE EQUAL TO EXIST. F001ING FOOTING. COL. WALL THICKNESS SECi1ON v VERIFY.DO NOT FIELD SECTION 6 UNDERMINE EXIST. SECTION % SEC 1 A®N 3/4"=1'-0" S3.1 FOOTING 1 1 /2 l' -a,, S3.1 S3.1 3/4"=l' -O" 3/4"=1'-0" S3.1 m S II o n w - O 0 8 Lu o .- C/) zwC�9 W N w o J o U r Cis QOM w �Y ALL �ui c`voa z C/) 2.r -..o U o " �0a)E LI... F- Cn fn of a cn c 0 U U) cu cu C Lu U � u I - w w x U) 1— OUTLINE OF EXIST. STEEL COL. &BASE TILT -UP WALL TO a ° �` ��'�'°�°• PLATE (SEE 6/S3.1 & I ' s s w BE REMOVED �a : ""F *',s �d COLUMN SCHEDULE ,� ,' o z FIELD VERIFY CONC. PANEL pie r- - m c9 r. #4 X 20" LG. AT 48" O.C. COLUMN BLOCK-OUT I NEW CMU WALL, SEE n. e w , 'Uj cp u- U z :z co ' �� DRILL AND EPDXY 4" MIN. (FILL IN W/ CONC. I I NEW CONC. SLAB PLAN & SCHEDULE w.�.. , ® Z .,,� - z 1z INTO EXIST. SLAB. PROVIDE NUT, WASHER AND ON GRADE SEE 1 1 2" ` % ' `^ 0 coJ AFTER ,COL. ERECTION) I 1 1 /2 EQ. EQ. / LEVELING NUT. TYPPLAN LL ( ) I I DOVETAIL ANCHORS 1/2" PJF CONC .SLAB S ®�`e._`_M ';1 ,.��"` o C/) T EXIST. SLA MATCH EXIST. �- -- -- -- X --x—x x x-- SPACED VERTICALLY SEE PLAN m ` �� +�-x—x—x—x—x I AT 16 O.C. CIVIL (2)#4 CONT. f/�1111I1111'� x o. (2) #5 X 2'-0* LG. f I 1 TOP. 1 BOT. BOTTOM. TROP & r T SLAB a1 \ I I / z z - M RILL AND x ---x SEE PLAN EXIST. SLAB ON GRADE 1 I EPDXY 6 MIN. INTO -� ili III III= CONC. SLAB SEE = i - FIELD VERIFY. g" M a EXIST. FOUNQATION. PLAN NOTES Nino W I I�h (1)#4 CONT. 10 MIL VAPOR 2 I 2 �� ---- �I �� BARRIER (TYP.) r z EXIST. FOUNDATION • I 1=' - --- ----- MATCH TOP Ci FIELD VERIFY. DO (2) NEW #6 VERT. IN NEW (2) #5 CONT. TOP OF EXIST. w _ NOT UNDERMINE ! ! WALL IN GROUTED SOLID CELLS AND BOTTOM FOOTING _ __ EXIST. FOUNDATION = I I=1 h 10 MIL VAPOR 9 DOWELS MATCH WALL VERT. " PROVIDE 48 BAR DIA. LAP 1 -0 BARRIER (TYP.) o iv SPLICE AND ACI HOOKS INTO \FOOTING. #5 AT 12" O.C. DRILL---/ 2'-0" 2p -O" BASE PLATE DETAIL NEW FOUNDATION SEE PLAN AND TOP & BOTTOM AND SCHEDULE EPDXY 6" MIN. INTO ;,� * WELD SIZE EQUAL TO EXIST. F001ING FOOTING. COL. WALL THICKNESS SECi1ON v VERIFY.DO NOT FIELD SECTION 6 UNDERMINE EXIST. SECTION % SEC 1 A®N 3/4"=1'-0" S3.1 FOOTING 1 1 /2 l' -a,, S3.1 S3.1 3/4"=l' -O" 3/4"=1'-0" S3.1 m S II o n w - O 0 8 Lu o .- LO zwC�9 W N w o w J W w O Z o .- LO zwC�9 W N w o i I I I Ii I III r ....... .... ..... ... ...L..... ...._ _. _ _........ _.......... .,.....,.m... -,w ...� _„.., .w.. .....,.,,,.,. .,.._ .. ........ , .... _..., .,.. .,.... Q CJ �)cd NEW STOREFRONT OPENING _---•.- NEW STOREFRONT OPENING 00 Wd ram » p " 3-0 8-5 2-10 qa �� EXIST. -PANEL TO BE REMOVED o o EXIST. PANEL TO BE REMOVED » _ ,� ,- „ • �-+ � r 27 1 1 2 bA 27 -1 1 2 ---------- .r. w ___-- --- __-----...------------------, T PANEL � � T PANEL I 0 E I 0rMM4 W v�0 CL 6" STAGGERED* n p EXISTING 7--1 4 TILT -UP I �" � 23'-11 1/4" TYP. U.N.O. r' / _ - -- -- - -- -- - 23 -11 1 4 -- - cr NEW C8 X 11.5 EA. CONC. PANEL, FIELD VERIFY 'ST BRG.I JpiST BRG. SIDE OF WALL JOI. n 8» 8» 4» 6» 6" 4" 8" $" » I I z 1 ®w. . e+ �► SEE ARCH I I /-OUTLINE OF PANEL TO BE REMOVED SHOWN DASHED 1 NEW C.M.U. FLUSH W/ EXTERIOR FACE 1 , I OF EXIST. PANEL I I 3/4"0 X A307EXIST. CONCRETE DOWELS MATCH WALL VERT. THRU BOLTS TILT -UP PANEL, PROVIDE 48 BAR DIA LAP GRIND EXPOSED REINF. � GRIND EXPOSED REINF. FIELD VERIFY &PATCH AS REQ'D SPLICE, .DRILL &EPDXY &PATCH AS REQ'D 4" MIN. INTO EXIST. TILT -UP ' I I s 3.2 WALL OUTLINE OF PANEL TO BE NEW 8" CMU INFILL REINF. W/ REMOVED SHOWN DASHED I (1)#5 VERT. EA. END AND #5 VERT. AT 24" O.C. MAX. 1N GROUTED10'-0" 10'-0" n MAX. CELLS & 9 GA. HOT DIPPED GALV.------------------- I 1 � � T OPENING T OPENING LADDER TYPE HORIZ. JOINT REINF. AT EXISTING TILT -UP 5 -0 SEE ARCH » INT REINF. TO 16 O.C. ATTACH JO j EXISTING JAMBS W/ DOVETAIL FIELD'' VERIFY L ANCHORS AT 16" O.C. I I I I NEW C -SHAPE, SEE 1/S3.2 DOWELS MATCH WALL VERT. I I 1 PROVIDE 48 BAR DIA. LAP SPLICE DRILL & EPDXY 4" MIN. NEW 8" C.M.U. INFILL, NEW 8" C.M.U. INFILL, INTO EXIST. FOOTING. SEE DETAIL 2/S3.2 SEE DETAIL 2/S3.2 I I I I I I THRU BOLTS, SEE I 1 I 1/S3.2 I I I T EXISTING - - - r r ✓ , SLAB = o' -O" 2'-0" 6'-0" 3'-10" 3'-10" 6'-0" 2'-091 T EXIST. FTG 11'-10" 11'-10" -0, 0" SECTION FIELD VERIFY SECTION (`0_2 SECTION 3 ELEVATION K4 ELEVATION 5 3/4"=1'-0'* S3.2 3/4"=1'-0" ��.2N.T.S. S3.2 N.T.S. S3.2 CL COL. BASE PL CL COL BASE PL COL. BASE PL 'Irf jj_ q 3/4"0 A307 A.B. METAL STUDS, SEE METAL STUDS, SEE-s,,I I TOP 5" THREADED AND FRAMING NOTES FRAMING NOTES I I I I PROJECTED AND 9" MIN. ON S0.1 I I ON SO.1 I i I I I I EMBEDMENT W/ 3" NOOK 0 I I Q HSS COLUMN, SEE PLAN 0 I I O HSS COLUMN, SEE PLAN I I I TILT -UP WALL BEYOND STUD SHEATHING, STUD SHEATHING, , SEE ARCH I I COLUMN ..BLOCK-OUT SEE ARCH I I COLUMN 13LOCK-OUT FILL IN W/ CONC. I I STEEL COL. &BASE (FILL IN W/ CONC. I I ( PROVIDE NUT, WASHER — PLATE (SEE 11/S3.2) #4 X 20" LG. AT 48" O.C. - - AFTER COLUMN ERECTION) I I AFTER COLUMN ERECTION) AND LEVELING NUT (TYP.) I I DRILL AND EPDXY 4" MIN. J T. TILT -UP PANEL I I n i I COLUMN BLOCK-OUT INTO EXIST. SLAB. FIELD I I ( 1 /2 PJF I I FILL IN W/ CONC. ' FIELD VERIFY STEEL COL. &BASE STEEL COL. &BASE I ( 00 PLATE (SEE 11/S3.2) I �� AFTER COLUMN ERECTION) EXIST. SLAB ON GRADE PLATE (SEE 11 /S3.2) PAV'T, SEE I I s #4 X 20" LG. AT 48" O.C. C LT, SEE I I WWF CIVIL I I I WWF CONC. SLAB ON ( I NEW CONC .SLAB FIELD VERIFY. „ 1/2- ISOLATION JOINT GRADE SEE PLAN SEE PLAN) DRILL AND EPDXY 4 MIN. I (SEE PLAN) I i (SEE PLAN) OL T SLAB INTO EXIST. SLAB. I I T SLAB I T SLAB NEW CONC. SLAB - - x X SEE PLAN.. �_ x x SEE PLAN �- �--- �--- i I x x EXIST. SLAB ONGRADE x X - A. MATCH EXIST. ON GRADE SEE \ /\ I I x \ /\/ I ( /x \/ \ �\ ,�\ I I a FIELD VERIFY. PLAN �\ /, / I \\ r'10 MIL VAPOR \ i, I I 1/�� 10 MIL VAPOR x 1 SLA" x 1 i\ BARRIER (TYP) z I I 2 P BARRIER (TYP) z I ( I 2 P 1 T EXIST.�. �L� TT/SLAB I I 2 o �- o x MATCH EXIST, Y —x—x x—x—x—9 Y SEE PLAN I I I PROVIDE NUT, WASHER z o '00 w z AND LEVELING NUT (TYP.) z ? 10 MIL VAPOR 8" (1)#4 CONT. MATCH TOP o Y BARRIER (TYP.) " ---- -- -- - f - -- OF EXIST. z N z N #5 AT 12 O.C. CONT. FOOTING TOP AND BOTTOM �� �� \_ PROVIDE NUT, WASHER AND LEVELING NUT (TYP.) N (TYP.) AND LEVELING NUT TYP. - - - - - - PROVIDE 3" MIN. o CONC. COVER FOR � _ BASE PLATE FOR FTG. SIZE AND REINF. i T5 AT 12" O.C. TRANSV. FOR FTG. SIZE AND REINF. r� OP & BOTTOM, DRILL AND v v SEE FOUNDATION PLAN AND FTG. SCHEDULE SEE FOUNDATION PLAN AND FTG. SCHEDULE EPDXY 6" MIN. INTO EXIST. FOOTING, FIELD r� EXIST. FOOTING VERIFY. DO NOT FOR FTG. SIZE AND REINF. i7 UNDERMINE EXIST. SEE FOUNDATION PLAN AND FTG. SCHEDULE FOOTING s SECTION 6 SECTION KT'SECTION 8 SECTION 9 3/4"=1'-0" S3.2 3/4"=1'-0" S3.2 3/4„=1'-0" 53.2 3/4"=1'-0" S3.2 -s #4 X 20" LG. AT 24" O.C. 0 DRILL AND EPDXY 4" MIN. INTO FOOTING 0 STOREFRONT, SEE ARCH1 1 /2" 1 1/2" EQ. EQ. #4 X 20" LG. AT 24" O.C.( E E (2)#4 CONT. DRILL AND EPDXY 4" MIN. 1/2" PJF 1/2" PJF „ 1 TOP, 1 BOT. INTO EXIST. SLAB. NEW CONC .SLAB NEW CONC .SLAB $ 1/2 PJF PAV'T SE (SEE PLAN) PAV'T SE (SEE PLAN) NEW CONC .SLAB - {- 3 4"x12"x12" CIVIL (SEE PLAN) EXIST. SLAB ON GRADE BASE PLATE CIVIL �'"�✓! Ta CONC. SLAB ON FIELD VERIFY. ar T SLAB T SLAB IN w w AT HSS 6x6 N. SEE ARCH SEE ARCH® p y * � GRADE SEE PLAN - -- -- -- -' T SLT SLAB0 1"Ox14Mx14" x - - —11I—III-_I ,°, ta. 6,��� o z X Xr----X X x 'r MATCH EXIST. BASE PLATE I * Cry W w --��� _ III III I • •� - Q O- =1-� I_ - w AT HSS 8x8 , ca o ..- m c� n : \ COLUMN. 1 1 . ,. z zo oz --- I 1 T r o LL $ N (1)#4 CONT. 1 -0 / I (1)#4 CONT. 1 O = a \,�\r (1)#4 CONT. BASE PLATE DETAIL L------------- ------ ----- ----- ----1 10 MIL VAPOR BARRIER (TYP.) * WELD SIZE EQUAL TO y 1'-0" COL. WALL THICKNESS a EXISTING FOOTING, REMOVE AS REQ'DcF FOR NEW THICKENED EDGE SECTION r,6SECTION 11 SECTION 12 SECTION 13 . �.2 S3.2 3/4'"-1' 0" S32 3/4„ 1, 0,. 2 _ _ S3.2 -� 3/4#9=19-09# -z s d E LD a g a a fi w n a 0 w a w J W 0 Cn c O O W U - N W C3 RC V = cu per.. A O �(D IL I� c M W � N cu —0 mg O � 0 d �A1UJZ3 WOc z (V co 'z'—' N O U U_ a 0 w a w J W 0 Cn c O U - N W C3 RC V = w per.. A O 0 cu W cu U_ w J . 0 W Lu cn a 0 w a w J W 0 p z N- Z LLI - N W C3 RC V = w per.. A O 0 a ■ S3.2 / TABLE SPAN L SIZE UP T04--0" L3x3x3/16 O : 6'-1" TO 8'-0" L5x3x1 /4 (LLV) 8'-1" TO 10'-O" L6x4x5/16 (LLV) HVAC UNIT SUPPORT L6x4x5/16 (LLV) HEADED STUDS W24, W27 18 6 1/2 x 15 x 2'-0" LG U `- L-1 TABLE SPAN L SIZE UP T04--0" L3x3x3/16 4'-1" TO 6'-0" L4x3x1/4 (LLV) 6'-1" TO 8'-0" L5x3x1 /4 (LLV) 8'-1" TO 10'-O" L6x4x5/16 (LLV) HVAC UNIT SUPPORT L6x4x5/16 (LLV) 1 5 CONT. o L 3X3X1/4" EA. SIDE 0 JST. GDR. VERT. REINF. SEE FOUNDATION PLAN a L 2X2X1/4" EA. SIDE O K -JOIST a , n NOTES. o r N 8X8XJ CAP PLATE U EXIST. JOIST GIRDER, GENERAL CONTRACTOR SHALL TAKE EVERY #' p PRECAUTION TO NOT DAMAGE JOIST SEAT DURING REMOVAL OF v w EXIST. TILT -UP PANEL E 3/16 NEW METAL DECKw v d EXIST. METAL DECK NEW METAL DECK SEE PLAN, FIELD VERIFY EXTEND FOR 1 U v NEW STL. JOIST SEE PLAN 2" BAY INTO EXIST +0., w 3 SEE PLAN » ROOF FRAMING : L6X4X5//16 HVAC UNIT _ cW(11 5 CONT. -- ------ - --- -, SUPPOF�T -----------� 3 SIDES TVP - U --SHAPED PRECAST a < n ° > <^. 1 4 c _- n�---.17AR11=5----------------------; ,r --------------------- , / CONCRETE LINTEL, 2500------------ �_� P.L.F. COMPOSITE FULLY GROUTED I[o) CONT. JOIST BE - CAPACITY. STEEL BEAM, SEE r VERT REINF. SEE PLAN O FOUNDATION PLAN , ., , � ; ; i. � � � � ,%,", �......:, I VERT. REINF. SEE 1 6 CONT. O a ®, o FOR SIZE AND LOCATION X . NOTES. , + 1 ; ' ' TYP OF REQUIRED ROOF FOUNDATION PLAN O 0 - VERT. REINF. SEE` O p G' cV I r N R Ul FULLY GROUTED OPG VERIFY W MECH L >; N I NOTES. J / FOUNDATION PLAN " DWGS. AND OR MVAC �_ s. 0 o T` d 2 - MAX..`. MANUFACTURER 1 5 CONT. N NOTES. N " . , �` I , �' co 1 CONT_ I >, r CANT. 3/8 KNIFE PLATE w NOTE: WHERE DISTANCE FROM 00 W/ (4) 3/4"0 A325 ! - PANEL POINT DOES NOT EXCEED IX p BOLTS _________________ _______-----_- _-_---_-- - --_ ___=_____; 6" FOR JST. GIRDER OR 3" FOR 1 5 CONT. U -SHAPED PRECAST U -SHAPED PRECAST -- - - -- -- -- - -- - - K -JOIST, STRUC. IS NOT NEEDED. CONCRETE LINTEL, 2500 p p P.L.F. COMPOSITE CONCRETE LINTEL, 2500 , EXIST. STEEL JOIST, TYP JST JST GIRDER f'APACCTOIMPOSITE I FIELD VERIFY SEE TABLE CAPACITY. TYP I+ ►-- Ld V) STEEL I -OPENING I FOR 1/4 I 1 I Q -SHAPED PRECAST CONCRETE LINTEL, 2500 I RTU 1 4 c _- n�---.17AR11=5----------------------; ,r --------------------- , / CONCRETE LINTEL, 2500------------ �_� P.L.F. COMPOSITE FULLY GROUTED I[o) CONT. JOIST BE - CAPACITY. STEEL BEAM, SEE r VERT REINF. SEE PLAN O FOUNDATION PLAN , ., , � ; ; i. � � � � ,%,", �......:, I VERT. REINF. SEE 1 6 CONT. O a ®, o FOR SIZE AND LOCATION X . NOTES. , + 1 ; ' ' TYP OF REQUIRED ROOF FOUNDATION PLAN O 0 - VERT. REINF. SEE` O p G' cV I r N R Ul FULLY GROUTED OPG VERIFY W MECH L >; N I NOTES. J / FOUNDATION PLAN " DWGS. AND OR MVAC �_ s. 0 o T` d 2 - MAX..`. MANUFACTURER 1 5 CONT. N NOTES. N " . , �` I , �' co 1 CONT_ I >, r CANT. 3/8 KNIFE PLATE w NOTE: WHERE DISTANCE FROM 00 W/ (4) 3/4"0 A325 ! - PANEL POINT DOES NOT EXCEED IX p BOLTS _________________ _______-----_- _-_---_-- - --_ ___=_____; 6" FOR JST. GIRDER OR 3" FOR 1 5 CONT. U -SHAPED PRECAST U -SHAPED PRECAST -- - - -- -- -- - -- - - K -JOIST, STRUC. IS NOT NEEDED. CONCRETE LINTEL, 2500 p p P.L.F. COMPOSITE CONCRETE LINTEL, 2500 , EXIST. STEEL JOIST, TYP JST JST GIRDER f'APACCTOIMPOSITE I FIELD VERIFY SEE TABLE CAPACITY. TYP I+ STEEL JOIST STEEL JOIST STEEL JOIST DBL. K.0 BLOCK W DBL.: KA BLOCK W/ SEE PLAN SEE PLAN SEE PLAN (1)#6 CONT. TOP (1)#6 CONT. TOP AND BOT. AND<BOT 7X7X3/8" EMBED 7X7X3/8" EMBED 7X7X3/8" EMBED GROUT SOLID STEEL JOIST, GROUT SOLID STEEL JOIST, PLATE W/(2)-5/8"0 PLATE W/(2)-5/8"0 PLATE W/(2)-5/8»0 SEE PLAN SEE PLAN X 5" LG. H.S. SEE X 5" 'LG. H.S. SEE X 5" LG H.S. SEE „ DETAIL A A DETAIL A -A DETAIL A -A L2 -1/2X2 -1/2X1/4 L2 -1/2X2 -1/2X1 /4 (2)-5/8"0 X 4" EMBED (2)-5/8"0 X 4" EMBED 2 DBL. K.0 BLOCK W/(1) DBL. K.O BLOCK, W/(1) DBL. K.0 BLOCK W/(1) EXP. BOLTS EXP. BOLTS ,9 #6 CONT. TOP AND BOT. i #6 CONT. TOP AND BOT. GROUT SOLID GROUT SOLID i Y ROUTNSOLIDTOP AND BOT. Y 8" C.M.U. WALL, SEE PLAN 8" C.M.U. WALL, SEE PLANd S2 Ef g a v 8" C.M.U. WALL, SEE PLAN 8" C.M.U. WALL, SEE PLAN 8" C.M.U. WALL, SEE PLAN 1,. CONCRETE LINTEL, SEES' „` <,� � CONCRETE LINTEL, SEE DETAIL '$A -At' DETAIL $$A_A» PLAN & SCHEDULE DETAIL ,$A -A„ PLAN & SCHEDULE OL n m SEE ARCH. Ak SEE ARCH. « SEC 0 TION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 3/4" 1.-0" S4.1 3/4" = l p -poi S4.1 3/4" = 1'-0" S4.1 3/40# = 1'-0" S4.1 - p. S4.1 / 3/4,. 10 s m � L SECTION 7 3/4" = 1'-0" S4-1 STEEL BEAM TO CONCRETE CONNECTION SCHEDULE STEEL STEEL CUP ANGLE CONNECTION CONCRETE EMBED ' -SHAPED PRECAST CONCRETE LINTEL, 2500 q 5/16 ANGLE LENGTH (IN) BOLTS EMBED PLATE HEADED STUDS W24, W27 18 6 1/2 x 15 x 2'-0" LG p ®U CHORD SUPPORT `- L-1 L" 1 "� TYP (9) 3/4" DIA IN (3) ROWS i i 12 NEW STABILIZER PLATE 1/2 x 15 x 1'-3" LG (9) 3/4" DIA IN (3) ROWS W12, HSS8X6M L6X4X516 HVAC UNIT 3 N P.L.F. COMPOSITE CAPACITY. (6) 3/4" DIA IN (2) ROWS STL JOIST 5/16 N/A ; 4 3/4' DIA 1/4 X 4 X 4 DO NOT WELD Q/ i- 0 (n SUPPORT FOR LOADS ® OTHER THAN PANEL POINT LOCATIONS 2 MINIMUM EDGE DISTANCE FROM CL OF STUDS TO FACE OF CONCRETE SHALL NOT BE LESS THAN 4" WITHOUT APPROVAL BY ENGINEER 3 PROVIDE NELSON TYPE STUDS OR APPROVED EQUAL BY ARCHITECT 4 FOR HSS8X6, ANGLES AND BOLTS ARE NOT REQUIRED. PROVIDE EMBED PLATE AND i WELD ALL AROUND. JOIST GIRDER BOT. CHORD TYP. ROOF OPENING N c 1 To PLATE POUR SOLID W/ CONCRETE S" C.M.U. PRECAST LINTEL SCHEDULE 12" C.M.U. PRECAST LINTEL SCHEDULE I I HVAC /� SUPPORT FMC. o HSS COLUMN EMBED I MASONRY WALL EMBED PLATE AND NOTES: N.T.S. NOTES: N.T.S. SEE PLAN 1. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. 1. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. STEEL BEAM CONNECTION SEE SCHEDULE THIS SHEET BEAM, SEE PLAN 2. VERIFY W/ ARCH'L DWGS. FOR SIZE & LOCATIONS OF OPENINGS. 2. VERIFY W/ ARCH'L DWGS. FOR SIZE & LOCATIONS OF OPENINGS. 12x12x1/2 PLATE W/(4) 3. PROVIDE 8" MIN. BEARING ® EACH END. 3. PROVIDE 8" MIN. BEARING ® EACH END. SECTION " 6'-0" LG. DBL. KNOCK -OUT BLOCK CONT. WITH CONCRETE BLOCK-OUT NEW 7-1 /4x13x1 /2 NEW HSS COLUMN, --\ ; 3/4.. = 1'-0" S-11 1 4 5/8"0 X 4 EMBED EXP. " BOLTS INTO EXIST. 7 -1/4 - /WALL OL /WALL OL T WALL �_ T/WALL (2) #5 EACH COURSE SEE PLAN SEE PLAN „ SEE CONNECTION TO MASONRY" DETAILS THIS Ss-�EET. SEE PLAN SEE PLAN SEE PLAN ; I ; 1 { THICK TILT -UP PANEL mg K.0 BLOCK W/(1)#6 CONT. K.0 BLOCK W/(1)#6 CONT. K.0 BLOCK W/(1)#6 CONT. K.0 BLOCK W/(1)#6 CONT. i GROUT SOLID GROUT SOLID LGROUT SOLID GROUT SOLID L3X3X1/4XCONT. ATTACHED W/ L3X3X1/4XCONT. ATTACHED W/ L3X3X1/4XCONT. ATTACHED W/ L3X3X1/4XCONT. ATTACHED W/ L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA. X 4" EMBED EXP. BOLTS 5/8" DIA. X 4" EMBED EXP. BOLTS 5/8" DIA. X 4" EMBED EXP. BOLTS 5/8" DIA. X 4" EMBED EXP. BOLTS 5/8" DIA. X 4" EMBED EXP. BOLTS IN HILT] HY150 MAX. ® 24" O.C. 1N GROUTED CELLS ® 24" Q.C. IN GROUTED CELLS ® 24" O.C. IN GROUTED CELLS ® 24" O.C. IN GROUTED CELLS ® 24" O.C. IN GROUTED CELLS 3/16 C.M.U. WALL, ADHESIVE ANCHORING METAL DECK, 3/16 METAL DECK, 3/16 V METAL DECK, W -BEAM SEE PLAN SYSTEM SEE PLAN SEE PLAN METAL ROOF DECK METAL ROOF DECK BM TO EMBED { _ - SEE PLAN SEE PLAN DBL ANGLE SECTION r8 SECTION JST. BRG. SECTION KiO OL JST. BRG OL JST. BRG. CONNECTION SEE PLAN , SEE PLAN SEE PLAN �* POCKET C.M.U. POCKET C.M.U. POCKET C.M.U.BRIDGING 3/4.. = 1.-po. T'T 3/4" = 1'-O" S4.1 3/4" = 1 '-Olt -11 m BRIDGING TO ALLOW FOR TO ALLOW FOR TO ALLOW FOR ,.. SEE PLAN SEE PLAN EMBED PLATE & REINF. EMBED PLATE & EMBED PLATE & '.MY E JOIST SEAT a JOIST SEAT JOIST SEAT, STEEL JOIST STEEL JOIST STEEL JOIST DBL. K.0 BLOCK W DBL.: KA BLOCK W/ SEE PLAN SEE PLAN SEE PLAN (1)#6 CONT. TOP (1)#6 CONT. TOP AND BOT. AND<BOT 7X7X3/8" EMBED 7X7X3/8" EMBED 7X7X3/8" EMBED GROUT SOLID STEEL JOIST, GROUT SOLID STEEL JOIST, PLATE W/(2)-5/8"0 PLATE W/(2)-5/8"0 PLATE W/(2)-5/8»0 SEE PLAN SEE PLAN X 5" LG. H.S. SEE X 5" 'LG. H.S. SEE X 5" LG H.S. SEE „ DETAIL A A DETAIL A -A DETAIL A -A L2 -1/2X2 -1/2X1/4 L2 -1/2X2 -1/2X1 /4 (2)-5/8"0 X 4" EMBED (2)-5/8"0 X 4" EMBED 2 DBL. K.0 BLOCK W/(1) DBL. K.O BLOCK, W/(1) DBL. K.0 BLOCK W/(1) EXP. BOLTS EXP. BOLTS ,9 #6 CONT. TOP AND BOT. i #6 CONT. TOP AND BOT. GROUT SOLID GROUT SOLID i Y ROUTNSOLIDTOP AND BOT. Y 8" C.M.U. WALL, SEE PLAN 8" C.M.U. WALL, SEE PLANd S2 Ef g a v 8" C.M.U. WALL, SEE PLAN 8" C.M.U. WALL, SEE PLAN 8" C.M.U. WALL, SEE PLAN 1,. CONCRETE LINTEL, SEES' „` <,� � CONCRETE LINTEL, SEE DETAIL '$A -At' DETAIL $$A_A» PLAN & SCHEDULE DETAIL ,$A -A„ PLAN & SCHEDULE OL n m SEE ARCH. Ak SEE ARCH. « SEC 0 TION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 3/4" 1.-0" S4.1 3/4" = l p -poi S4.1 3/4" = 1'-0" S4.1 3/40# = 1'-0" S4.1 - p. S4.1 / 3/4,. 10 s m � L SECTION 7 3/4" = 1'-0" S4-1 STEEL BEAM TO CONCRETE CONNECTION SCHEDULE STEEL STEEL CUP ANGLE CONNECTION CONCRETE EMBED CONNECTION BEAM SZE c w ANGLE LENGTH (IN) BOLTS EMBED PLATE HEADED STUDS W24, W27 18 6 1/2 x 15 x 2'-0" LG 12 3 4 DIA IN (4) ROWS W18. W21 15 5 1/2 x 15 x 1'-6" LG (9) 3/4" DIA IN (3) ROWS W}4, W16, 12 4 1/2 x 15 x 1'-3" LG (9) 3/4" DIA IN (3) ROWS W12, HSS8X6M 9 3 1/2 x 15 x 1'-3" LG (6) 3/4" DIA IN (2) ROWS STL JOIST SEE SECT N/A 1/2 x 12 x 1'-0" LG 4 3/4' DIA TO CONC Q/ i- 0 (n IN 2 ROWS NOTE: 1 ALL STUDS ARE 5" AND EQUALLY SPACED WITH MINIMUM EDGE DISTANCE OF 1 1/2" 2 MINIMUM EDGE DISTANCE FROM CL OF STUDS TO FACE OF CONCRETE SHALL NOT BE LESS THAN 4" WITHOUT APPROVAL BY ENGINEER 3 PROVIDE NELSON TYPE STUDS OR APPROVED EQUAL BY ARCHITECT 4 FOR HSS8X6, ANGLES AND BOLTS ARE NOT REQUIRED. PROVIDE EMBED PLATE AND HEADED STUDS AS SCHEDULED. ATTACH HSS TO. EMBED PLATE W/ 5/16" FILLET WELD ALL AROUND. BOLTS INTO EXIST. 7-1 /4 _ , + GROUT SOLID GROUT SOLID 9" WIDE X 1/2" THICK A325 BOLTS / ii THICK TILT -UP PANEL g PLATE (FY - 50 KSI) 1 /4 \ a > °" p ° `° '�✓, I AT COPING OF W24 1/4 �.4;.,._'.��� L3X3X1/4XCONT. ATTACHED W/ 3/8„ STIFFENER T BEAM i. ¢ w 5/8" DIA. X 4" EMBED EXP. BOLTS EA. SIDE OF BEAM OIL T BEAM + SEE PLAN4,, h FS,,. w o- ® 24" O.C. IN GROUTED CELLS SEE PLAN 1 1 2" 1 1 2" o '` x m CD ,. METAL DECK, o <[ zz- U TYP. TYP. w w SEE PLAN T BEAM 3/8" STIFFENER EA. - ® ® r .; `, I - C�" ---- z d SEE PLAN " �.' ;� = z o SIDE 1 -6 NEW STEEL BEAM ,,`e o z » TYP. SEE PLANcn LL NEW W27 BEAM, 1 (3) 1 /2" 1 4 �'o �c �� � SEE PLAN STIFFENERS » r _ a PROVIDE 13" WIDE 1 1/2" EA. SIDE N X 30" TALL BLOCK 14x14x3/4 PLATE TYP, \ NEW HSS BEAM �s - 1 4 OUT IN EXIST. PANEL W/(4) 3/4"0 A325 4 SEE PLAN a STEEL BEAM FOR NEW BM. BRG. BOLTS ' • SEE PLAN + I ® T BEAM cF o • o W c w (n C-5 IL tl I La00 NEW W24 STEEL BEAM, 1 1/2- 0 - SEE PLAN w w ¢ W op. - -- - �14 IaJi z W ob T PARAPET EXIST. TILT -UP PANEL T ~ v O d1 E c FIELD VERIFY SEE PLAN T BEAM SEE PLAN K 0 BLOCK W/(1)#6 CONT 12x12x1/2 PLATE W/(4) (2) L4x4x3/8 5/8"0 X 4" EMBED EXP. W/(3) 3/4"0 $ o a Q/ i- 0 (n BOLTS INTO EXIST. 7-1 /4 _ , + GROUT SOLID GROUT SOLID 9" WIDE X 1/2" THICK A325 BOLTS / ii THICK TILT -UP PANEL g PLATE (FY - 50 KSI) 1 /4 \ a > °" p ° `° '�✓, I AT COPING OF W24 1/4 �.4;.,._'.��� L3X3X1/4XCONT. ATTACHED W/ 3/8„ STIFFENER T BEAM i. ¢ w 5/8" DIA. X 4" EMBED EXP. BOLTS EA. SIDE OF BEAM OIL T BEAM + SEE PLAN4,, h FS,,. w o- ® 24" O.C. IN GROUTED CELLS SEE PLAN 1 1 2" 1 1 2" o '` x m CD ,. METAL DECK, o <[ zz- U TYP. TYP. w w SEE PLAN T BEAM 3/8" STIFFENER EA. - ® ® r .; `, I - C�" ---- z d SEE PLAN " �.' ;� = z o SIDE 1 -6 NEW STEEL BEAM ,,`e o z » TYP. SEE PLANcn LL NEW W27 BEAM, 1 (3) 1 /2" 1 4 �'o �c �� � SEE PLAN STIFFENERS » r _ a PROVIDE 13" WIDE 1 1/2" EA. SIDE N X 30" TALL BLOCK 14x14x3/4 PLATE TYP, \ NEW HSS BEAM �s - 1 4 OUT IN EXIST. PANEL W/(4) 3/4"0 A325 4 SEE PLAN a STEEL BEAM FOR NEW BM. BRG. BOLTS ' • SEE PLAN + I ® T BEAM cF A -AfY ADDITIONAL #6's ADDITIONAL ,#6's VERTICAL VERTICAL a EMBED PL PER STL BM TO CAST IN PLACE CONC. CONNECTION SCHEDULE CONCRETE CONNECTION TO MASONRY (UNLESS NOTED OTHERWISE) o • o W w w w IL Q I i 1 1/2- 1 1/2- SEE PLAN IaJi 3/8" STIFFENER + 1 TYP. TYP. w BLOCK-OUT MASONRY AND CENTERED EA. SIDE POUR SOLID W/ CONCRETE I I I o AT EMBED I MASONRY WALL EMBED PLATE AND NEW W27 STEEL STEEL BEAM CONNECTION SEE SCHEDULE THIS SHEET BEAM, SEE PLAN 1 4 ; 12x12x1/2 PLATE W/(4) » 4 " 6'-0" LG. DBL. KNOCK -OUT BLOCK CONT. WITH CONCRETE BLOCK-OUT NEW 7-1 /4x13x1 /2 NEW HSS COLUMN, --\ ; I 1 4 5/8"0 X 4 EMBED EXP. " BOLTS INTO EXIST. 7 -1/4 - IN. (2) #5 EACH COURSE „ SEE CONNECTION TO MASONRY" DETAILS THIS Ss-�EET. STEEL STEEL PLATE W/(4) „ „ 5/8-0 X 5 EMBED SEE PLAN ; I ; 1 THICK TILT -UP PANEL HILTI HAS RODS i m (WELDED TO PLATE) IN HILT] HY150 MAX. --- C.M.U. WALL, ADHESIVE ANCHORING W -BEAM SEE PLAN SYSTEM BM TO EMBED { _ - DBL ANGLE SECTION r8 SECTION 9 SECTION KiO SECTION11 CONNECTION 3/4" = 1'-0" 54.1 3/4.. = 1.-po. 54.1 3/4" = 1'-O" S4.1 3/4" = 1 '-Olt -11 m REINF. E MASONRY A -AfY ADDITIONAL #6's ADDITIONAL ,#6's VERTICAL VERTICAL a EMBED PL PER STL BM TO CAST IN PLACE CONC. CONNECTION SCHEDULE CONCRETE CONNECTION TO MASONRY (UNLESS NOTED OTHERWISE) Zti o C~7 rnZ N o W w w w IL Q O U IaJi - w Zti o C~7 rnZ N o W w w IL Q O U �y a Q C> EXIST. METAL. DECK, Q FIELD VERIFY7�\t301 0 N y 3/16 � � � � o, l II EXIST.. STEEL JOIST, II EXIST. STEEL JOIST, - o' II FIELD VERIFY it FIELD VERIFY ® A ,r}��, D v ho U . 1/4- CAP PLATE w ® N n Lo 10 WELD AT ROD ENDS 1/4 _ C 1/4 x 0 i A • 3/4"0 X 25•_0" LONG ROD EACH SIDE 3/16 co 7 1 4 S4.2 TOP AND BOTTOM CENTERED ABOUT U c / " j JOIST MIDSPAN. 0 �' 3 _ ;� 1/4. EXIST. DECK w T HSS BEAM /-- It I 3 SEE. PLAN �,. .k.�T,�HSS BEAM � U NEW 2-1 2x2-1 2x5 16KA ,� .__ Y SEE PLAN NEW 2 L 2-1 2 x 2-1 2 x 3 16 EXIST. STEEL JOIST //�� WEB REINFORCEMENT ENTIRE / 5 SEE PLAN. FIELD VERIFY 4�/�ON S4.2 EACH. SIDE OF NEW / ; � ;/ 54.2 STEEL COLUMN _ -i LENGTH OF EXIST. JOIST. 3/4" 1'_..0,, 54.2 - - - _... __ HSS 12x6 BEAM (LSH) � � � � HSS 12x6 BEAM (LSH) - --- - - - ____-___L11__-1L�L=_ F �1 _1�=1r =1� 1 11� 1J-- L - -- C \ - -� L = /--\ -�1 C — --� t -ZL =1 SECTION --\TYP. \ NTS NEW 7-1/4x14x1/2 H o 4 1/2 NOTCH STEEL PLATE W/(6) TYP. / FOR BEAM 5 16 1 /2.0 X 4-1/2- EMBED r BEARING HILTI HAS RODS (WELDED TO PLATE) / t, IN HILTI HY150 MAX, - - ADHESIVE ANCHORING �� -- -- - — --- --- _- __------------- --------- ----- - --- — ----- NEW HSS COLUMN, SEE PLAN SYSTEM 1/4 HSS 6x6 BEAM AT STOREFRONT / / /- HSS 6x6 BEAM AT STOREFRONT EXIST. JST. GIRDER NOTE: WHERE DISTANCE FROM cZrr PI AN T HSS BEAM ,; ;%' ': ELEVATION SLOT EXIST. STEEL JOISTS, ✓ N w ... / :. ........ to w . :. ,\ .........:............. cn w / \ TUBE AS RE D FIELD VERIFY Y SEE PLAN 3 16 N w REQ 'D N = N / „ ,ti,1------------ J JOIST SEAT L4x4x3 8 X 5 L �- =-_=- _\\ \ FOR CONNECTION NEW HSS 3x3x1/4 " � G I//II , - _.. _ - ,, _- / �51 6� W/ (2) 5/8"0 X 4 EMBED EXP. BOLTS --'- NEW L 4x4x1/4 NEW L 4x4x3/8 X 5"LG. AT EACH JOIST s W/ 3/8" STIFFENER 1 4 ' 4 SECTION 10 BRACED FRAME ELEVATIONK"09 g 8 4" = 1'-0" S4.2 NEW HSS BEAM, SEESECTION 3. PLAN � � N.T.S. S4.2 / U off NEW HSS COLUMN BEYOND, SEE PLAN : 3 NEW HSS 4x4x3/8 CONNECTED SECTION % TO TOP OF HSS POST 3/409 = 1,-O„ S4.2 PROVIDE METAL STUDS INFILL, SEE FRAMING NOTES ON S0.1 I � s SHEATHING, SEE ARCH s TYP 1 4 TYP 1 4 I � � 3"� STD PIPE AT NEW HSS 4x4x5/16 AT 3"0 STD ; PIPE BRACE LOCATIONS, SEE PLAN 5'-0" O.C. MAX. (GALVANIZED) COORDINATE W/ i EXIST ROOFTOP EQUIPMENT, SEE i MSS COLUMN, i SEE PLAN 5 16 PLAN HSS BRACE, SEE j ELEVATION SLOT TUBE AS REQ'D , �' 1 i i s / FOR CONNECTION i 1 3/8" GUSSET PLATE -,,I / / , i i M 0 }.► U c cu 0 c w V J 0— w w F_ cn '5 AT 5'-0" O.C. / NEW HSS 4x4x3/8 BETWEEN NEW C12 X 2 - , j j� N EACH HSS POST 5/16 , I - Z CHANNEL TO 1 4 i r. U. � 0 - '°z G z oz a w W -SHAPE i i m gat w I SEE PLAN . ; ® EXISTING JOIST 1 4 `° `° > wok -� x o z --- o TYP ------ -------------------------------------------------------------------------------------------- --- --------- �r° 5 16 __ - -_- --- - 0\ I Sx12x1/2 BOTTOM PLATE `- - - =- - ----- -sOB l I I M1��� a EXISTING METAL DECK, 0 =5/1 FIELD VERIFY II II II II ; II n n v 9x12x1/2 BOTTOM PLATE -- -�- -�- EXIST. STEEL JOIST, FIELD EXIST. STEEL JOIST, FIELD EXIST. STEEL JOIST, FIELD s 1/2" THICK THRU PLATE VERIFY (REINFORCED PER VERIFY (REINFORCED PER VERIFY (REINFORCED PER W/ STD. AISC SHEAR CONNECTION DETAIL ON THIS .SHEET) DETAIL ON THIS SHEET) DETAIL ON THIS SHEET). x SEC110N 11 SECTION 12 3/4.9 _ 1,-0„ S4.2 3/4" - 1'-0'° S4.2 m 9 m s e 8 8 I m S. O ui VJ 0 z w -1--i UJ O N ^^V♦J W w x rr� L /1 4-J w cu ♦ W M N0 ^♦♦ 00 (D'� M cu CY)O 0 � U w .S w p c F- wN N i 0J U 0 }.► U c cu 0 c w V J 0— w w F_ cn '5 AT 5'-0" O.C. / NEW HSS 4x4x3/8 BETWEEN NEW C12 X 2 - , j j� N EACH HSS POST 5/16 , I - Z CHANNEL TO 1 4 i r. U. � 0 - '°z G z oz a w W -SHAPE i i m gat w I SEE PLAN . ; ® EXISTING JOIST 1 4 `° `° > wok -� x o z --- o TYP ------ -------------------------------------------------------------------------------------------- --- --------- �r° 5 16 __ - -_- --- - 0\ I Sx12x1/2 BOTTOM PLATE `- - - =- - ----- -sOB l I I M1��� a EXISTING METAL DECK, 0 =5/1 FIELD VERIFY II II II II ; II n n v 9x12x1/2 BOTTOM PLATE -- -�- -�- EXIST. STEEL JOIST, FIELD EXIST. STEEL JOIST, FIELD EXIST. STEEL JOIST, FIELD s 1/2" THICK THRU PLATE VERIFY (REINFORCED PER VERIFY (REINFORCED PER VERIFY (REINFORCED PER W/ STD. AISC SHEAR CONNECTION DETAIL ON THIS .SHEET) DETAIL ON THIS SHEET) DETAIL ON THIS SHEET). x SEC110N 11 SECTION 12 3/4.9 _ 1,-0„ S4.2 3/4" - 1'-0'° S4.2 m 9 m s e 8 8 I m S. O ui o z w o UJ O N LLJ o w x v w Li CG O Z r o z w o UJ O N LLJ o w x v OVERLAP 5'-0" INTO 3 16 — — EXIST. DECK _ - -- EXIST. METAL DECK, TYP. �...... ' r' =° NEW C12 X 25 CONT. FIELD VERIFY 3 16 EXIST. STEEL JOIST, + + — — — + + + FIELD VERIFY + + + + f =mass=_ ==z�mzw��a L I NEW C12 X 25 CONT. $ NEW BEAM, SEE r- PLAN --- -._- ---- — -- --_ --- ---- - --- --- - _- -- { II II NEW STEEL JOIST, 39" METAL STUDS AT 16"_ SEE PLAN O.C. I „r 2612 NEW C12 X 25 CONT. I 3/16 V NEW L 4x4x3/8 W/ 3/8" - -- " I - ----- 4'"----- --------- -- NEW STL JOIST, SEE _ _ STIFFENER W/(2) 5/8 0 PLAN X 4" EMBED EXP. BOLTS .. L 3x3x1 /4 EXIST. BEAM, AT 5'-0" O.C. FIELD VERIFY I .** NEW BEAM, SEE 3 16 PLAN NEW HSS 4x4x1/4 AT 5'-0" O.C. NEW HSS BEAM, SEE PLAN NEW BEAM, SEE I NEW METAL STUDS, SEE NEW HSS 4x4x1/4 CONT PLAN L FRAMING NOTES ON S0.1 I EXIST. TILT -UP WALL, 3716 FIELD VERIFY* + { SHEATHING, SEE ARCH * + + I I I I I I NEW HSS 4x4x1/4 + + AT 5'-0" O.C. I _ ..... I ' { .t NEW METAL STUDS, SEE I I NEW METAL STUDS, SEE FRAMING NOTES ON S0.1 FRAMING NOTES ON S0.1 NEW METAL STUDS, SEE( NEW METAL STUDS, SEE I SHEATHING, SEE ARCH FRAMING NOTES ON S0.1 FRAMING NOTES ON S0.1 I I \ I ++ * + ++ + f NEW METAL STUDS, SEE I NEW BEAM, SEE . FRAMING NOTES ON 50.1 I PLAN NEW HSS BEAM, SEE PLAN 3 16 SHEATHING, SEE ARCH V' ++----- ------------------ STOREFRONT, SEE ARCH +, NEW HSS COLUMN BEYOND,/-�-- ....__._ SEE PLAN SHEATHING, SEE ARCH E 8 m o zw Z� LLI cow 44 LL qY O Zzm �° 0 LLI U a !. CD M o o o• Lu,., U- ®I�1lllltt���,` 13 - La 28 4,00 LLI p N M O w -SHEATHING,SEE ARCH + bQ __....... NEW METAL STUDS, SEE - v w ......_. + FRAMING NOTES ON SO.1 v _ 44 r^ at -+ + + VJ y NEW METAL STUDS, SEE—\ FRAMING NOTES ON SO.1 v — NEW METAL STUDS, SEE FRAMING NOTES ON SO.1 + + NEW METAL STUDS s SEE + 8"-16GA. METAL JOIST + + FRAMING NOTES ON SO.1 + + AT 16" O.C. I ( SEE DEMO NOTE 5 + + -SHEATHING, SEE ARCH d • NEW METAL STUDS, SEE NEW METAL STUDS, SEE - NEW L 3x3x1 4 W/(2) / FRAMING NOTES ON S0.15/8-03 FRAMING NOTES ON S0.1 " X 4 EMBED 1 6 , .� EXP. BOLTS a T EXIST. K METAL DECK, TYP. NEW METAL STUDS, SFE FRAMING NOTES ON S0.1 NEW C12 X 25 CONT. NEW NEW METAL DECK TO FIELD EXIST. FIELD VERIFY STEEL JOIST,7T-- VERIFY — _ + + + 3 16 + + + OVERLAP 5'-0" INTO 3 16 — — EXIST. DECK _ - -- EXIST. METAL DECK, TYP. �...... ' r' =° NEW C12 X 25 CONT. FIELD VERIFY 3 16 EXIST. STEEL JOIST, + + — — — + + + FIELD VERIFY + + + + f =mass=_ ==z�mzw��a L I NEW C12 X 25 CONT. $ NEW BEAM, SEE r- PLAN --- -._- ---- — -- --_ --- ---- - --- --- - _- -- { II II NEW STEEL JOIST, 39" METAL STUDS AT 16"_ SEE PLAN O.C. I „r 2612 NEW C12 X 25 CONT. I 3/16 V NEW L 4x4x3/8 W/ 3/8" - -- " I - ----- 4'"----- --------- -- NEW STL JOIST, SEE _ _ STIFFENER W/(2) 5/8 0 PLAN X 4" EMBED EXP. BOLTS .. L 3x3x1 /4 EXIST. BEAM, AT 5'-0" O.C. FIELD VERIFY I .** NEW BEAM, SEE 3 16 PLAN NEW HSS 4x4x1/4 AT 5'-0" O.C. NEW HSS BEAM, SEE PLAN NEW BEAM, SEE I NEW METAL STUDS, SEE NEW HSS 4x4x1/4 CONT PLAN L FRAMING NOTES ON S0.1 I EXIST. TILT -UP WALL, 3716 FIELD VERIFY* + { SHEATHING, SEE ARCH * + + I I I I I I NEW HSS 4x4x1/4 + + AT 5'-0" O.C. I _ ..... I ' { .t NEW METAL STUDS, SEE I I NEW METAL STUDS, SEE FRAMING NOTES ON S0.1 FRAMING NOTES ON S0.1 NEW METAL STUDS, SEE( NEW METAL STUDS, SEE I SHEATHING, SEE ARCH FRAMING NOTES ON S0.1 FRAMING NOTES ON S0.1 I I \ I ++ * + ++ + f NEW METAL STUDS, SEE I NEW BEAM, SEE . FRAMING NOTES ON 50.1 I PLAN NEW HSS BEAM, SEE PLAN 3 16 SHEATHING, SEE ARCH V' ++----- ------------------ STOREFRONT, SEE ARCH +, NEW HSS COLUMN BEYOND,/-�-- ....__._ SEE PLAN SHEATHING, SEE ARCH E 8 m W o zw Z� LLI cow 44 LL qY O Zzm �° Lu LLI LLI LLI U a !. CD M o o o• Lu,., U- ®I�1lllltt���,` 13 - La 28 W o zw Z� cow LLI U a D o LLI w Z3 I I w m 4Tl^ldw[omvrF.?JRtlq7T;A M a 0 O Z o zw Z� LLI U a D o 2 Wall Cleanout Detail Scale: None FIXTURE STOP --\ WALL-- FIXTURE CW SUPPLY TRAP PRIMER FITTING 1/2" TRAP PRIMER LINE WITH SLOPE STRAINER FLUSH FINISHED FLOOR (SEE ARCHITECTURAL TO FLOOR DRAIN. WITH FLOOR FOR FLOOR SLOPE) DRAIN BODY NOTE: -r'LICO IV ALL rLUVrN THIS 10 L)r- I MIL Mr DRAINS AND TO ALL TRENCH DRAINS. VALVE MUST BE ACCESSIBLE FOR INSIDE CAULK INSPECTION AND REPAIR. PROVIDE ESCUTCHEONS AS SHOWN, PIPE DRAIN SUPPORT STRAP - Ap TRAP PRIMER CONNECTION CONNECT TO DRAIN PIPE 4.. DEEP SEAL BEFORE P -TRAP. 3 Floor Drain with Trap Primer Detail Scale: None 4" CHANNELS SUPPORTED THRU WEB BY STRUCTURE ABOVE HW CW `t --1/2"0 THREADED ROD WITH LOCK NUTS (TYP) SHUT-OFF VALVE __ --ASME T&P RELIEF / ST -5-C AMTROL THERMAL j 3/4" RELIEF PIPE ADJACENT EXPANSION TANK­lTO WALL AND DISCHARGE 6" ABOVE MOP BASIN ANTI -SIPHON VACUUM BREAKER <2x3xl/4 STEEL ANGLES WELDED TOGETHER TANK DRAIN 1 " SAFETY PAN DRAIN SECONDARY DRAIN PAN SPILL TO MOP BASIN 3" LARGER THAN UNIT MOP BASIN NOTE: MOUNT AS HIGH AS POSSIBLE ABOVE MOP SINK Water Heater Detail Scale: None CLEANOUT AND ACCESS ABBR. COVER. TOP OF COVER TO 1. BE FLUSH WITOP OF FLOOR 23. `FLOOR LINE SIZE J SCHEDULE/TYPE FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. 2. 1/8" C.I. BEND 24. BALANCE OF PIPING SAME HOT WATER PIPE AS CLEANOUT TO GRADE Floor Cleanout Detail Scale: None MAY EXTEND AS 1 CLEANOUT PLUG WASTE OR VENT SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 26, CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. 28, COUNTERSUNK FOR WALL INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -2011. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX ill SCREW CONST., REF. CHIEF, AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 29. ARCH. DWGS. NONE JANITOR CLOSET SERVICE SINK: FLORESTONE MODEL #91 36"X 24"X 12" WITH STAINLESS STEEL CAP. NO HUB CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 5. POLISHED S.S. SCH. 40 NONE DIRECTION OF FLOW SEE NOTE 1 30. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO 6. ACCESS COVER CLEANOUT TEE THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES, WASTE LINE 1/8" BEND AND END OF LINE CLEANOUT LENGTH TO SUIT WASTE LINE, IF CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE APPLICABLE WYE FITTING VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A ABOVE GRADE/SLAB. FLOW VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. 2 Wall Cleanout Detail Scale: None FIXTURE STOP --\ WALL-- FIXTURE CW SUPPLY TRAP PRIMER FITTING 1/2" TRAP PRIMER LINE WITH SLOPE STRAINER FLUSH FINISHED FLOOR (SEE ARCHITECTURAL TO FLOOR DRAIN. WITH FLOOR FOR FLOOR SLOPE) DRAIN BODY NOTE: -r'LICO IV ALL rLUVrN THIS 10 L)r- I MIL Mr DRAINS AND TO ALL TRENCH DRAINS. VALVE MUST BE ACCESSIBLE FOR INSIDE CAULK INSPECTION AND REPAIR. PROVIDE ESCUTCHEONS AS SHOWN, PIPE DRAIN SUPPORT STRAP - Ap TRAP PRIMER CONNECTION CONNECT TO DRAIN PIPE 4.. DEEP SEAL BEFORE P -TRAP. 3 Floor Drain with Trap Primer Detail Scale: None 4" CHANNELS SUPPORTED THRU WEB BY STRUCTURE ABOVE HW CW `t --1/2"0 THREADED ROD WITH LOCK NUTS (TYP) SHUT-OFF VALVE __ --ASME T&P RELIEF / ST -5-C AMTROL THERMAL j 3/4" RELIEF PIPE ADJACENT EXPANSION TANK­lTO WALL AND DISCHARGE 6" ABOVE MOP BASIN ANTI -SIPHON VACUUM BREAKER <2x3xl/4 STEEL ANGLES WELDED TOGETHER TANK DRAIN 1 " SAFETY PAN DRAIN SECONDARY DRAIN PAN SPILL TO MOP BASIN 3" LARGER THAN UNIT MOP BASIN NOTE: MOUNT AS HIGH AS POSSIBLE ABOVE MOP SINK Water Heater Detail Scale: None PIPING MATERIAL SCHEDULE PLUMBING GENERAL NOTES ABBR. SYMBOL 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2007- PLUMBING WITH 2008 23. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 6-0" SIZE SUPPLEMENT. SCHEDULE/TYPE FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. 2. ALL SANITARY PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL. HAVE A 1/8" PER FOOT SLOPE UNLESS 24. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. HOT WATER PIPE OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING 3" OR LARGER TYPE THICKNESS SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED, 25. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 26, CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. 28, CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. TYPE L INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -2011. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX ill SEE NOTE 2 SANITARY CHIEF, AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 29. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL NONE JANITOR CLOSET SERVICE SINK: FLORESTONE MODEL #91 36"X 24"X 12" WITH STAINLESS STEEL CAP. NO HUB CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS, SCH. 40 NONE DIRECTION OF FLOW SEE NOTE 1 30. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO 6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES, 31. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. 8. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE 32. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A ABOVE GRADE/SLAB. ELBOW DOWN VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. REVISION REFERENCE Z 33. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. 9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 191 WALL CLEANOUT - ZURN, 21446; WALL CLEANOUT WITH STAINLESS STEEL ROUND ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. 34. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS 10. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 80 P.S. I. 11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007 35, COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE PLUMBING, ARTICLE 6032CONSTRUCTED OF DUCTILE IRON PIPE (10- EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8.. INTO SANITARY SYSTEM. MINIMUM CLEARANCE. 36. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH -OTHER DISCIPLINES. 12. ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 37. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE 13, THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT ATTENTION OF THE ARCH ITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 45° FITTINGS. PROVIDE EXPLANATION IN WRITING. 14. ROUTE ALL PIPING CONCEALED -ABOVE CEILINGS, WITHIN'WALLS, OR IN CHASES'. -EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL 38. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO 15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION, 39. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT 16. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED EXTERIOR SIDE OF THE PIPE. IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED 17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. FROM HIS PROPOSAL. 18. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE 1" WITH WROUGHT -COPPER (ANSI B16.22), OR CAST BRASS (ANSI B16.18) 40. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN PRESSURE FITTINGS AND ALLOY GRADE (ANSI -ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. SOLUTION 50 MG -L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 41. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING 19. SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. STRUCTURAL ENGINEER. 20. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL 42. REFER TO PLANS FOR VENT THRU ROOF (VTR) PIPE SIZES AND LOCATIONS. LOCATE VTR A MIN, 10' HORIZONTAL FROM ANY BUILDING OPENING OR FRESH RUNS FOR SANITARY AND STORM PIPING. AIR INTAKE. EXTEND VTR 12" ABOVE ROOF SURFACE. IF 10' DISTANCE CANNOT BE ACHIEVED LOCATE VTR 2' ABOVE ADJACENT TOP OF FRESH AIR INTAKE OR BUILDING OPENINGS. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN VOF VTR LOCATION. VERIFY 21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. FLASHING AND COUNTERFLASHING AND COORDINATE INSTALLATION WITH ROOFING CONTRACTOR. PIPING MATERIAL SCHEDULE DESCRIPTION ABBR. SYMBOL SANITARY PIPE ABOVE GRADE INSULATION ----------- SERVICE SIZE MATERIAL SCHEDULE/TYPE V REMARKS COLD WATER PIPE CW CLOSET: KOHLER WELCOMME K-4350 (1.6 GPF) W17-11 K -4670--C SEAT AND SLOAN ROYAL 110 HOT WATER PIPE HW TYPE THICKNESS ------ COLD WATER ALL COPPER TYPE L FG HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRISI_ WITH A SEE NOTE 2 HOT WATER ALL COPPER TYPE L FG ill SEE NOTE 2 SANITARY ALL C. I. OR PVC NOTE 3 NONE JANITOR CLOSET SERVICE SINK: FLORESTONE MODEL #91 36"X 24"X 12" WITH STAINLESS STEEL CAP. NO HUB VENT C. I. OR PV SCH. 40 NONE DIRECTION OF FLOW SEE NOTE 1 NOTES 1. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. 2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN, SEMIRIGID BOARD MATERIAL WITH FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE. THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT -PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURER: A. CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING 3. FOR PVC ONLY SCHEDULE 40 DWV. FOAM CORE PVC NOT ALLOWED. SYMBOLS AND ABBREVIATIONS DESCRIPTION ABBR. SYMBOL SANITARY PIPE ABOVE GRADE SAN E SANITARY PIPE BELOW GRADE SAN PROPOSE SUBSTITUTIONS IF REQUIRED -- HEIGHT 10 BE 18 1/2" MEASURED TO THE TOP OF THE VENT PIPE V ------------ COLD WATER PIPE CW CLOSET: KOHLER WELCOMME K-4350 (1.6 GPF) W17-11 K -4670--C SEAT AND SLOAN ROYAL 110 HOT WATER PIPE HW STORM ABOVE GRADE ST ------ STORM BELOW GRADE ST STORM OVERFLOW STO HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRISI_ WITH A ROOF DRAIN RD (0) FLOOR CLEANOUT CO -------- 0 EXTERIOR CLEANOUT ECO 0 - WALL CLEANOUT WCO I JANITOR CLOSET SERVICE SINK: FLORESTONE MODEL #91 36"X 24"X 12" WITH STAINLESS STEEL CAP. HOSE BIBB H13 VENT THRU ROOF VTR 111 L DIRECTION OF FLOW - - - -----------_-- ----- ELECTRIC 4 KW / 10 CALLON WATER HEATER, SEE 4/A4.0 FOR WATER HEATER SHELF (SEE SHEET 4.1) SHUT OFF VALVE ............ LOCKER ROOM SINK - ELKAY GECR2521 STAINLESS STEEL SINK W/ UNDERSEAL; AMERICAN CAP SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TEE UP - -------- TEE DOWN EXTEND 30" MIN. IN' WIDTH AND 17" MIN. IN DEPTH, [107 WATER AND DRAIN PIPES UNDER THE ELBOW UP SURFACES UNDER THE CABINET. ELBOW DOWN FLOOR DRAIN WITH TRAP PRIMER - ZURN, Z415 B; CAST IRON BODY WITH BOTTOM OUTLET, "B" REVISION REFERENCE Z TYPICAL TYP *SOME SYMBOLS SHOWN MAY NOT PERTAIN TO THIS PROJECT t WATER HAMMER ARRESTOR SCHEDULE INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP T01 I.E. PROVIDE P.D.I. SIZE "C" FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" FOR 3/4" SUPPLY AND P.D.1, SIZE "A" FOR 1/2" SUPPLY. P.D.I. SIZE CONNECTION SIZE A (1-11 F.U.) 1/21' B (12-32 F U ) 'AIA" C (33-60 F.U.) P.DP.D.I.= PLUMBING AND DRAINAGE INSTITUTE STANDARDW H -201 DRAWING INDEX SHEET TITLE FIXTURE SPECIFICATIONS P0.1 WATER CLOSET: KOHLER 4GHCREST 101.ET K-4302 (1.6 GP F) WITH K -4670-C SEAT AND ,-<ACCESSIBLE SLOAN ROYAL 110 EXPOSED FLUSH VALVE (3.5 GPF) WITH VACUUM BREAKER AND STOP. ARCHITECT E OF RECORD TO CONFIRM COMPLIANCE WITH ALL LOCAL WATER CONSERVATION REQUIREMENTS AND Pi.0 PROPOSE SUBSTITUTIONS IF REQUIRED -- HEIGHT 10 BE 18 1/2" MEASURED TO THE TOP OF THE Plumbing Floor Plan TOILET SEAT, CONTROLS TO BE NO MORE THAN 44" ABOVE THE FLOOR WITH A MAXIMUM 5--POUND--FORCE REQ'D FOR ACTIVATION. <"WATER CLOSET: KOHLER WELCOMME K-4350 (1.6 GPF) W17-11 K -4670--C SEAT AND SLOAN ROYAL 110 Lf -m - EXPOSED FLUSH VALVE (3.5 GPF) WITH VACUUM BREAKER AND STOP. ARCHITECT OF RECORD 70 CONFIRM COMPLIANCE WITH ALL LOCAL WATER CONSERVATION REQUIREMENTS AND PROPOSE SUBSTITUTIONS IF REQUIRED U) T ROOM LAVATORY: AMERICAN STANDARD, LUCERNE 0355.012 WHITE, WITH HERITAGE CENTERSET FAUCET 5402.172V.002 WITH WRIST HANDLES --- FAUCET CONTROLS SHALL BE OPERABLE WITH ONE -a 0 8 U_ HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRISI_ WITH A MAXIMUM 5 -POUND --FORCE REQ'D FOR ACTIVATION; ALL LAVATORIES TO BE MOUNTED WITH IIHE RIM z 34" MAX. A.F.F., KNEE CLEARANCE BELOW THE LAVATORY SHALL EXTEND 30" MIN, IN WIDTH AND 17" MS MIN. IN DEPTH, HOT WATER AND DRAIN PIPES UNDER ALL LAVATORIES SHALL BE INSULATED OR LU0 OTHERWISE COVERED, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 5MAX.URINAL: AMERICAN STANDARD, ALLBROOK 6541.1,�2 WHITE x RIM TO PROJECT 14" MAND 17" FROM WALL AND 17" MAX. A.F.F. 0 JANITOR CLOSET SERVICE SINK: FLORESTONE MODEL #91 36"X 24"X 12" WITH STAINLESS STEEL CAP. FAUCET: CENTRAL BRASS #0054--YEI..SRC-Q SERVICE SINK FAUCET. (SEE SHEE( 4.1) DRINKING FOUN1-AIN: HALSEY-TAYLOR BARRIER -FREE HAC8FSBL.-Q, ADA SS ELECTRIC WATER COOLER TWIN, NO SUBSTITUTION - INSTALLED WITH ORIFICE AT +34" (LOW) AND +41" (HIGH). - - - -----------_-- ----- ELECTRIC 4 KW / 10 CALLON WATER HEATER, SEE 4/A4.0 FOR WATER HEATER SHELF (SEE SHEET 4.1) E7 ............ LOCKER ROOM SINK - ELKAY GECR2521 STAINLESS STEEL SINK W/ UNDERSEAL; AMERICAN STANDARD, HERITAGE 7400.1721-1.002 FAUCET W/ WRISf_ BLADE HANDLES FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST WITH A MAXIMUM '5-POUNO-FORCE REQ'D FOR ACTIVATION-, SINK 1'0 BE MOUNTED WITH THE COUNTER EDGE 34" MAX. A.F.F., KNEE CLEARANCE BELOW THE COUNTER SHALL EXTEND 30" MIN. IN' WIDTH AND 17" MIN. IN DEPTH, [107 WATER AND DRAIN PIPES UNDER THE COUNTER SHALL BE INSULATED OR OTHERWISE COVERED, THERE SHIAL..L BE NO SHARP OR ABRASIVE SURFACES UNDER THE CABINET. FLOOR DRAIN WITH TRAP PRIMER - ZURN, Z415 B; CAST IRON BODY WITH BOTTOM OUTLET, "B" INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH 7" DIAMETER TYPE NICKEL BRONZE ROUND STRAINER, PROVIDE DEEP SEAL TRAP AND TRAP PRIMER CONNECTION OUTLET. BRASS CONSTRUCTION, PRECISION PLUMBING, P2-, PISTON OPERATED. INSTALL PER MANUFACTURERS INSTRUCTIONS, 191 WALL CLEANOUT - ZURN, 21446; WALL CLEANOUT WITH STAINLESS STEEL ROUND ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. 10 FLOOR CLEANOUT -- ZURN, 21400; FLOOR CLE.ANOUT WITH ACCESS COVER. SEE PLANS FOR PIPE SIZE CONNECTION. WATER HAMMER ARRESTOR SCHEDULE INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP T01 I.E. PROVIDE P.D.I. SIZE "C" FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" FOR 3/4" SUPPLY AND P.D.1, SIZE "A" FOR 1/2" SUPPLY. P.D.I. SIZE CONNECTION SIZE A (1-11 F.U.) 1/21' B (12-32 F U ) 'AIA" C (33-60 F.U.) P.DP.D.I.= PLUMBING AND DRAINAGE INSTITUTE STANDARDW H -201 DRAWING INDEX SHEET TITLE 0 -1--a CU E L_ 0 CU CD C OD 0 E n Cn W P0.1 L_ W 0 E _f_j U) Pi.0 Plumbing Floor Plan C: >1 Lf -m - A_j co U) 0 C CIO co �: :2 C#) 00 F4 -a 0 8 U_ 0r) ICU z CY) 0 MS 0 U_ C () - LU0 LIJ z CN:, C`4 A 0C 0 0 -1--a CU E L_ 0 CU CD C OD 0 E n Cn W P0.1 W Plumbing General Information E Pi.0 Plumbing Floor Plan 0 Lf -m - U) U) 0 C CIO co �: :2 0 -a 0 8 U_ z Cl) MS L0UoCa)/) 0 r E C0 a. 0 -1--a CU E L_ 0 CU CD C OD 0 E n Cn P0.1 Plumbing General Information E Pi.0 Plumbing Floor Plan I! I 'SII I! o" CN N N a) C� ffv i F 0 /- 6 /` Plumbinc_Floor Plan Z//"-. Scaler 118"=1'-0" kA ki, �,j A � IT VAR I 2° r\�> I J 2 I I � ? �. 2" � � ! I . 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VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. _________ ------ INSTALLATION REQUIREMENTS CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK, 17. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS. SLOPE CONDENSATE LINES 118°' PER FOOT. CONDENSATE I \ DANCE WITH LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE DRAIN TRAP" DETAIL. - RTU BASE RAIL, SUPPLIED WITH RTU 2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE / �� LATEST SMACNA STANDARDS. INSULATION SHALL HAVE VAPOR BARRIER AND AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. 18. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, MECHANICAL AND 2009 SUPPLEMENT. - „ ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL - R MAGNA BY THE OWNER ALL EQUIPMENT MATERIALS AND WORKMANSHIP TO BE FREE - 0.25 D 4 MIN. PER S TER DATE OF ACCEPTANCE , TU „ R ONE YEAR AF VIDE PR E ENGINEERED R ) 19. GUARANTEE FOR I GC TO PRO o ( , �� IIMAX.0 TRANSITION --� HALL BE SECURELY TAPED WITH 3 WIDE GLASS FABRIC TAPE WITH FOSTER 30135 MASTIC OR EQUAL. MAX JOINTS S TIE -DOWNS OR EQUIVALENT ENGINEERED - FROM DEFECT. Iv, TIE -DOWN SOLUTION THAT MEETS OR r RECTANGULAR DUCT / 3, DUCT SMALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND SECTION 603 OF THE THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR �; EXCEEDS THE REQUIRED PROJECT WIND _ - t ___ - 2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2009 SUPPLEMENT. 20: DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF 11 ROOF TOP UNIT (RTU) - : DESIGN CRITERIA FOR THE SPECIFIC RTU � c� �� REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. MAKES AND MODELS EMPLOYED. 51ZE cv TAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. i UANTITY AND PLACEMENT OFTIE-DOWNS 4. ROOF TOP UNIT OUTSIDE AIR IN Q ER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL 21. FLEXIBLE AND RIGID ROUND DUCT TAKE FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT REFER TO STRUCTURAL -- i _ -- �I , I ? SHALL BE AS REQUIRED BY THE TIE -DOWN CONICAL FITTING WITH ALL TRANSFER LENGTH SHALL BE 8'-0", FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KC OR EQUAL.FLEXABLE DUCT SHALL BE INSULATED FIBERGLASS, SHEETS FOR CURB _-. - ___...__ / N -VOLUME DAMPER DRAWINGS• __ _.-__ - / ,, �\ SUPPLIER FOR EACH RTU. GC TO SUBMIT � LOCKING TYPE VOLUME" R-6, CLASS 1, UL181 LISTED AND COMPLY WITH NFPA 90A AND NFPA 90B. - -- r ATTACHMENT TO FRAME _ 0 U -O.O / TIE -DOWN INFORMATION FOR REVIEW AND n -: -- .: / !i l,._.... , DAMPER. I� �� / 5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES. \ :, APPROVAL. 22. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS I �„ �. h I--� __ OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A . , . _ FLEX DUCT OR ROUND SHEET METAL 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL DRAWING(S) FOR DETAIL(S) �� M� ` NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE -- ._ __ I_ I DUCT. FLEX DUCT MAX. 8'-0" LONG, r, I i -I-- ROOFING MATERIALS, /CONSULT WITH BUILDING STRUCTURAL ENGINEER. 'I 11I USE CLAMP TO ATTACH FLEX DUCTS 1N THE FIELD. "� _ REF. ARCH I h \ / - AND SEAL. SUPPORT DUCT EVERY I _ 7. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR, INSTALLEp IN DUCT BY THE MECHANICAL CONTRACTOR Iii - -- � FOUR FEET FROM STRUCTURE �- n I AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE 23. ALL UNITS SHALL BE BALANCED TO WITHIN10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 10 1111 ! � _ - - - - -- -- - STRUCTURAL SUPPORT V FRAMING FOR RTU. REFER ALARM CODE; NFPA 90A, STANDARD FOR INSTALLA PION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2007 FLORIDA BUILDING CODE, PERCENT OF QUANTITIES SHOWN ON DRAWINGS. II ,I, ! MECHANICAL WITH 2009 SUPPLEMENT AND 7HE MANUFACTURER'S INSTALLATION IN STRUCTIONS. COORDINATE LOCATION OF SMOKE TO STRUCTURAL SHEETS 24. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS 11 II DETECTORS WITH FIRE ALARM CONTRACTOR. PROVIDE AVISIBLE/AUDIBLE NOTIFICATION PANEL. MAKE: SYSTEM SENSOR SSK451ORI=QUAL, C70RS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM. DUCTWORK IS ATTACHED. taI I CONTRACTOR SHALL PROVIDE 3 COPIES 0 F A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT Branch Duct De 25. c i It JI ---------------8. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. , L, Scale: None TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) 9. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR RTU TO THE FINAL INSPECTION. 1 RTU Tie Down Detail 10. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL RESISTANCE (R) OF 6.0. INSULATION 1 Scale: None � SHALL HAVE VAPOR BARRIER. INSTALL PER MFR. REQUIREMENTS. 26. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. COORDINATE WORK SCHEDULE WITH GENERAL CONTRACTOR. 11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. _ 27. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, ORIS CAPABLE OF MORE THAN ONE INTERPRETATION; SUCH 12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. IARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. S REGISTERS GRILLES AND OTHER ITEMS 28. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS, DUCTWORK, DIFFUSERS, , OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. - MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS _ 4'-0'" MAXIMUM CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND - METAL STRAP 14. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S "" MINIMUM- . " .. WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS. . MAXIMUM SAG 112 PER FOOT -- 1-1/2 OF SUPPORT SPACING. © 15. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT &MATERIALS. INSTALLATION HANGER ° -. _. .-. STRAPS CIE2_ ___ - OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. HANGER FLEXIBLE DUCT - - -.--------------.---- r -- -- __ STRAP ROSS GENERAL NOTES. z 2, 0 ROOF TOP UNIT SCHEDULE ._. __ - 11 FASTENER - INSTALLATION, DESIGN AND OPERATION DEFECTS FAN ELECTRIC HEATER UNIT POWER COOLING CAPACITY EQUAL TO • 1. ROSS DRESS FOR LESS HAS A NATIONAL ACCOUNT AGREEMENT WITH 21. ALL EQUIPMENT, INS WEIGHT SEER NOTES. LENNOX INDUSTRIES TO SUPPLY HVAC PRODUCTS FOR ALL LOCATIONS, NO DISCOVERED DURING THE INSTALLATION, CHECK, BALANCE AND OPERATION AREA NOMINAL MARK ._ -- - _. _. ._.. _..._ -- __ -_ __ _ NOTES 1. DUCT SHOULD EXTEND STRAIGHT FOR SUBSTITUTIONS WITHOUT SPECIAL CONDITIONS AND THE APPROVAL OF OF THE HVAC SYSTEM THAT REQUIRE A CHANGE IN THE DESIGN AND SERVED TONS E.S.P. CONTROL (LBS) TC SC AMBIENT ENTERING [EER] ROSS`V.P. OF CONSTRUCTION,(925) 965-4755: SPECIFICATION OF THE HVAC SYSTEM OR ITS COMPONENTS MUST BE CFM OIA HP KW VIf� MCA. MOCP (MBH) (MBH) DB°FIV11B°F DB°FIV11B°F MFG. MODEL -.-� 2 �- MIN. BAND OF SAME SIZE SEVERAL INCHES FROM A CONNECTION PROPERLY INCORPORATED BY CHANGE ORDER IN THE PROJECT (IN.) STAGES AS HANGER STRAP I ix � BEFORE BENDING... 2. LENNOX INDUSTRIES INC. SHALL BE PROVIDED WITH THE UNIT CONSTRUCTION DOCUMENTS AND THAT CHANGE -ORDER REVIEWED AND - - - -- -4i __ -- ---� .._ - -___ SCREWS CONSTRUCTION - 1 460130 37.0 40 1,100 77.2 57.9 95180 -- [12.OJ LENNOX LCH072H4 1 11 SPECIFICATIONS AND SCHEDULE BY THE G.C.GCPRIOR TO DATE FOR APPROVED BY BOTH THE LANDLORD AND THE ROS AC -1 Stockroom 6 2, __ _ 2, SUPPORT SYSTEM MUST NOT DAMAGE DUCT 480 1.0 3.0 .45.0 PRODUCTION SCHEDULING AND FOR PREPARATION OF THEIR QUOTATION TO 2 460130 77.0 80 2,300 156,5 117.4 95180 80/67 [12.0] LENNOX LCH156H4 REPRESENTATIVE. AC -2 OfficelRR/RS 13 4 950 156U 0.6 ---- __ _:_. -- --- - - NOTE: OR CAUSE OUT OF ROUND SHAPE, BIDDERS.. =_ - - __ __ -__ - .- -- -- - .--_--._ _- HANGER STRAP SIZE PER SMACNA. _ 22. THE AIR BALANCING SHALL BE DONE BY AN INDEPENDENT AABC OR NEBB AC -3 LHS . 13 5,190 1,565 1.0 3.0 45.0 2 460/30 77.0 80 2,300 156.5 117.4 95180 80/67 [12.0] LENNOX, LCH156H4 __. HVAC CONTRACTORS ARE DIRECTED TO CALL ERIC THORDARSON, LENNOX 3. CERTIFIED FIRM AT THE COST OF THE GENERAL CONTRACTOR. NATI NAL ACCOUNT REPRESENTATIVE FOR EQUIPMENT INFORMATION SEE AC -4 Fitting/Foyer/RS 6 2,400 465 0,6 1.0 22.5 1 460/3037.0 40 1,100 77.2 57,9 95180 80167 [12.0] LENNOX LCH072H4 0 CONTACT LIST SHEET A0.0 23. WITHIN 30 DAYS AFTER THE CONTRACT IS AWARDED PROVIDE THE NAME AND AC -5 . Interior 10 3,990 1,325 1,0 3.0 30.0 2 460/30 53.0 60 1,410 124.4 89,6 95/80 80167 [12.2]- LENNOX LCH120H4 1 -11 • QUALIFICATIONS OF THE BALANCING SUBCONTRACTOR AND SAMPLE TEST -" _ _ _ - --- --- _ - 4. EQUIPMENT WARRANTY - LENNOX INDUSTRIES SHALL PROVIDE A AC -6 RHS 13 5,190 1,650 1.0 3.0 45.0 2 460/30 77.0 80 2,300 156.5 117.4 95180 80/67 [12.0] LENNOX LCH156H4 1 -11 Rectangular/Round ular/Round Duct Hance er Detail Flex Duct Support Detail 4-- _.-- NON PRORATED WARRANTY OF 5 YEARS FOR THE COMPRESSORS AND 10, FORMS TO BE USED FOR THE BALANCING REPORT. AFTER THE BALANCING _ _._ - __ - �. __ _ - - - - --- 3 Scale: None Scale: None HAS BEEN COMPLETED, PROVIDE A WRITTEN COPY OF THE BALANCING - YEARS FOR THE HEAT EXCHANGERS. REPRESENTATIVE 2 THE HVAC AC-? Entry 17.5 7,000 1,000 1.0 5.0 60.0 2 460130 85.0 90 2,640 208.9 160.9 95180 80/67 [12.0] LENNOX LCH21. ., -11 REPORT TO (1) THE ROSS CONSTRUCTION, O __._ .__ _ _ _.._. _ _ _._-- -...-- H AND INSTALL LENNOX "L" SERIES HIGH EFFICIENCY, PACKAGED ROOF . SUB -CONTRACTOR, AND (3) C&C BUILDING AUTOMATION.(SEE 6 D.2.B) NOTES: *ROSS HAS A NATIONAL ACCOUNT WITH LENNOX INDUSTRIES, NO 5.. FURNISH MOUNTED, ELECTRIC HEATING, ELECTRIC COOLING UNITS. 1. REFER TO CONTROL SYSTEM NOTES FOR CONTROL COMPONENTS REQUIREMENTS: SUBSTITUTIONS. 24. PRIOR TO COMMENCING WITH THE BALANCING WORK THE BALANCING 2. PROVIDE 5 -MINUTE ANTI -SHORT CYCLE TIMER. 6. VERTICAL (DOWN -FLOW) TYPE UNITS ARE STANDARD. SUBCONTRACTOR SHALL INSPECT THE DUCTWORK INSTALLATION TO 3. PROVIDE POWER EXHAUST ON UNITS 10 TON AND LARGER. DETERMINE IF ALL REQUIRED BALANCING DAMPERS AND ACCESS 4. PROVIDE WITH (2) CLEANABLE ALUMINUM MESH FRESH AIR FILTERS, BY LENNOX. 7. LENNOX TO SUPPLY FACTORY INSTALLED AND FACTORY TESTED NO DOORS/PANELS HAVE BEEN INSTALLED. DO NOT USE OUTLET OBD FOR 5, PROVIDE WITH LENNOX ROOF CURB OR ADAPTOR CURBS ONLY. CONTROL MODULES. FOR ALL NEW UNITS. EMS SUBCONTRACTOR TO SSUUPPPLYLY BALANCING. 6. PROVIDE DUAL 115 V GFCI SERVICE OUTLET. NOVAR CONTROLS ON UNITS. UNIT MANUFACTURER TO PROVIDE 7. PROVIDE FACTORY INSTALLED HACR CIRCUIT BREAKERS ABOVE 12.5 TONS. UNITS BELOW 12.5 TONS NON-FUSED FACTORY INSTALLED DISCONNECT. BELT DRIVE CONVENTIONAL THERMOSTAT INTERFACE IN UNITS FOR NOVAR CONTROLS. 25, BALANCE ALL FANS TO WITHIN +10%/-5% OF DESIGN. REPLACE FAN DRIVE IF g PROVIDE UNIT WITH HAIL GUARD. ' REQUIRED TO OBTAIN THE DESIGN CAPACITY. DOMEX SPUN 8, ALL DUCTWORK SHALL BE GALVANIZED STEEL WITH TRANSVERSE DUCT g. PROVIDE WITH FACTORY INSTALLED .GEAR DRIVEN ECONOMIZER W/GLOBAL ENTHALPY CONTROLS. 11 - ALUM. ROOF 10. PROVIDE WITH SUPPLY AND RETURN SMOKE DETECTORS. JOINTS SEALED WITH 4" WIDE HARDCAST TAPE. DUCT TAPE IS NOT •+ - o MANUFACTURER'S MOTOR AND DRIVE PACKAGE AS REQUIRED TO MEET SCHEDULED AIR CAPACITIES AND PRESSURE DROP, BALANCE OUTLETS AS FOLLOWS. SMALL AREAS WITH 1 OR 2 OUTLETS. / 5/0 11, PROVIDE MANUFACT R EXHAUSTER 26 ____ _ _ EPTABLE. FIBERGLASS FLEXIBLE DUCTS WITH LINER MAY USED FOR ° __ __._ -__ ____ _.._ __ .- _ -. _- ___- __ ___ - __..- -.___ _ _ _. _.--._..-- _--- -._- ..__ _- PROVIDE PLUG FOR PROVIDE CLEANOUT AT EACH ACC OF DESIGN LARGE AREAS WITH 3 OR MORE OUTLETS:+/ -10 /o OF DESIGN. -- - BRANCH DUCT CONNECTIONS TO OUTLETS WITH 10 FT, MAXIMUM LENGTH: -- - -- --- _ - - or. .- MAINTENANCE-_- CHANGE OF DIRECTION OR EVERY 30 FAN SCHEDULE T CONNECTIONS TO OUTLETS SHALL INCLUDE A MANUAL 27. REPORT IN WRITING ALL DEFICIENCIES AND PROBLEMS DISCOVERED TO (1) _ _ ___ _ _ __._ _._ _.. ___. _ 9. ALL BRANCH DUC C _ _ __ __ .___.--- -- DRAIN LINE. SLOPE BALANCE DAMPER WITH LOCKING QUADRANT LOCATED AT THE BRANCH DUCT THE ROSS C.M., (2) C&C BUILDING AUTOMATION AND (3) THE HVAC EXT. STATIC - WITH FLOW 1/8"/FT CONNECTION TO THE HEADER DUCT. SUBCONTRACTOR PRIOR TO COMPLETING THE BALANCING WORK. THIS PRESSURE IN. FAN TYPE DRIVE SONES HP RPM V/ MANUFACTURER MODEL NOTES _..__ A REPORT SHOULD INCLUDE THE "CAUSE" AND SUGGESTED "SOLUTION", IF MARK SERVICE . CFM _ -._ __-� TO LOCATION SHOWN. WATER - 10; UNLESS A HIGHER LEVEL IS REQUIRED BY CODE, DUCTWORK INSULATION KNOWN. ) ROOF - A ON DRAWINGS I --ROOF CURB-- SHALL BE 2" THICK ONE POUND DENSITY FIBERGLASS INSULATION WITH A __ __ ._ ___ _.____.__._ VAPOR BARRIER JACKET, SUPPLY AND RETURN DUCTS WITHIN 15' OF HVAC 28. THE AIR CONDITIONING UNITS SHALL BE BALANCED IN THE MINIMUM OUTSIDE ELECTRICAL �.� ' THE EF -1 ROOM 250 0.25 ROOF BELT 3.5 1/4 864 12011 GREENHECK GB -081-4 1,2,3 �' AIR MODE. THE OUTSIDE AIR DAMPER "% MINIMUM OPEN POSITION" AND !; , ; - - A -FAN SUCTION PRESSURE + 1 INCH UNITS SHALL HAVE 1 INTERIOR ACOUSTIC INSULATION. \,, -- _ - -...__ _ _._-_ - _-- -- _- __.__. -..- _..------ _. _., _ ' ` "METHOD" USED SHALL BE INCLUDED IN THE BALANCING REPORT. ALSO EF -2 JANITOR 100 0.25 ROOF BELT 3.4 116 954 12011 GREENHECK GB -071-6 1,2,3 -. MEASURE AND REPORT THE FAN OPERATING DATA FOR UNITS WITH _. -_ -- _ ._ - -_-.:..._ _._- _ __ ..__ _.-----_ _-_- -_ _... _.-.-- CONDENSATE CONDENSATE PIPE 11. OUTLETS SHALL BE STEEL WITH A WHITE FINISH (PAINT VISIBLE INTERIOR MOTORIZEDE:�. - ACCESS DOOR PIPE SIZE SIZE BELOW SLAB FLAT BLACK) ECONOMIZERS IN THE 100°lo OUTSIDE AIR MODE. EF -3 EQUIPMENT 100 0.25 ROOF BELT 3,4 1/6 954 12011 GREENHECK GB -071-6 1,2-- DAMPER EF -4 WM RESTROOM 200 0.25 ROOF BELT 3.5 1/4 864 120/1 GREENHECK GB -081-4 1,2 MAX. TONS ABOVE SLAB OR BELOW GRADE - TLET OBD DAMPERS ARE NOT REQUIRED WHEN A BRANCH DUCT BALANCE 2g; FIELD VERIFICATION: UPON THE REQUEST OF THE ROSS STORES INC. 12: OU - --- " ,; CONSTRUCTION REPRESENTATIVE,THE BALANCING SUBCONTRACTOR SHALL - -_. -. ._ - _ -_ -_-- _._ _ _.--._.. __..----_-.._ _..- - -.... - _-- -..._ -__-- _ . 2 3/4 1 1/4 DAMPER IS PROVIDED CONS EF -5 MEN RESTROOM 200 0.25 ROOF BELT 3.5 1/4 864 120/1 GREENHECK GB 081-4 1,2 " 1-112" MEASURE RANDOMLY SELECTED OUTLETS AS CHOSEN BY THE .._..._ __ _ _._. ---...-- 5 1 " " 13. THE MECHANICAL CONTRACTOR SHALL PROVIDE SERVICES FOR THE EMS --- - - - - - - - - -- _._ 30 1 1/4 2 CONSTRUCTION REPRESENTATIVE TO DEMONSTRATE THE ACCURACY OF THE EF -6 LOCKER RM 260 0.25 ROOF BELT 3.5 1/4 864 12011 GREENHECK GB -081-4 1,2,3 1 NOTE - CONTRACTOR AS SPECIFIED IN THE EMS NOTES, SHEET E2.0, DETAILBALANCE REPORT MEASUREMENTS, WHEN DEEMED NECESSARY BY THE - -.-- ----" _- - -- -- - - -.--- --- -�- --- - --��. -_. ___- - � - _ . - B. THIS DOCUMENT IS ESSENTIAL. CONSTRUCTION REPRESENTATIVE THE BALANCING CONTRACTOR SHALL NOTES: •v n Exhaust Fan Detail - 1. WITH PLUG-IN DISCONNECT. Belt Driven -Exhaust a REBALANCE DEFICIENT SYSTEMS WITHOUT ANY ADDITIONAL COST. - - - Condensate Drain Trap Detail 14. AIR CONDITIONING UNIT MANUFACTURER: LENNOX INDUSTRIES, INC. 2. PROVIDE WITH CURB AND BACKDRAFT DAMPER, --- PARALLEL. 5Scale: None ---- -_� _ __ Scale. None 15. MECHANICAL CONTRACTOR SHALL PROVIDE AN EQUIPMENT OPERATIONAL 6 30. CORRECTION OF DEFECTS: REQUIRED WITHIN 30 DAYS OF THE DISTRIBUTION 3. PROVIDE CONTROL BY ENERGY MANAGEMENT SYSTEM AND LINE VOLTAGE THERMOSTAT IN PARA CHECK AFTER THE HVAC INSTALLATION AND STARTUP IS COMPLETED PER OF THE BALANCING REPORT, SEE 7.A.3 FOR RESPONSIBILITIES. __- _-..--__ _ ____..__-__ ___._ _ _ -- -- _- ----- - - MANUFACTURER INSTRUCTIONS. LENNOX AUTHORIZED PERSONNEL SHALL 31. CONTROLS AND CONTROL WIRING: THE EMS AND/OR THE ELECTRICAL THEN INSPECT THE EQUIPMENT INSTALLATION AND THE SYSTEM OPERATION. SUBCONTRACTOR ARE RESPONSIBLE FOR THE AIR CONDITIONING UNIT AND EOC DOCUMENTATION SHALL BE PROVIDED TO THE ROSS CONSTRUCTION EXHAUST FAN FIELD SUPPLIED CONTROLS, WIRING AND OPERATIONAL REPRESENTATIVE. , CHECKS THEREOF. N . IN VANES 16. LENNOX NATIONAL ACCOUNTS WILL PROMPT THE COMMUNICATION FOR A TURN G. B SCHEDULED INCOORDINATION WITH THE MECHANICAL 32. SALES ARFr4 TEMPERATURE SENSORSL I AND/0R ELECTRONIC THERMOSTATS (TYPICAL) EOC, WHICH WILL E SHALL BE MOUNTED AT T-9" AFF. z :I CONTRACTOR. __ V VERIFY THAT; THE SHIPPING BLOCKS 33. OPERATION AND MAINTENANCE MANUALS: THREE (3) BOUND SETS OF THE - 17. PRIOR TO SCHEDULING THE EOC, THE H NITS ARE OPERATION AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE ROSS OUTSIDE AIR CALCULATION AREA J .PEOPLE 11,000 CFM I CFM /SQFT CFM CFM AREA SERVED # :PEOPLE (SQFT) (SQFT) (1);, : PERSON (1) (1) CALCULATED- SUPPLIED __ _ ­__ _ ._ - ...- -- .- _... _-.. Stockroom 1,840 - - - 0.30 552 560 ______ ---------- ---- .__ _..-- .__ - ------ ---.-- ..- _..-- ----- Office/RR/RS 4,918 - - 0.30 1,476 1,480 HAVE BEEN REMOVED, ALL OF THE AIR CONDITIONING U -_----.--,..--.-----.---.----------------..---------- 4 C CFM CONSTRUCTION REPRESENTATIVE AT TURNOVER, AND ARE REQUIRED FOR LHS 5,209 - 0.30 1,563 ,565 B CFM ��� ��� �� OPERATIONALbUCTWORK, GAS PIPING, CONDENSATE PIPING, POWER _�-- .__ _._ -_.-_ NAL ACCEPTANCE. -- - -- - -- -- - -- 0.20 463 465 ��/= - WIRING AND CONTROL WIRING HAVE BEEN INSTALLED, FI Fitting/Foyer/RS 2,312 - �VARIES VARIES _ 34. A5 -BUILT DRAWINGS: THE HVAC SUBCONTRACTOR SHALL PROGRESSIVELY -_- -_._ __.__ _..__ __m. -...._ _...__ _._--___. _ __--.. -.- ---..------- -- 18, THE HVAC SUBCONTRACTOR SHALL PROVIDE AT THEIR COST A QUALIFIED _._-_._ � RECORD ALL HVAC DRAWING CHANGES WHICH SHALL.: BE AVAILABLE AT ALL Interior 4,407 - - - 0.30 1,323 1,325 WALL SCUPPER _ __.. -.... _. - ----- BRANCH DUCT - SERVICE TECHNICIAN TO BE PRESENT DURING THE EQUIPMENT OPERATION _____ __.._ _._______ _.._ CONDENSATE LINE TIMES FOR REVIEW BY THE ROSS STORES, INC, CONSTRUCTION RHS 5,498 - - - 0.30 1,650 1,650 � o C o BRANCH DUCT CHECK. _ --- _ REPRESENTATIVE:AN AUTOCAD COPY OF THE FINAL AS -BUILT DRAWINGS - _ _ _-�_..- _ _- - __ ---_,_A_,___ ¢L ¢� h-- _- �- - WRITTEN COPY OF THE EOC SHALL BE PROVIDED TO THE ROSS CONSTRUCTION REPRESENTATIVE AT Entry 3,312 - - 0.30 994 1,000 _. I,I � . 19.- LENNOXINDUSTRIES, INC. SHALL PROVIDE A - --- -- - _..__ _._ 000 -- 1 /, - REP THE HVAC TURNOVER, THIS AUTOCAD AS -BUILT IS REQUIRED FOR FINAL ACCEPTANCE ----- -----I----- 1�/\� - - -- - -_____ < y-,, ..� �� " REPORT TO THE ASSIGNED ROSS CONSTRUCTION (1) PER TABLE 403.3 -FLORIDA BUILDING CODE -MECHANICAL 2007 --� � �`-"� � 7�` OF THE PROJECT - - ---- - - - - __ _._._ _. --_.._ -_..._ _. _._..---- -------- 0�� L C:d r-+ U N (/ ® 0 v-, 0 Q Iu ' � d f14 o; ;."I R'- A o� r c I, k �� CN "a 3 � 00 ) -` �ll� v m o s-- rA .E w- � 00 N v o� -cs �o 0 M.= 0 v O 5 `- C -L o �0 CU- g � a) LLI _0 • "-a P' ,q to L C:d r-+ U �w -c Iu ' • T004 o >o <C o f14 o; -in R'- A o� r c I, k , �� CN "a 3 � 0- -` U � c 1 III s-- a ." 0 Y -SPLITTER DAMPER SUBCONTRACTOR PRESENT AT THE CHECK, AND CCBAC. _._ -__ __ _ __ CONTROL ROD --- (TYPICAL) DURING THE i _ __ ___---------- -- --- -- 1; Z � __ - - - - -- - - - - --- _ - - _ _ - - (TYPICAL) 20: ANY AND ALL DEFECTS IN THE AIR CONDITIONING UNITS, INSTALLATION AND 35, HVAC FILTERS ARE TO BE CHANGED ON A QUARTERLY BASIS + a ED NI THE HVAC SUBCONTRACTOR FIRST WARRANTY YEAR BEGINNING WITH THE FIRST CHANGE AT THE DATE OF LEGEND/S I TVI BOLd7 AIR: DEVICE SCHEDULE ROOF DRA IN COLLECTORF SYSTEM OPERATION SHALL BE CORRECT - --- - - - - - 2 --- A CFM MAIN DUCT ; , , .. - ,.: RT. FAILURE TO STORE OPENING. NEW FILTERS ARE TO BE INSTALLED AT OPENING AND --- -- ---- -------------__----__.-- - PE NECK T FRAME FINISH NOTES -�_ - WITHIN 30 DAYS AFTER THE DISTRIBUTION OF THE EOC REPO ------------- -----_-------_._.__ TAG MFG./CAT. # TY I X D EVERY THREE MONTHS THEREAFTER WITH THE LAST CHANGE NINE MONTHS ____-_-_-__ IDENTIFY A DEFECT DURING THE EOC DOES NOT RELIEVE THE LANDLORD AN �________� -AIR CONDITIONING UNIT - RIGID ROUND OR RECTANGULAR DUCT i -__- -- -------�-----_---- �---__----__.--T-----------�`��,� TO SIZE SPLITTER_ � THE HVAC SUB -CONTRACTOR OF THE RESPONSIBILITY TO CORRECT AFTER OPENING.0 -137 CFM = 6 RND SUBSEQUENTLY IDENTIFIED DEFECTS. 138 -244 CFM = 8" RND �/ � - Y = B/A (X) I ( ) _ E � 'U u�lNL FIBERGLASS FLEXIBLE DUCT. 245 - 382 CFM =10" RND __` Z = X -Y DOWN SPOUT --------------�- I --_ --- -------------- �� EXHAUST FAN A TITUS -PCS CD 24 x 24 WHITE FINISH 1,2,3,4,5 DEPTH REMAINS 383 -549 CFM. =12" RND NOTE: FOR RETURN AIR FLOW, I \ _1. CONSTANT GV ZONE DEMARCATION LINES; EQUIDISTANT 550 - 748 CFM = 14" RND DELETE SPLITTER DAMPER -- -- ---.L_. / --- - -- BETWEEN SUPPLY REGISTERS OF ADJACENT 749 - 977 CFM =16" RND E- \_� GRAVITY VENTILATOR . \ -- -- r UNITS TO CALCULATE AREA OFZONE.------------------�-- --___ -----_-------. _---_.._._ -------- ------..__------------ � I 6 x 6 (MAX 125 CFM) � 6 x 6 SD SMOKE DETECTOR - BALANCE DAMPER B TITUS - TDC I CD 9 x 9 (MAX 281 CFM) 9 X9 WHITE FINISH 1,2,4,6 12x12 (MAX 500 CFM) 12 x 12 Condensation Termination Detail � ------_.....-- --- - - -- - :_...: -_------fi--- _. ---------__ ------ - ---- S litter Detail -------------- __--_--_--------------- { 7-Scale: p - - --- _ Scale: Norse CEILING SUPPLY AIR DIFFUSER None - MECHANICAL,WIRE BY ELEC.) BY 0 - 220 CFM - 6 RND �� � ( C THERMAFUSER I CD 221 - 355 CFM = 8" RND 24 x 24 WHITE FINISH 1,2,3,4 ) TF -HC I356 - 580 CFM =10" RND CEILING RETURN AIR GRILLE _... -- - -- - - _____ ----- __ _ -- -_._ - ti TEMPERATURE SENSOR (FIELD LOCATE PER I 14"0 (MAX 635 CFM) I 14°'0 1 � D TITUS -'TMRA CD � „ „ WHITE FINISH 1,2,4,6 CEILING EXHAUST AIR GRILLE EMS PIANS) 16"O (MAX 840 CFM) 16"O -- 6 x 6 (MAX 150 CFM) I-- SIDEWALL SUPPLY/RETURNiEXHAUST GRILLE EXHAUST FAN OR SUPPLY AIR RISER I ' 8 x 8 (MAX 267 CFM) I I 10 x 10 (MAX 417 CFM) I --SUPPLY DUCT SPIN -IN FITTING INSULATED ROUND I " SUPPLY AIR DUCT' RISER (LINED) C )) TITUS TMRA MOUNTED 3" BELOW LIGHTS FLEXIBLE DUCT E TITUS -PAR RAR 12 x 12 (MAX 600 CFM) 24 x 24 WHITE FINISH 1,2,4,6 WITH DAMPER 15 x 15 (MAX 938 CFM) (MAX, 8'-O" LONG) & RETURN AIR DUCT RISER (LINED) - ACCUTHERM THERMA-FUSER TYPE TF -HC I 18 x 18 (MAX 1350 CFfV,)' -- PLUMBER STRAP SIZE TO MATCH �°"_ VARIABLE DIFFUSER (CASH OFFICE, LOCKER 22 x 22 (MAX 2017 CFM) / _________.J_______.____ DIFFUSER NECK. I ROOM, MEN'S FITTING, AND FITTING FOYER - ' 8 x 8 MAX 185 CFM � 12 x 12 „ �\ - - � --- \_--I-'-------------- -__ � EXHAUST AIR DUCT RISER (LINED) ONLY.) I- -- - - ( ) . / - J -- - _-- _ . � \ F TITUS - 30 RL RAR 10x10 (MAX 295 CFM) 1202 12 WHITE FINISH 1,2,4,6 #12 TEK SCREW - / -- __ / '�. ! -SCHEDULE 40 PVC -11�- ----- _ _.�_ hl �,l�/ I.-..--------- ---------- --_ _-_-_---._-__---- --- _� ' 30 x 24 (MAX 1884 CFM) 30 x 24 TYP. / ( ) �\ 1 �/ CONDENSATE PIPING f'__ -_1________._____.___ _ = = _-- L �_ !� _- - - - .- ------..--- -- -- --- ---._ _..- --- - - - - -_ - ----- - --- -_ 1--- - _ �� / ----- -- - - ---- ` _f CD CEILING DIFFUSER N DEVICE TYPE LEGEND: MICRO PIPE SUPPORT ROUND METAL DUCT -- 4'-0" O. C. INSULATION RAR = RETURN AIR REGISTER (EXTERNAL INSULATION) -= EAR =EXHAUST AIR REGISTER ROOF MEMBRANE CEMENT -, 1_ -_ , ROOF SYSTEM ` �� ----_____.__-- SAG SUPPLY AIR GRILLE - - -_.- _ --_____-_1._.__.....___ ---- DRAWING INDEX I NOTES: -, \- LL` CEILING -- --CEILING DIFFUSER 1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH CEILING TYPEAS CALLED FOR BY SHEET NUMBER T TITLE ARCHITECT, -- -------------_. __..---------- - - ----._ M0.1 HVAC General information 12• DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. --._-----------.___----_-,---.-_._.. .----._.._ ._.._____� 3. CEILING DIFFUSERS SHALL BE 4 -WAY THROW UNLESS NOTED OTHERWISE OR SHOWN ON PLANS WITH Plan n -� M1.0 � HVAC Floor a DIRECTIONALDIRECTIONALARROW(S). -- -------------_- ------- ------ _-- - ------.---------- M1.1 HVAC Roof Plan 4. IF NECESSARY, PROVIDE TOP HAT FOR GRILLES REGISTERS AND DIFFUSERS. I _._T__-_-_-- -----.._.____ --__...._ __..-__-_._-_.. 5. PROVIDE EQUALIZING GRID (TITUS MODEL EG), FOR DIFFUSERS TAPPED DIRECTLY FROM BOTTOM I__._ ___. _._. M2.0 HVAC Design Criteria & OF DUCT, PROVIDE OPPOSED BLADE DAMPER (TITUS MODEL D-57). - ----- 0 Celli - Diffuser Runout Detailit�--l-�-------.------________...___I Specification Checklist I 6. PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS. _____9 Pi a. Su-girt On -Roof .------ _--.--------------.--.-"------ ----- -- ___..._._------------]--__-----__------------_------_.---- -------- _-----_----------------_-________--- ---_-----------------o---- Scale: None Scale: None L Cn 0 -� Cn Q C L_ � 0- -` w 0 c U s-- Cn0cw 0 NNN 0� � 00 � LL M ANO" Cn 0 M.= 0 v O 5 `- C -L f - W CA �0 CU- g � a) LLI _0 z z V/ o �N 3:ti L NO mi U a ." 0 Y -SPLITTER DAMPER SUBCONTRACTOR PRESENT AT THE CHECK, AND CCBAC. _._ -__ __ _ __ CONTROL ROD --- (TYPICAL) DURING THE i _ __ ___---------- -- --- -- 1; Z � __ - - - - -- - - - - --- _ - - _ _ - - (TYPICAL) 20: ANY AND ALL DEFECTS IN THE AIR CONDITIONING UNITS, INSTALLATION AND 35, HVAC FILTERS ARE TO BE CHANGED ON A QUARTERLY BASIS + a ED NI THE HVAC SUBCONTRACTOR FIRST WARRANTY YEAR BEGINNING WITH THE FIRST CHANGE AT THE DATE OF LEGEND/S I TVI BOLd7 AIR: DEVICE SCHEDULE ROOF DRA IN COLLECTORF SYSTEM OPERATION SHALL BE CORRECT - --- - - - - - 2 --- A CFM MAIN DUCT ; , , .. - ,.: RT. FAILURE TO STORE OPENING. NEW FILTERS ARE TO BE INSTALLED AT OPENING AND --- -- ---- -------------__----__.-- - PE NECK T FRAME FINISH NOTES -�_ - WITHIN 30 DAYS AFTER THE DISTRIBUTION OF THE EOC REPO ------------- -----_-------_._.__ TAG MFG./CAT. # TY I X D EVERY THREE MONTHS THEREAFTER WITH THE LAST CHANGE NINE MONTHS ____-_-_-__ IDENTIFY A DEFECT DURING THE EOC DOES NOT RELIEVE THE LANDLORD AN �________� -AIR CONDITIONING UNIT - RIGID ROUND OR RECTANGULAR DUCT i -__- -- -------�-----_---- �---__----__.--T-----------�`��,� TO SIZE SPLITTER_ � THE HVAC SUB -CONTRACTOR OF THE RESPONSIBILITY TO CORRECT AFTER OPENING.0 -137 CFM = 6 RND SUBSEQUENTLY IDENTIFIED DEFECTS. 138 -244 CFM = 8" RND �/ � - Y = B/A (X) I ( ) _ E � 'U u�lNL FIBERGLASS FLEXIBLE DUCT. 245 - 382 CFM =10" RND __` Z = X -Y DOWN SPOUT --------------�- I --_ --- -------------- �� EXHAUST FAN A TITUS -PCS CD 24 x 24 WHITE FINISH 1,2,3,4,5 DEPTH REMAINS 383 -549 CFM. =12" RND NOTE: FOR RETURN AIR FLOW, I \ _1. CONSTANT GV ZONE DEMARCATION LINES; EQUIDISTANT 550 - 748 CFM = 14" RND DELETE SPLITTER DAMPER -- -- ---.L_. / --- - -- BETWEEN SUPPLY REGISTERS OF ADJACENT 749 - 977 CFM =16" RND E- \_� GRAVITY VENTILATOR . \ -- -- r UNITS TO CALCULATE AREA OFZONE.------------------�-- --___ -----_-------. _---_.._._ -------- ------..__------------ � I 6 x 6 (MAX 125 CFM) � 6 x 6 SD SMOKE DETECTOR - BALANCE DAMPER B TITUS - TDC I CD 9 x 9 (MAX 281 CFM) 9 X9 WHITE FINISH 1,2,4,6 12x12 (MAX 500 CFM) 12 x 12 Condensation Termination Detail � ------_.....-- --- - - -- - :_...: -_------fi--- _. ---------__ ------ - ---- S litter Detail -------------- __--_--_--------------- { 7-Scale: p - - --- _ Scale: Norse CEILING SUPPLY AIR DIFFUSER None - MECHANICAL,WIRE BY ELEC.) BY 0 - 220 CFM - 6 RND �� � ( C THERMAFUSER I CD 221 - 355 CFM = 8" RND 24 x 24 WHITE FINISH 1,2,3,4 ) TF -HC I356 - 580 CFM =10" RND CEILING RETURN AIR GRILLE _... -- - -- - - _____ ----- __ _ -- -_._ - ti TEMPERATURE SENSOR (FIELD LOCATE PER I 14"0 (MAX 635 CFM) I 14°'0 1 � D TITUS -'TMRA CD � „ „ WHITE FINISH 1,2,4,6 CEILING EXHAUST AIR GRILLE EMS PIANS) 16"O (MAX 840 CFM) 16"O -- 6 x 6 (MAX 150 CFM) I-- SIDEWALL SUPPLY/RETURNiEXHAUST GRILLE EXHAUST FAN OR SUPPLY AIR RISER I ' 8 x 8 (MAX 267 CFM) I I 10 x 10 (MAX 417 CFM) I --SUPPLY DUCT SPIN -IN FITTING INSULATED ROUND I " SUPPLY AIR DUCT' RISER (LINED) C )) TITUS TMRA MOUNTED 3" BELOW LIGHTS FLEXIBLE DUCT E TITUS -PAR RAR 12 x 12 (MAX 600 CFM) 24 x 24 WHITE FINISH 1,2,4,6 WITH DAMPER 15 x 15 (MAX 938 CFM) (MAX, 8'-O" LONG) & RETURN AIR DUCT RISER (LINED) - ACCUTHERM THERMA-FUSER TYPE TF -HC I 18 x 18 (MAX 1350 CFfV,)' -- PLUMBER STRAP SIZE TO MATCH �°"_ VARIABLE DIFFUSER (CASH OFFICE, LOCKER 22 x 22 (MAX 2017 CFM) / _________.J_______.____ DIFFUSER NECK. I ROOM, MEN'S FITTING, AND FITTING FOYER - ' 8 x 8 MAX 185 CFM � 12 x 12 „ �\ - - � --- \_--I-'-------------- -__ � EXHAUST AIR DUCT RISER (LINED) ONLY.) I- -- - - ( ) . / - J -- - _-- _ . � \ F TITUS - 30 RL RAR 10x10 (MAX 295 CFM) 1202 12 WHITE FINISH 1,2,4,6 #12 TEK SCREW - / -- __ / '�. ! -SCHEDULE 40 PVC -11�- ----- _ _.�_ hl �,l�/ I.-..--------- ---------- --_ _-_-_---._-__---- --- _� ' 30 x 24 (MAX 1884 CFM) 30 x 24 TYP. / ( ) �\ 1 �/ CONDENSATE PIPING f'__ -_1________._____.___ _ = = _-- L �_ !� _- - - - .- ------..--- -- -- --- ---._ _..- --- - - - - -_ - ----- - --- -_ 1--- - _ �� / ----- -- - - ---- ` _f CD CEILING DIFFUSER N DEVICE TYPE LEGEND: MICRO PIPE SUPPORT ROUND METAL DUCT -- 4'-0" O. C. INSULATION RAR = RETURN AIR REGISTER (EXTERNAL INSULATION) -= EAR =EXHAUST AIR REGISTER ROOF MEMBRANE CEMENT -, 1_ -_ , ROOF SYSTEM ` �� ----_____.__-- SAG SUPPLY AIR GRILLE - - -_.- _ --_____-_1._.__.....___ ---- DRAWING INDEX I NOTES: -, \- LL` CEILING -- --CEILING DIFFUSER 1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH CEILING TYPEAS CALLED FOR BY SHEET NUMBER T TITLE ARCHITECT, -- -------------_. __..---------- - - ----._ M0.1 HVAC General information 12• DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. --._-----------.___----_-,---.-_._.. .----._.._ ._.._____� 3. CEILING DIFFUSERS SHALL BE 4 -WAY THROW UNLESS NOTED OTHERWISE OR SHOWN ON PLANS WITH Plan n -� M1.0 � HVAC Floor a DIRECTIONALDIRECTIONALARROW(S). -- -------------_- ------- ------ _-- - ------.---------- M1.1 HVAC Roof Plan 4. IF NECESSARY, PROVIDE TOP HAT FOR GRILLES REGISTERS AND DIFFUSERS. I _._T__-_-_-- -----.._.____ --__...._ __..-__-_._-_.. 5. PROVIDE EQUALIZING GRID (TITUS MODEL EG), FOR DIFFUSERS TAPPED DIRECTLY FROM BOTTOM I__._ ___. _._. M2.0 HVAC Design Criteria & OF DUCT, PROVIDE OPPOSED BLADE DAMPER (TITUS MODEL D-57). - ----- 0 Celli - Diffuser Runout Detailit�--l-�-------.------________...___I Specification Checklist I 6. PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS. _____9 Pi a. Su-girt On -Roof .------ _--.--------------.--.-"------ ----- -- ___..._._------------]--__-----__------------_------_.---- -------- _-----_----------------_-________--- ---_-----------------o---- Scale: None Scale: None C 0 w L 0 C CD C CD U w LU w w Cn I Cn Cn CDJ r - 0 L_ � 0- -` w 0 Cn U s-- Cn0cw 0 m v `ao'6 � LL LU z ANO" Cn 0 M.= 0 v O �N0/�N(CD I.L f - W CA Q_ --- C 0 w L 0 C CD C CD U w LU w w Cn I r - � 0- 0- LO o w 0 N o Q s-- a U LU 0 LL `AL; -2 UFFlUES/RR/REAR SLS ,I00 w.... ... F-26 1 E-1475 I J r I I 22x22 1 , F«tiQO. (TYP.2) 1 A-875 _ A-665 i \tib,16"0 14"0 TYP.4 TYP.6 ( ) r 1, C-400 N i ) E-1500 \, r 12"012x1 a' 1, 22x22 T CID TYP.4 , � _7 ( ) o co L.,,.. 1 __- Ili cS 1.1 - 14x16 22x20 I. , 14x18 - - ---- C 200: SD Xi 1 :1 ) _- 30x24 8"0 I SD ao F-1 6" I - _ t ` 11 lN fill r � 1 E -340'F,, -"it f 1 I I 1 "1 r =400 _ A-87 � 1' (TY�P8. ) TABLE 2: COMPARISON TABLE DESIGN VS. PROTOTYPE - MECH PROTO L__-_.____�_�.------_. 8 0 � - -I. - _ T T Zone Unit Mech Prototype -------- 82 84 86 �� 82 8'4 Be G� 8�� X34 86 �� 80 J`� 80 - - Tr1 AC UNIT AC UNIT Zone Total Spec Design Chart Column Design Difference Sum .J III-` C � maty 7f3 I. ?�T 78 I - Description . _- Area MBH tons SQ.Ft./7on aP 78 ----.._ --- -- ------------ ---------------- --------_- _ SG1.Ft./Ton Tons Tons 7 C -_ -------------------- - -_ 1 _ 1 - Stockroom T - 1,840 72 6.0 306 1 G 317 5.8 0.2 OK-LCH072H4B e``" 76 H - - -- -� -- -- --- �� 7 6 - H 2 2 AC -2 Offices/RR/Rear Sls 4,981 156 13.0 383 2 F + 80'x/0 394 12.6 _0.4 _ 74 G ,. �� 7 4 �� 74 T J N -_ - --- ---------------------- _ --- -- -- ------ - - -- - OK - LCH156H4B 7 2 72 �a 7 c' __.__3 -.-- 3 --Sales Ext. Wall LHS _ 5,209 156 13.0 - 400 -- - - 2 - --F + 80%0 --- 459_ 11.3 1.7 OK - I_CH 156H4B - ----� -- 7 0 C Jv 7n E .� -70 G _ 4 _ -----4 -. _Fitting F2ms/Fyr/Rear Sls- -2,312 72 6_0 - - 351 -?-- F + 80% 394 5.8 0.2 OK - LCH0721-14113 68 D J 68 T) �W . 66 r ---- 5 -- -5 - - Interior Sales 4,407 120 10 0 I 440 2 F + 80% 45 9 9.6 0.4 OK - LCH120H4B J -� s`� E'�' D _--- --� - :_Sales Ext. Wall RHS 5,498 156 13.0 423 2 F + 80% _ 542 10,2 I 2.8 OK - LCH156H4B 64 64 - 64 ,. C �, 7 � 7 Sales Ent 3,312_L__2 1017.5 {---___ ---------------- 6 - - --- -- ----- ry_- -- � ...__ 189 - --- -- -- _._- _:._ 208._ 15.9 1.6 OK - LCH210H413 60 � I r, D 60 TABLE 1: AC UNIT SQ FT/TON ART A- 20% 400 60% $0% B 120°Io 400,/0 60 _ Z U � - f - 1 _ � a 74 ?4 874 81 r 774 724 9 6, 1 60> n 1 r-- [- 'r 9 } , 6E 6�.5 > E40 f2� 611 59 / JT :�74 J t I r b 8J3 8291806 782 T 8,_ 158 , 40 11,_ 1 I , _ r r 669 6�J 640 > C , 626 F11 5J/ �8 „ J74 ,� I 817 853 829 806 782 I58 ' t 40 _722- 102j 21 7` i - 1f2 996 968 941 9F, 886-8"65--84-4 8 603 577 551 ? c 6 )OU 474 4 7 457 11 4 r 1360 350] 539 329 J 18 J10 , 302 2 o -- .o o - 0 _ 1- 01 0 -- 0 80 0 0 - - - - / /o C 20 4 -o o - /0 0 0 60 / /080 D o 0 0 /0 20 40 0 e E 2 0 o 0/ 40 _-o / 60 f 8 0 / F 20 T /040/06 - a/o so T i /o G 20 4 I- _--- - /0 0 /0 6U $ 7 : - - /0 0 /o H C -- T6 6 � _ - J5I 5 I F 3 518 4)8 , � ; I 479 4 6J 4. 1 4J6 � 1 I a 408 398 4 � I 388 31-- I- _ / 367 �, 7 3931 ,U - - 33 ) • �_� 317 31 -- - 1 304 - - - 298 2� 1 -a- - 185 f C 1 - - n2 JJ J - 39 5T 5 J2o � 1 1 5J - .� - � - 497 4 ._ - ; • 84 4- ^_. 16 467 4.9 � - T 1 .444 F31 n ' 4J1 4?_4 4 - 11 '111 05 4 OU 394 38 - -- - 3 383 J 1 - - - - 8 3 / J 3 - - 68 363 t- r 03 � h r �- - 6-85 667__6_53 6. - - 65J 6.. 6 i- 6, + 0 J � 96 . 61 5 .. _ 50 5J8 -- - J 2 J.9 5" _ _ _ I 0 J00 3 - - - � � +91 4d� 4 � r. �_ __-- - --- _ -._ /5 4 67 4 - _ _ 59 4J 1 - _ _ _ _ 444 438 51 � I 4 42_J r -- -- -- 18 F C I 1 1 5..9 � � , 53� �2 I "417_ r ,� 0 J11 J01 9 3 �I c446� o400� -- I 4 / f., -- 9 4J1 444 437 4 ..1 41.4 4 "-- 17 41 1 4UJ 394 J8 � �_ I r 8 J�3 378 J7 3 36 8 563 _------ -- ---------�_­_ _--- __- -- _ - 667 6 J 45 G3., 6 I - - 2461U 59n584 573 J61 JJC 538 5 d_ 7 r -__... 29 519 510 500 d. z _ 491 48J 5 4.7 4b, 4 I59 J4�8 431 425 418 -- 14 83 7, ' 5.-- .. 81_ i66 749. ', - � r.3 r.3716/00 6 c 876I466�F a � � - - C )47 7 � � T4- . 23 6�7_ - 50. JJl I 542 - 5 - 3� 52 , J X17 J01 49 1 - J I 24 4L - 8 - �91 579 J68 �3„6 C345 3. , , - 53 .,236 1 3 0/ 29, � 9 2.9 � 0 283 7_ 76 2.1 U 7 - 76,3 ' S -.� ,_�. _ 146 _40 S, 15 5 2.. 0 2 ,_ 1 217 - 2?_ - 1 X08 r _-_ _. _ ------ ------ ---- ---- - 7 7 � n 94 186 �_ 1 4 7 8 - �.66 1Gv r J - 248 {- 243 1J .7 I 8 2J_ c c 82 9 1 J I --------------- ---- -__ __- .�_.-- _ - O1 20,. 20G 196 J3 18..) 186f 183 180 178 17J -' _, 1 _1 .� � Ac � NOR1H Ex o� � � � _.._i___._.- � -- ---- P SI.R� AC. --4(B) REAR CFN TER SALES ** AC --7 NORTHEAST, SC LTH, WEST EXPOSURE AND A GLASS SHADING or 50%. AC --5 SALES INTERIOR AC -6 SALES PERIMETER RHS I r 0 0 -- 0 0 0 0 0 20 /040/ 6. I � � o 0 0%80 0 l 2 0 / 40 6 / 0 / 80 J- a / J I �I 280 �1 � 2/� 269 1 � )5 2 C 246 4 � 1 231 7,32 -. a 38 J 5 3� 349 '4, -.540 336 3 29 32. 3, {4 =7 I 1 1 406 40 � 1 � 389 J84 J 9 r 7 I J 1 -t� I l 1 z 3J8 3. , E 349 3 . ,4 , F 5 S L ,, J 6 3J._ J29 >. l J_5 �!_1 I I T T. o � � I 4 1 I S " 406 401 9`, 3 .589 384 J �� � / 3/3 . J8 �. ,� _ 489 E 85 ,81 4/ 461 461.454 448 - P 442 � c 1 2T 10 1 � � 176 _ I Jfi 94..1._ 91 18-- 8 18J 18 I/ 9 169 16`I 164 62 1591157 1,6 155,5 151 14E91 ® c o � " U Y oo00 c� _ M O , V � L- 0 O >1 -1-a n�' ry�W/ ^C1: 0 WQM N C)) -gO �ULL .�W-0 z O �� zC'4w NO J U _ - 1�i cn cn J L aD /C C/) `) w(L) W cu 3: V �L �Qq 0 o W W M Cl) C6 Ca"2 z c1'2 ® ONE c Uj r I-- U) U) of CIO L O UL U w i✓ LU y uj � N C N Cl) M 4 L1.. 4t CL LL Gn I I I I � I I LU I LU Q L) m w z O r. w a � LL � � Co L - I I AC A REA SERVED CH .1. _ r STOCK vv�� RVOM _ Cr_ C f l 65 7u 1,.� 8C �sJ HO jJ 10J 10J i1C 1 c. �- 6 �i � C 1 `; loo X30 8 � 90 " � 1 J..� _T - , < ` � � �_ � ) r T�; 80 8 J �� . J 100 10J 11J 2 MS. REAR -- FFICES RSTR _ SALE -- - 2 � 1 �_�� TML-' L.RATUf�F PF DRY � DRY )-3 J L.� i F IML TSA Tr�E ,, I � �,R I BIJ._D - 1-f._MPEF< � 4 TUr�E 3&6 _ SALES EX'TERI OR AREA ---- 2 -- 4{A) FITTING ROOMS FOYER, , ®ER, 2 CHART ' 1 i I -- _ � �- REAR SALES r - --- - - ._ _ - -- -A --- 4 B REAR SALES �' / OYER ENTRY 2 AC 1 1 STOCKROOM I - AG 2 NOT use D AC-- -� - 7 SALES F - _N CRY 5 7. SA - LES INTERI OR AREA 2 A( -3 SALES F J,IMEIER LHS -- 7 - - - SALES LES ENTRY - AREA N oRTH -3 AC-4(A) FITTING ROOMS, M" ICT R -- --� --- SALES EN'T'RY AREA - 3 R* 7 OFFI�'r=S AND RFSrROOM<, --___.-------- ART A- 20% 400 60% $0% B 120°Io 400,/0 60 _ Z U � - f - 1 _ � a 74 ?4 874 81 r 774 724 9 6, 1 60> n 1 r-- [- 'r 9 } , 6E 6�.5 > E40 f2� 611 59 / JT :�74 J t I r b 8J3 8291806 782 T 8,_ 158 , 40 11,_ 1 I , _ r r 669 6�J 640 > C , 626 F11 5J/ �8 „ J74 ,� I 817 853 829 806 782 I58 ' t 40 _722- 102j 21 7` i - 1f2 996 968 941 9F, 886-8"65--84-4 8 603 577 551 ? c 6 )OU 474 4 7 457 11 4 r 1360 350] 539 329 J 18 J10 , 302 2 o -- .o o - 0 _ 1- 01 0 -- 0 80 0 0 - - - - / /o C 20 4 -o o - /0 0 0 60 / /080 D o 0 0 /0 20 40 0 e E 2 0 o 0/ 40 _-o / 60 f 8 0 / F 20 T /040/06 - a/o so T i /o G 20 4 I- _--- - /0 0 /0 6U $ 7 : - - /0 0 /o H C -- T6 6 � _ - J5I 5 I F 3 518 4)8 , � ; I 479 4 6J 4. 1 4J6 � 1 I a 408 398 4 � I 388 31-- I- _ / 367 �, 7 3931 ,U - - 33 ) • �_� 317 31 -- - 1 304 - - - 298 2� 1 -a- - 185 f C 1 - - n2 JJ J - 39 5T 5 J2o � 1 1 5J - .� - � - 497 4 ._ - ; • 84 4- ^_. 16 467 4.9 � - T 1 .444 F31 n ' 4J1 4?_4 4 - 11 '111 05 4 OU 394 38 - -- - 3 383 J 1 - - - - 8 3 / J 3 - - 68 363 t- r 03 � h r �- - 6-85 667__6_53 6. - - 65J 6.. 6 i- 6, + 0 J � 96 . 61 5 .. _ 50 5J8 -- - J 2 J.9 5" _ _ _ I 0 J00 3 - - - � � +91 4d� 4 � r. �_ __-- - --- _ -._ /5 4 67 4 - _ _ 59 4J 1 - _ _ _ _ 444 438 51 � I 4 42_J r -- -- -- 18 F C I 1 1 5..9 � � , 53� �2 I "417_ r ,� 0 J11 J01 9 3 �I c446� o400� -- I 4 / f., -- 9 4J1 444 437 4 ..1 41.4 4 "-- 17 41 1 4UJ 394 J8 � �_ I r 8 J�3 378 J7 3 36 8 563 _------ -- ---------�_­_ _--- __- -- _ - 667 6 J 45 G3., 6 I - - 2461U 59n584 573 J61 JJC 538 5 d_ 7 r -__... 29 519 510 500 d. z _ 491 48J 5 4.7 4b, 4 I59 J4�8 431 425 418 -- 14 83 7, ' 5.-- .. 81_ i66 749. ', - � r.3 r.3716/00 6 c 876I466�F a � � - - C )47 7 � � T4- . 23 6�7_ - 50. JJl I 542 - 5 - 3� 52 , J X17 J01 49 1 - J I 24 4L - 8 - �91 579 J68 �3„6 C345 3. , , - 53 .,236 1 3 0/ 29, � 9 2.9 � 0 283 7_ 76 2.1 U 7 - 76,3 ' S -.� ,_�. _ 146 _40 S, 15 5 2.. 0 2 ,_ 1 217 - 2?_ - 1 X08 r _-_ _. _ ------ ------ ---- ---- - 7 7 � n 94 186 �_ 1 4 7 8 - �.66 1Gv r J - 248 {- 243 1J .7 I 8 2J_ c c 82 9 1 J I --------------- ---- -__ __- .�_.-- _ - O1 20,. 20G 196 J3 18..) 186f 183 180 178 17J -' _, 1 _1 .� � Ac � NOR1H Ex o� � � � _.._i___._.- � -- ---- P SI.R� AC. --4(B) REAR CFN TER SALES ** AC --7 NORTHEAST, SC LTH, WEST EXPOSURE AND A GLASS SHADING or 50%. AC --5 SALES INTERIOR AC -6 SALES PERIMETER RHS I r 0 0 -- 0 0 0 0 0 20 /040/ 6. I � � o 0 0%80 0 l 2 0 / 40 6 / 0 / 80 J- a / J I �I 280 �1 � 2/� 269 1 � )5 2 C 246 4 � 1 231 7,32 -. a 38 J 5 3� 349 '4, -.540 336 3 29 32. 3, {4 =7 I 1 1 406 40 � 1 � 389 J84 J 9 r 7 I J 1 -t� I l 1 z 3J8 3. , E 349 3 . ,4 , F 5 S L ,, J 6 3J._ J29 >. l J_5 �!_1 I I T T. o � � I 4 1 I S " 406 401 9`, 3 .589 384 J �� � / 3/3 . 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', - � r.3 r.3716/00 6 c 876I466�F a � � - - C )47 7 � � T4- . 23 6�7_ - 50. JJl I 542 - 5 - 3� 52 , J X17 J01 49 1 - J I 24 4L - 8 - �91 579 J68 �3„6 C345 3. , , - 53 .,236 1 3 0/ 29, � 9 2.9 � 0 283 7_ 76 2.1 U 7 - 76,3 ' S -.� ,_�. _ 146 _40 S, 15 5 2.. 0 2 ,_ 1 217 - 2?_ - 1 X08 r _-_ _. _ ------ ------ ---- ---- - 7 7 � n 94 186 �_ 1 4 7 8 - �.66 1Gv r J - 248 {- 243 1J .7 I 8 2J_ c c 82 9 1 J I --------------- ---- -__ __- .�_.-- _ - O1 20,. 20G 196 J3 18..) 186f 183 180 178 17J -' _, 1 _1 .� � Ac � NOR1H Ex o� � � � _.._i___._.- � -- ---- P SI.R� AC. --4(B) REAR CFN TER SALES ** AC --7 NORTHEAST, SC LTH, WEST EXPOSURE AND A GLASS SHADING or 50%. AC --5 SALES INTERIOR AC -6 SALES PERIMETER RHS I r 0 0 -- 0 0 0 0 0 20 /040/ 6. I � � o 0 0%80 0 l 2 0 / 40 6 / 0 / 80 J- a / J I �I 280 �1 � 2/� 269 1 � )5 2 C 246 4 � 1 231 7,32 -. a 38 J 5 3� 349 '4, -.540 336 3 29 32. 3, {4 =7 I 1 1 406 40 � 1 � 389 J84 J 9 r 7 I J 1 -t� I l 1 z 3J8 3. , E 349 3 . ,4 , F 5 S L ,, J 6 3J._ J29 >. l J_5 �!_1 I I T T. o � � I 4 1 I S " 406 401 9`, 3 .589 384 J �� � / 3/3 . 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O � cd M p V/ iii � w cT /�. 0 C N d Q ti�� M 4 Qj w Cl) �LO 'L LL, [Y] LL. '� ¢ C) LU ���C VJ C = 0 >o �UU- w U ON z o� W J NO V � a U ! u'I! yz, 5 n �n 0 C/ O 04 N L CD cc O EF U)) v i ! O �n 0 C/ O 04 N L CD cc O EF U)) �n 0 co 4- O O 0 U w W Zw 00 W C/ O 04 N L CD cc O L� U)) ! L L �. 4p- T ! `Y U /�. 0 C N M C Q ^�♦ w `M 0.O Cl) �LO 'L LL, [Y] LL. '� ¢ C) LU ���C VJ C = 0 Ec U)U �UU- W -o z o� W J NO V co 4- O O 0 U w W Zw 00 W Cl) O 04 N O O CD cc L L� O N O ! L L �. 4p- T ! N U /�. 0 C N HF Q CQ m Z 0.O Cl) o LL, [Y] LL. '� ¢ C) LU 0 Ec U)U co 4- O O 0 U w W Zw 00 W E O 04 N O O CD cc L L� O N O ! I ! M ih a N N Iw-- ) LL, [Y] LL. '� ¢ C) LU M U O CuU CL ) W Cu U I!� .W 0 V w Q w _ J� U) ---- 0 U a HVAC DESIGN CRITERIA &CHECKLIST_ a. USE, REVIEW & COMPLETION IS F- CI. MANDATORY FOR ALL ROSS CO PROJECTS. C CONTACT ROSS WITH ANY QUESTIONS. wR - W �, w< X u °� � 50 U,ej W 5 �, w � u °� cc 00 U) LL W a z w 0 u 'W � 0 C OU F5 LL 1 OUT_SID_E_ AIR DESIGN Architect_ Engineer Reviewer 1.A _ SUMMER DRY BULB AND WET BULB TEMPERATURES: 1% ASHRAF DESIGN TAB HVAC DESIGN CRITERIA & CHECKLIST _ 1.13 __ WINTER DRY BULB TEMPERATURE: 99% ASHRAE DESIGN USE, REVIEW & COMPLETION IS _TAB W HVAC DESIGN CRITERIA & CHECKLIST w w w LL 2 ROOM DESIGN_ --- -__ Architect Engineer Reviewer 2.A SUMMER: 74 "F DRY BULB TEMPERATURE AND 50% RELATIVE _ HUMIDITY MANDATORY FOR ALL ROSS TAB --- - 2.13 _ WINTER: 70 "F DRY BULB TEMPERATURES a _TAB_ u- u- u-- a Np 3 --- PEOPLE DESIGN uj z 7.A.2 -- -- 3.A QUANT-ITY -- Architect - Enneer Reviewer ----- 3.A.1 - - - Y: S RETAIL SALES AREA ENTRY: . FT. PERSON Q coo __ goo _ 3.A.2_ _ _ _75 RETAIL SALES AREA, GENERAL: ^125 SQ. FT PERSON ZONING IS MANDATORY PER PROTOTYPICAL HVAC DESIGN LAYOUT .---TAB TAB (0u. 3.A.3 FITTING ROOM, WOMEN'S: 35 SQ, FT. PERSON Y TAB _ 3.A.4 FITTING ROOM, MEN'S:_75 SQ. FT.L RSON_ TAB WITH SMACNA STANDARDS. 3.A.5 0 . (-. FT. PERSON FITTING ROOM, FOYER 5 S �-� - _ _ --- - TAB -.__- - 3 A.6 - --- LOCKER ROOM: 50 S . FT, PERSON R Q _ _TAB. _ 6.C.3 3.A.7 OFFICE: 75 SQ. FT. PERSON __- _ TAB -- 3.A.8 - CORRIDOR: 200 SQ. FTIPERSON -�- _- TAB _ 3.A.9 TOILETS: 100 SQ. FT - /PERSON Y TAB 3.A.10 STOCK ROOM: 250 SQ. FT./PEP,SON _ TAB ACOUSTIC INSULATION. 3.A.11 CASH ROOM: 150 SQ.FT. PERSON _ _ _TAB Y -- -- -- 6.F - 3.6 HEAT GAIN_ -_ - Architect - Engineer Reviewer _ 3.8.1 3.13.1 SENSIBLE HEAT: 240 BTUH/PERSON SUPPLY AIR TAB Engineer 3.13.2 - LATENT: 2.10 BTUH/PERSON-- Y TAB TAB _ - FT. AREA SERVED, AND 800 CFM CAPACITY (-THE MOST RESTRICTIVE 4 - VENTILATION DESIGN, 4.A _ _- OUTSIDE AIR Architect Engineer Reviewer 4.A.1 15 CFM/PERSON MIN PER ASHRAE RECOMMENDATION OR AS REQUIRED BY APPLICABLE LOCAL CODES. Architect TAB -_ 6.D.1 INTERIOR FLAT BLACKJ_ _ _ TAB 4.13 INFILTRATION Architect Engineer Reviewer 4.8.1 RETAIL SALES AREA, ENTRY: 300 CFM / 3 FT. DOOR. _ _ 7.A.2.E TAB BALANCE DAMPER IS PROVIDED 4.8.2 -__ STOCK ROOM: 800 CFM FOR OVERHEAD LOADING DOCK DOOR USE BETWEEN 8- 10AM COOING/HEATING LOAD ESTIMATE) _ T_ TAB Y_ AC --4 THE FOYER AND MEN'S FITTING ROOM SHALL HAVE -TEMPERATURE - TAB 6.F.1.11D 4.0 EXHAUST SYSTEMS Architect - Engineer Reviewer 4.C.1 MECHANICAL EXHAUST: LOCKER ROOM, TOILETS, JANITOR, AND EQUIPMENT CLOSET AT 6 AIR CHANGES PER HOUR. T- BAR CEILING: TITUS PCS TAB TAB 4.C.2 MECHANICAL EXHAUST (SEE SECTION 6.C.5) OR GRAVITY VENTILATOR: ELECTRICAL ROOM.__ Y TAB - TAB _ _ 13.17.1.D.3 Y __ SIDE WALL: TITUS 272 RS NOT PERMITTED ON SALES FLOOR) ­N/A 5 ELECTRICAL DESIGN LOADS__ 6.F.1.D.4 Y - 5.A LIGHTS: _ Architect Engineer Reviewer 5.A.1 USE ACTUAL LIGHTING DESIGN. _ 5.A.2 - LIGHTING GUIDELINE FOR USE IF ACTUAL DESIGN IS AVAILABLE AS LIGUIDUN FOLLOWS: STOCKROOM: TITUS TMRA MOUNTED 3? BELOW LIGHTS --- 5.A.2.A _ RETAIL SALES AREA, GENERAL: 1.3 WATT/SQ.FT. Y TEMPERATURE CONTROL. ZONES, NUMBERED AND SIZED ACCORDING _ 5.A.2.B RETAIL SALES AREA, VALANCE: 12 WATT/LINEAR FT. ON PERIMETER WALLS - Y OUTLET SIZE SHALL BE SELECTED AT A MAXIMUM NO OF 35 OR LESS- 5,A.2.0 DRESSING ROOM, WOMEN'S: 3.25 WATT SQ. FT, - 7.A.3 -- Y 5.A.2.D DRESSING ROOM, MEN'S: 3.00 WATT/sQ. FT. _._STAB - 6.17.11Y 5.A.2.E DRESSING ROOM, FOYER: 1:50 WATT/SCS.- FT.. _ TAB 5.A.2.F-� _ _ LOCKER ROOM, OFFICE, CASH, STOCKROOM; TOILETS: 1.80 W/SQ. FT. TERMINAL VELOCITY OF 100 FPM OR LESS. Architect En ineer - 5.A.2.G CORRIDOR: 1.00 WATT/SQ. FT.__ Y __ THE LOCATION AND DISTRIBUTION PATTERN FOR SUPPLY DIFFUSERS Architect TAB _ 6.B.4.A INSTALLED IN "HARD" CEILING ROOMS SHALL BE SELECTED -TO 5.13 ELECTRICAL OUTLETS (EQUIPMENT LOAD) Architect -Engineer Reviewer 5.6.1 _ MANAGER OFFICE: 1000 WATTS 7.D _ 5.13.2 - CASH: 250 WATTS TAB 5.8.3 LOCKER ROOM: 1000 WATTS SUPPLY AIR CFM SHALL BE BALANCED WITH RETURN AIR CFM, 5.13.4 - EQUIPMENT CLOSET: 1000 WATTS OUTSIDE AIR CFM MUST BE INDICATED SEPARATE TO THE SUPPLY AIR M U O CuU CL ) W Cu U I!� .W 0 V w Q w _ J� U) ---- 0 U �CL a a a e W HVAC DESIGN CRITERIA &CHECKLIST - Lu X Lu CL Q HVAC DESIGN CRITERIA & CHECKLIST W W USE, REVIEW & COMPLETION IS W HVAC DESIGN CRITERIA & CHECKLIST w w w LL I.- C • W o z w USE, REVIEW &COMPLETION IS r MANDATORY FOR ALL ROSS 2 u- X02 a PROJECTS. u- u- u-- a Np z z uj z 7.A.2 20- CONTACT ROSS WITH ANY QUESTIONS. _ TAB v 6- W coo 0o goo 6.A It -o ZONING IS MANDATORY PER PROTOTYPICAL HVAC DESIGN LAYOUT U)u- (0u. Uaua 6.E.4 Y DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE TAB _ 6.A.1 WITH SMACNA STANDARDS. TAB 6.E,5 Y _ _ UNLESS A HIGHER LEVEL IS REQUIRED BY CODE, DUCTWORK --- _ _ 6.C.3 _ Y INSULATION SHALL BE 2" THICK ONE POUND DENSITY FIBERGLASS TAB_-_,_ -- _ _ 6.6.3.E Y INSULATION WITH A VAPOR BARRIER JACKET. SUPPLY AND RETURN TAB _6.A.2 6.A.2.A. _ Y DUCTS WITHIN 15' OF HVAC UNITS SHALL HAVE 1" INTERIOR N/A ACOUSTIC INSULATION. TAB 6.A.2.B Y -- -- -- 6.F - Y AIR DISTRIBUTION DESIGN TAB 6.F.1 Y SUPPLY AIR Architect - Engineer Reviewer -- 6.F.1.A Y _ _ OUTLETS WITHIN LARGE AREAS SHALL BE LIMITED TO BOTH 1200 SQ. TAB _ 6.A.3 FT. AREA SERVED, AND 800 CFM CAPACITY (-THE MOST RESTRICTIVE TAB TO TAB _ 6.F.1.B Y OUTLETS SHALL BE STEEL WITH A WHITE FINISH (PAINT VISIBLE Architect TAB -_ 6.D.1 INTERIOR FLAT BLACKJ_ _ _ TAB 6.F.1.0 Y W OUTLET OBD DAMPERS ARE NOT REQUIRED WHEN A BRANCH DUCT ........ TAB 7.A.2.E Y BALANCE DAMPER IS PROVIDED TAB __...__ 6.A.4.113 Y_ AC --4 THE FOYER AND MEN'S FITTING ROOM SHALL HAVE -TEMPERATURE _ TAB 6.F.1.11D Y OUTLET -TYPES SHALL BE THE_ FOLLOWING (NO EXCEPTIONS _ - _ Architect Engineer Reviewer 65.1.11D.1 Y T- BAR CEILING: TITUS PCS - TAB 6.F.1.D.2 Y _ HARD CEILING: TITUS TDC _ „ TAB _ _ 13.17.1.D.3 Y __ SIDE WALL: TITUS 272 RS NOT PERMITTED ON SALES FLOOR) ­N/A -:_- TAB 6.F.1.D.4 Y - LOCKER ROOM, MENS FITTING, FITTING FOYER, MANAGER'S OFFICE, TAB _ 6.A.7 Y AND CASH OFFICE: ACUTHERM THERMA-_FUSER TYPE TF -HC TAB 6.F.1.D.5 Y- STOCKROOM: TITUS TMRA MOUNTED 3? BELOW LIGHTS TAB --_ 6.6.3.1 Y TEMPERATURE CONTROL. ZONES, NUMBERED AND SIZED ACCORDING _ TAB _ 6.F.1.E Y OUTLET SIZE SHALL BE SELECTED AT A MAXIMUM NO OF 35 OR LESS- _ TAB - 7.A.3 -- Y AND A MAXIMUM NECK VELOCITY OF 800 FPM OR LESS. _._STAB - 6.17.11Y Y_ OUTLET DISTRIBUTION PATTERN AND SELECTED FOR A MAXIMUM _ TAB 6.6.1 Y TERMINAL VELOCITY OF 100 FPM OR LESS. Architect En ineer - Reviewer 6.F.1.G Y __ THE LOCATION AND DISTRIBUTION PATTERN FOR SUPPLY DIFFUSERS Architect TAB Reviewer 6.B.4.A INSTALLED IN "HARD" CEILING ROOMS SHALL BE SELECTED -TO TAB 6.D.2.A PROVIDE CONTINUOUS FLOW BETWEEN THE SURFACE MOUNTED 7.D Y LIGHTING FIXTURES. TAB 6.F.1.H _ _ Y SUPPLY AIR CFM SHALL BE BALANCED WITH RETURN AIR CFM, OUTSIDE AIR CFM MUST BE INDICATED SEPARATE TO THE SUPPLY AIR TAB 7.B ---AIR Y CFM ON THE HVAC EQUIPMENT SCHEDULE. TAB --- -- -7. - -RETURN � EXHAUST _ Architecthitec En ineer Reviewer _ _.F._2 6.F.2.A Y � THE RETURN AIR SYSTEM SHALL BE COMPLETELY DUCTED. RETURN TAB �6.F.2.13 AIR CEILING PLENUMS ARE NOT ACCEPTABLE.__-- ------ TAB -- __-- 7.B.2 Y OUTLETS SHALL BE STEEL WITH WHITE FINISH___ -__ _- TAB -TAB Reviewer 6.F.2.0 Y- OUTLET OBD DAM,PF.RS ARE NOT REQUIRED WHEN A BRANCH DUCT E BALANCE DAMPER IS_PROVID,=M_--___-_-_ .-_ -TAB 6.F.2.D Y .T. _ - C OUTLET TYPES SHALL BE AS FOLLOWS: �- -_ _-___-�chitect Engineer i wer Reviewer 6.F.2.D.1 Y T BAR CEILING: TITUS PAR - TAB _T 65.2.11D.2 Y HARD CEILING: TITUS 30 Rt ArchitectEn ' TAB Reviewer 6.F.2A.3 Y - VVALL� TITUS 30 RL SILL TAB - 6.F.2.E Y _ _ _ _ _ OUTLET SIZE SHALL BE_ -SELECTED AT A MAX MUM NECK VELOCITY OF- ( 400 FPM OR LESS. _ FACE VELOCITY �F _ 600 FPM AND A MAXIMUM A _ TAB � ______. -6.F.2.F __ Y _ _ _ _ _ LOCKER ROOM: SHOW EXHAUS_�_ONLY, NO RETURN AIR. �_ - I Archite_c_t _ TAB 7.A Y _- ADDITIO A N L R UIREMENTS _ _ EQ -------------------- - - _ __.-- COORDINATION .COO - - __-- -------- Architect --- -- -En ineer --_�.-- __.-- ---------- Reviewer .__.__...__- _ 7.A.1 Y _ �.On - ) SERVICES THE ME=CHANICAL_ NfRACTOR SHALL_: F ROVIDE .SERVICE_, FOR THE I TAB 6.6.2.6 Y EMS CONTRACTOR AS SPECIFIED IN THE EMS NOTES, SHEET F2.0, _ TAB I 6.13A.D.5 DETAIL 1, --NOTE B, THIS DOCUMENT IS _ESSENTIAL m TAB M U O CuU CL ) W Cu U I!� .W 0 V w Q w _ J� U) ---- 0 U �CL a a a e W HVAC DESIGN CRITERIA &CHECKLIST - Lu X Lu CL Q HVAC DESIGN CRITERIA & CHECKLIST � x USE, REVIEW & COMPLETION IS ►- Cl Co � � w w w USE, REVIEW & COMPLETION IS I.- C • MANDATORY FOR ALL ROSS o o z c� CO PROJECTS. o= o °a° o W w a CONTACT ROSS WITH ANY QUESTIONS. vi� 2W � °� v Np 00 C7 00 C7 M 7.A.2 Y AIR CONDITIONING UNIT MANUFACTURER: LENNOX INDUSTRIES, INC. _ TAB - 6- Y HVAC SYSTEM DESIGN_ Architect Engineer Reviewer 6.A Y ZONING IS MANDATORY PER PROTOTYPICAL HVAC DESIGN LAYOUT TAB -Y PLAN_ -- _ 6.A.1 AC -1 STOCKROOM, ONLY. TAB 6.A.1.A Y AC -1: CONTROL TEMPERATURE SENSOR_ SHALL BE LOCATED ABOVE --- _ _ 6.C.3 _ Y THE DOOR @+93" AFF. TAB_-_,_ -- _ _ 6.6.3.E Y AC -2 OFFICES, RESTROOMS AND REAR RETAIL SALES. TAB _6.A.2 6.A.2.A. _ Y _ _ AC -2 UNIT CONTROL TEMPERATURE SENSOR TO BE LOCATED IN THE MANAGER N/A OFFICE +54" AFF AND A MONITORING ONLY SENSOR IN THE CASH OFFICE. TAB 6.A.2.B Y AC -2 THE LOCKER BREAKROOM & CASH OFFICE SHALL HAVE TEMPERAIURE TAB _ 7.A.2.0 Y CONTROL SUB -ZONES PROVIDED BY SELF CONTAINED VAV CHANGEOVER TAB 7.6.3.E Y TYPE CONTROLLED CEILING SUPPLY DIFFUSERS "TH'ERMAFUSER TYPE TF -HC. - 6.A2C Y AC 2DO NOT PROVIDE RETURN AIR FROM THE LOCKER ROOM. TAB _ 6.A.3 AC --3 RETAIL SALES FLOOR EXTERIOR/PERIMETER WALL AREA, LEFT SIDE AS VIEWED FROM STORE ENTRY. TAB 6.A.4 Y - _ AC -4: MEN'S AND WOMEN'S FITTING ROOMS, FOYER, REAR RETAIL SALES Architect En ineerReviewer -_ 6.D.1 FLOOR AT FOYER ENTRY, TAB 6.A.4.A. Y AC -4 UNIT CONTROL TEMPERATURE SENSORS SHALL BE LOCATED WITHIN THE ........ TAB 7.A.2.E Y WOMEN'S FITTING ROOM CORRIDOR @+93" AFF. TAB __...__ 6.A.4.113 Y_ AC --4 THE FOYER AND MEN'S FITTING ROOM SHALL HAVE -TEMPERATURE _ TAB _ 6.D.1.11)BLE 6.D.1. Y _ CONTROL SUB --ZONES PROVIDED BY SELF CONTAINED VAV CHANGEOVER _ TAB 7.A.2.F Y TYPE CONTROLLED CEILING SUPPLY DIFFUSERS "THERMAFUSER TYPE TF -HC. TAB 6.A.5 Y AC -5: RETAIL SALES FLOOR INTERIOR AREA. TAB - 6.A.6 Y AC -6: RETAIL SALES FLOOR INTERIOR AREA. -:_- TAB _ 6.D.1.H .-i-INSULATION Y RIGHT SIDE AS VIEWED FROM STORE ENTRY. TAB _ 6.A.7 Y AC --7: RETAIL SALES FLOOR ENTRY AREA, WIDTH OF ENTRY GLASS. TAB 6.A.8 Y _ REMODEL. & TAKEOVER PROJECTS SHALL HAVE EQUIVALENT 6.6.3.1 Y TEMPERATURE CONTROL. ZONES, NUMBERED AND SIZED ACCORDING _ TAB _ 6.D.1.J Y TO THE PROTOTYPICAL_ ZONES DESCRIBED. _ N/A - 7.A.3 -- Y ALL EQUIPMENT; INSTALLATION, DESIGN AND OPERATION DEFECTS _._STAB - 6.6 Y_ AIR CONDITIONING UNIT - _ 6.6.1 Y NATIONAL ACCOUNT INFORMATION Architect En ineer - Reviewer 6.B.1.A Y ROSS DRESS FOR LESS HAS A NATIONAL ACCOUNT AGREEMENT Architect TAB Reviewer 6.B.4.A WITH LENNOX INDUSTRIES TO SUPPLY HVAC PRODUCTS FOR ALL TAB 6.D.2.A LOCATIONS. NO SUBSTITUTIONS WITHOUT SPECIAL CONDITIONS AND 7.D Y THE APPROVAL OF ROSS' V.P. OF CONSTRUCTION, (925)_9 65- 4755. TAB 6.6.1.6 Y LENNOX INDUSTRIES INC. SHALL BE PROVIDED WITH THE UNIT SPECIFICATIONS AND SCHEDULE BY THE G.C. PRIOR TO BID DATE 7.B ---AIR Y FOR PRODUCTION SCHEDULING AND FOR PREPARATION OF THEIR TAB --- -- -7. - -Y- --- QUOTATION TO BIDDERS. Engineer er Reviewer - 6.B.1.0 Y HVAC CONTRACTORS ARE DIRECTED TO CALL ERIC THORDARSON, LENNOX TAB NATIONAL ACCOUNT REPRESENTATIVE FOR EQUIPMENT INFORMATION ------ TAB -- __-- 7.B.2 - -- Y SEE CONTACT LIST SHEET AO.0 Architect --g ineer Reviewer 6.B.1.D Y EQUIPMENT WARRANTY - LENNOX INDUSTRIES SHALL PROVIDE A NON -PRORATED WARRANTY OF 5 YEARS FOR THE COMPRESSORS -TAB 6.D.3 AND 10 YEARS FOR THE HEAT EXCHANGERS. 7.6.2.6 Y AFTER THE BALANCING BEEN COMPLETED,PROVIDE A WRITTEN TAB 6.6.2 Y TYPE - ArchitectEn ineer Reviewer 6.B.2.A Y _ _ FURNISH AND INSTALL LENNOX "L" SERIES HIGH EFFICIENCY, TAB PACKAGED ROOF MOUNTED, GAS HEATING, ELECTRIC COOLING TAB E.6.4.D.1 - UNITS. Archite_c_t TAB 6.6.2.6 Y USE OF ELECTRIC HEATING OR HEAT PUMPS REQUIRES SPECIAL Architect N/A 7. B. Y CONDITIONS AND THE APPROVAL OF ROSS' V.P. OF CONSTRUCTION. TAB 6.6.2.6 Y VERTICAL (DOWN -FLOW) TYPE UNITS ARE STANDARD.. _ _ TAB 6.13A.D.5 INSTALLATION TO DETERMINE IF ALL RE=QUIRED BALANCING m TAB 6.B.3 Y --[-FACTORY FACTORY OR FIELD INSTALLED ITEMS - Architect I Engineer Reviewer 6.B.3.A Y LENNOX TO SUPPLY FACTORY INSTALLED AND FACTORY TESTED TAB 6.B.4.D.8 NOVAR 2051 CONTROL MODULES FOR ALL NEW UNITS. EMS TAB_- _ 6.B.4.E Y SUBCONTRACTOR TO SUPPLY NOVAR CONTROLS ON EXISTING UNITS, TAB UNIT MANUFACTURER TO PROVIDE CONVENTIONAL THERMOSTAT TAB INTERFACE IN EXISTING UNITS FOR NOVAR CONTROLS. M U O CuU CL ) W Cu U I!� .W 0 V w Q w _ J� U) ---- 0 U �CL a a a e W HVAC DESIGN CRITERIA &CHECKLIST - Lu W Lu CL Q w w a Z w USE, REVIEW & COMPLETION IS ►- Cl Co MANDATORY FOR ALL ROSS ` w c� C •MANDATORY PROJECTS. o o o W w a CONTACT ROSS WITH ANY QUESTIONS. � W o m °� 0 Wo CONTACT ROSS WITH ANY QUESTIONS. vi� 0 Ow ; U W u- (0 U,° U5 LL 7.A.2 Y AIR CONDITIONING UNIT MANUFACTURER: LENNOX INDUSTRIES, INC. _ TAB - 7.A.2.A Y MECHANICAL CONTRACTOR SHALL PROVIDE AN EQUIPMENT Architect En ineer. - 7.B.3.0 Y OPERATIONAL CHECK AFTER THE HVAC INSTALLATION AND STARTUP TAB -Y IS COMPLETED PER MANUFACTURER INSTRUCTIONS, LENNOX TAB 6.C.2 AUTHORIZED PERSONNEL SHALL THEN INSPECT THE EQUIPMENT TAB _ 7.B.3.D Y INSTALLATION AND THE SYSTEM OPERATION. --- _ _ 6.C.3 _ Y EOC DOCUMENTATION SHALL BE PROVIDED TO THE ROSS TAB_-_,_ _- _ _ 6.6.3.E Y CONSTRUCTION REPRESENTATIVE. 7.A.2.6 _ _ Y LENNOX NATIONAL ACCOUNTS WILL PROMPT THE COMMUNICATION FOR N/A AN FOC, WHICH WILL. BE SCHEDULED IN COORDINATION WITH THE TAB 6.6.3,11D Y MECHANICAL CONTRACTOR. TAB _ 7.A.2.0 Y PRIOR TO SCHEDULING THE EOC, THE HVAC SUBCONTRACTOR SHALL TAB 7.6.3.E Y VERIFY THAT; THE SHIPPING BLOCKS HAVE BEEN REMOVED, ALL OF 6.6.3.E Y THE AIR CONDITIONING UNITS ARE OPERATIONAL, DUCTWORK, GAS TAB PIPING, CONDENSATE PIPING, POWER WIRING AND CONTROL WIRING HAVE BEEN INSTALLED. TAB 7.A.2.D Y - THE HVAC SUBCONTRACTOR SHALL PROVIDE AT THEIR COST A Architect En ineerReviewer -_ 6.D.1 QUALIFIED SERVICE TECHNICIAN TO BE PRESENT DURING THE TAB _ 6.D.1.A Y EQUIPMENT OPERATION CHECK. _ ........ TAB - 7.A.2.E Y LENNOX INDUSTRIES, INC. SHALL PROVIDE A WRITTEN COPY OF THE TAB __...__ _ 6.D.1.0 Y_ EOC REPORT TO -THE-ASSIGNED ROSS CONSTRUCTION REP, _ TAB _ 6.D.1.11)BLE 6.D.1. Y _ THE SUBCONTRACTOR PRESENT AT THE CHECK, AND CCBAC. _ N/A _ 7.A.2.F Y -HVAC ANY AND ALL. DEFECTS IN THE AIR CONDITIONING UNITS, TAB _ 6.6.3.G Y INSTALLATION AND SYSTEM OPERATION SHALL. BE: CORRECTED BY __TAB TAB - 6.D.1.G Y THE HVAC SUBCONTRACTOR WITHIN 30 DAYS AFTER THE -:_- TAB _ 6.D.1.H .-i-INSULATION Y DISTRIBUTION OF THE EOC REPORT. FAILURE TO IDENTIFY A DEFECT TAB 6.6.3.11H Y DURING THE EOC DOES NOT RELIEVE THE LANDLORD AND THE HVAC TAB 7.13-5 Y SUB -CONTRACTOR OF THE RESPONSIBILITY TO CORRECT 6.6.3.1 Y SUBSEQUENTLY IDENTIFIED DEFECTS. _ TAB _ 6.D.1.J Y PACKAGE (TECHNICOAT) WHEN SITE IS LOCATED WITHIN 6 MILES OF _ N/A - 7.A.3 -- Y ALL EQUIPMENT; INSTALLATION, DESIGN AND OPERATION DEFECTS _._STAB - 7.6 Y DISCOVERED DURING THE INSTALLATION, CHECK, BALANCE AND _ 6.D.2 OPERATION OF THE HVAC SYSTEM THAT REQUIRE A CHANGE IN THE 6.6.4 DESIGN AND SPECIFICATION OF THE HVAC SYSTEM OR ITS Architect TAB Reviewer 6.B.4.A COMPONENTS MUST BE PROPERLY INCORPORATED BY CHANGE 6.D.2.A ORDER IN THE PROJECT CONSTRUCTION DOCUMENTS AND THAT 7.D Y CHANGE -ORDER REVIEWED AND APPROVED BY BOTH THE LANDLORD TAB AND THE ROSS CONSTRUCTION REPRESENTATIVE. MUST MEET OR EXCEED ASHRAF 90.1 1999 MINIMUM REQUIREMENTS 7.B ---AIR Y BALANCING ----- -�--Architect --- -- -7. - -Y- --- QUALIFICATIONS ATIO-N-S Engineer er Reviewer - 7.B.1.A Y _ THE AIR BALANCING SHALL BE DONE BY AN INDEPENDENT AABC OR TAB NE:BB CERTIFIED FIRM AT THE COST OF THE GENERAL CONTRACTOR. ---------- ------ -En -- __-- 7.B.2 - -- Y ----- __..._----- -- _-_ - Architect --g ineer Reviewer 7.B.2.A Y -SUBMITTALS _ _ -_ _ __._..-_ WITHIN 30 DAYS AFTER 1HE CONTRACT IS AWARDED PROVIDE THE NAME AND QUALIFICATIONS OF THE BALANCING SUBCONTRACTOR TAB 6.D.3 AND SAMPL E TEST FORMS TO BE USED FOR THE BALANCING REPORT 7.6.2.6 Y AFTER THE BALANCING BEEN COMPLETED,PROVIDE A WRITTEN TAB 6.BA.D COPY OF THE BALANCING REPORT -TO 1') THE ROSS CONSTRUCTION REPRESENTATIVE, TAB 2 THEHVAC SUB CONTRACTOR, AND E.6.4.D.1 - I - , OMATION. SP 3 C&.0 _E BUILDING AUT Archite_c_t TAB 7._6.3 Y EXECUTION __ Architect EngineerR1_Reviewer 7. B. Y PT,IOR-TO COMMENCING WITH THE BALANCING WORK THE TAB 6.13A.D.4 Y BALANCING SUBCONTRACTOR SHALT_ INSPECT ]-HE DUCTWORK TAB 6.13A.D.5 INSTALLATION TO DETERMINE IF ALL RE=QUIRED BALANCING m TAB 6.13A.D.6 DAMPERS AND ACCESS DOORS/PANELS HAVE BEEN INSTALLED. TAB - 6.13A.D.7 J_DO NOT USE OUTLET OBD FOR BALANCING. TAB M U O CuU CL ) W Cu U I!� .W 0 V w Q w _ J� U) ---- 0 U �CL W w w e W HVAC DESIGN CRITERIA & CHECKLIST Lu W Lu CL Q HVAC DESIGN CRITERIA & CHECKLISTof w Z w USE, REVIEW & COMPLETION IS a W Q ` w USE, REVIEW & COMPLETION IS C •MANDATORY FOR ALL ROSS o m o m c� a PROJECTS. o ED o m ® W a CONTACT ROSS WITH ANY QUESTIONS. 0 Ow ; U W u- (0 U, 0 cj� 7.6.3.6 Y BALANCE ALL FANS TO WITHIN +10%/-5% OF DESIGN. REPLACE FAN U)� u,° v,LL 61.6.3.6 Y ECONOMIZERS TO BE GEAR DRIVEN AND FACTORY INSTALLED ON ALL Architect En ineer. - 7.B.3.0 Y UNITS 5 -TONS AND ABOVE. GLOBAL_ ENTHALPY CONTROLS ARE TO BE TAB -Y USED FOR THE. CONTROL OPTION ON THE ECONOMIZER. TAB 6.C.2 ECONOMIZER TO BE SUPPLIED WITH OUTDOOR AIR HOOD. TWO TAB _ 7.B.3.D Y CLEANABLE ALUMINUM MESH FRESH AIR FILTERS TO BE FURNISHED --- _ _ 6.C.3 _ Y BY LENNOX. TAB_-_,_ _- _ _ 6.6.3.E Y __ HOODS WITH B L OUTSIDE AIR INTAKE H NCF DAMPER AND BIRD A A -25% 0 SCREEN SHALL BE FACTORY INSTALLED ON UNITS WITHOUT AN N/A ECONOMIZER. _ 6.6.3,11D Y POWER EXHAUST FANS SHALL. BE FACTORY INSTALLED ON 10 -TONS TAB AND LARGER UNITS WITH AN ECONOMIZER HAVING A HIGH (GREATER TAB 7.6.3.E Y RETURN AIR PRESSURE LOSS. _ _THAN 0.25" SP�DESIG_ N R __ 6.6.3.E Y E U , SMOKE DETECTORS -TO BE PROVIDED AND SUPPLY AND RETURN T FACTORY INSTALLED BY LENNOX. IF LOCAL CODE REQUIREMENTS DO NOT ALLOW FACTORY INSTALLATION, LENNOX WILL PROVIDE TAB -6.D SMOKE DETECTORS TO BE FIELD INSTALLED BY THE HVAC Architect En ineerReviewer -_ 6.D.1 CONTRACTOR AND ELECTRICAL CONTRACTOR SHALL FIELD WIRE _ 6.D.1.A Y - c DETECTORS TO UNIT A S NECESSARY. --_ - TAB - _ 6.B.3•F Y- HACK CIRCUITBREAKERS TO BE FACTORY INSTALLED AND FACTORY TAB __...__ _ 6.D.1.0 Y_ WIRED BY LENNOX ON ALL UNITS ABOVE 12.5 -TONS, UNITS 12.5 -TONS _ TAB _ 6.D.1.11)BLE 6.D.1. Y _ AND BELOW WILL BE SUPPLIED WITH NON-FUSED SERVICE _ N/A _ 6.D.1.E Y DISCONNECT FACTORY INSTALLED AND FACTORY WIRED. TAB _ 6.6.3.G Y SERVICE OUTLETS: LENNOX TO FACTORY INSTALL A DUAL 115-VOL.T __TAB TAB - 6.D.1.G Y GFCI TYPE SERVICE OUTLET. WIRING TO THE OUTLET SHALL BE -:_- TAB _ 6.D.1.H .-i-INSULATION Y FIELD PROVIDED BY ELECTRICAL CONTRACTOR ON SITE. 6.6.3.11H Y CURBS: USE ONLY LENNOX STANDARD CURBS OR ADAPTOR CURBS, TAB 7.13-5 Y TO BE SUPPLIED BY LENNOX. 6.6.3.1 Y ROOFTOP HVAC UNITS SHALL BE SUPPLIED WITH LENNOX COASTAL _ TAB _ 6.D.1.J Y PACKAGE (TECHNICOAT) WHEN SITE IS LOCATED WITHIN 6 MILES OF _ N/A ____--- 6.D.1:K THE COAST OR FURTHER IF IN A CORROSIVE ENVIRONMENT, BOTH _._STAB - 7.6 Y THE EVAPORATOR AND CONDENSER COILS SHALL BE COATED. _ 6.D.2 ELECTRICAL SUBCONTRACTOR ARE RESPONSIBLE FOR THE AIR 6.6.4 SIZE Architect Engineer Reviewer 6.B.4.A UNITS SHALL BE SELECTED BASED UPON CLOSEST SIZE THAT SHALL 6.D.2.A PROVIDE THE CALCULATED CAPACITY (TONS/CFM) AT AN ENTERING 7.D Y CONDENSER AIR TEMPERATURE 5 DEC. F HIGHER THAN THE ASHRAF TAB 1% DESIGN OUTDOOR AIR TEMPERATURE, ALL. UNITS SPECIFIED MUST MEET OR EXCEED ASHRAF 90.1 1999 MINIMUM REQUIREMENTS 6.6.4.6 Y ACTUAL COOLING AND HEATING LOAD CALCULATIONS MUST BE SUBMITTED FOR REVIEW AND APPROVAL TO THE ROSS STORES ASSIGNED CONSTRUCTION REPRESENTATIVE WITH THE 100% DESIGN TAB SUBMITTAL (SEE 6.13.2). -- 6.B.4.0 SIZING GUIDELINES HAVE BEEN CHECKED AGAINST THOSE PROVIDED �- 7.IF Y ON; CHART 1 FOR AC-1,(ALWAYS DESIGNATED FOR STOCKROOM) TAB 6.D.3 CHART 2 FOR AC -3 THRU 6,(REFER TO M-1 FOR DESIGNATIONS) CHART 3 FOR AC -7 (ALWAYS DESIGNATED FOR STORE ENTRY) TAB 6.BA.D THE SQ, FT./TON SIZING DATA SHOWN IN TABLE 1 HAS BEEN BASED ON THE FOLLOWING CRITERIA, WHICH THE BUILDING DESIGN MUST TAB MEET: E.6.4.D.1 - GLASS R-0.67 FACTOR Archite_c_t TAB Reviewer 6.13A.D.2 - WALL R-19 FACTOR F TAB__ 6.113.4.D.3 ROOF R-38 FACTOR TAB 6.13A.D.4 Y PEOPLE LOAD: PER SECTION 3_ TAB 6.13A.D.5 LIGHTING LOAD: PER SECTION 5A. m _TAB_ 6.13A.D.6 _ ELECTRICAL CONVENIENCE OUTLET LOAD: PER SECTION 5B. TAB - 6.13A.D.7 - -�- _ VENTILATION: PER SECTION 4. -� TAB 6.B.4.D.8 _ __ SAFETY FACTOR: 10% TAB_- _ 6.B.4.E Y _ LENNOX WILL NOT RELEASE UNIT ORDERS UNTIL ROSS CRITERIA TAB CONDITIONS ARE SUBSTANTIALLY MET. TAB M U O CuU CL ) W Cu U I!� .W 0 V w Q w _ J� U) ---- 0 U �CL W w w e W HVAC DESIGN CRITERIA & CHECKLIST J a ❑ CL Q w w Z w USE, REVIEW & COMPLETION IS I,- Cl. MANDATORY FOR ALL ROSS W"- x- X 0 2 Z) Z PROJECTS. o m o m o W W a CONTACT ROSS WITH ANY QUESTIONS. I U) 2 U) 2 W IL 2 CONTACT ROSS WITH ANY QUESTIONS. 0 Ow 0 �o u- (0 U, v,°a 7.6.3.6 Y BALANCE ALL FANS TO WITHIN +10%/-5% OF DESIGN. REPLACE FAN TAB Fn LL Y DRIVE IF REQUIRED TO OBTAIN THE DESIGN CAPACITY. Architect En ineer. - 7.B.3.0 Y BALANCE OUTLETS AS FOLLOWS: - TAB -Y SMALL AREAS WITH 1 OR 2 OUTLETS:+/ -5% OF DESIGN LARGE AREAS TAB 6.C.2 WITH 3 OR MORE OUTLETS:+/ -10% OF DESIGN. _ 7.B.3.D Y REPORT IN WRITING ALL DEFICIENCIES AND PROBLEMS DISCOVERED --- _ _ 6.C.3 _ Y TO TAB_-_,_ _- 6.C.4 Y 1 THE ROSS C.M., 2 C&C BUILDING AUTOMATION AND TAB 3 THE HVAC SUBCONTRACTOR PRIOR TO COMPLETING THE BALANCING WORK. THIS REPORT SHOULD INCLUDE THE "CAUSE' AND TAB SUGGESTED "SOLUTION", IF KNOWN. 7.6.3.E Y THE AIR CONDITIONING UNITS SHALL BE BALANCED IN THE MINIMUM OUTSIDE AIR MODE. THE OUTSIDE AIR DAMPER "% MINIMUM OPEN POSITION" AND THE "METHOD" USED SHALL BE INCLUDED IN THE BALANCING REPORT. ALSO MEASURE AND REPORT THE FAN TAB -6.D OPERATING DATA FOR UNITS WITH ECONOMIZERS IN THE 100% Architect En ineerReviewer -_ 6.D.1 OUTSIDE AIR MODE. _ 6.D.1.A Y A C UNITS SCHEDULES _ --_ - TAB - 7.13.4 Y FIELD VERIFICATION: UPON THE REQUEST OF THE ROSS STORES INC. TAB __...__ _ 6.D.1.0 Y_ CONSTRUCTION REPR,ESENTATIVE,IHE BALANCING SUBCONTRACTOR _ TAB _ _ 6.D.1.11)BLE 6.D.1. Y _ SHALL MEASURE RANDOMLY SELECTED OUTLETS AS CHOSEN _ N/A _ 6.D.1.E Y BY THE CONSTRUCTION REPRESENTATIVE TO DEMONSTRATE THE TAB 6.11D.11 _ Y ACCURACY OF THE BALANCE REPORT MEASUREMENTS. WHEN __TAB TAB - 6.D.1.G Y DEEMED NECESSARY BY THE CONSTRUCTION REPRESENTATIVE THE -:_- TAB _ 6.D.1.H .-i-INSULATION Y BALANCING CONTRACTOR SHALL REBALANCE DEFICIENT SYSTEMS _ WITHOUT ANY ADDITIONAL COST, TAB 7.13-5 Y CORRECTION OF DEFECTS: REQUIRED WITHIN -3d -DAYS OF THE 6.1D.1.1 Y DISTRIBUTION OF THE BALANCING REPORT, SEE 7.A.3 FOR _ TAB _ 6.D.1.J Y RESPONSIBILITIES. _ - ____--- 6.D.1:K --- _-- _._STAB - 7.6 Y CONTROLS AND CONTROL_ WIRING: THE EMS AND/OR THE _ 6.D.2 ELECTRICAL SUBCONTRACTOR ARE RESPONSIBLE FOR THE AIR CONDITIONING UNIT AND EXHAUST FAN FIELD SUPPLIED CONTROLS, TAB WIRING AND OPERATIONAL CHECKS THEREOF. 6.D.2.A __ THE ASSIGNED ROSS CONSTRUCTION REPRESENTATIVE (925) 965-4755- - 7.D Y SALES AREA TEMPERATURE SENSORS AND/OR ELECTRONIC TAB THERMOSTATS SHALL BE MOUNTED AT 7_9" AFF. 390 SWIFT AVE.# 22, SOUTH SAN FRANCISCO, CA 94080, PHONE (650) 7.E Y OPERATION AND MAINTENANCE MANUALS: THREE: (3) BOUND SETS OF THE OPERATION AND MAINTENANCE MANUALS SHALL BE PROVIDED TO 1 HE: ROSS CONSTRUCTION TAB REPRESENTATIVE AT TURNOVER, AND ARE REQUIRED FOR FINAL -- 6.D.2.0 ACCEPTANCE. 7.IF Y AS -BUILT 6RAV)FNGS: THE HVAC SUBCONTRACTOR SHALL PROGRESSIVELY RECORD ALL HVAC DRAWING CIANGES WHICH _ 6.D.3 SHALL BE AVAILABLE Al ALL TIMES FOR RE -VIEW BY THE ROSS STORES, INC. CONSTRUCTION REPRESENTATIVE. AN AUTOCAD COPY TAB OF THE FINAL AS -BUILT DRAWINGS SHALL BE PROVIDED 1-0 THE ROSS CONSTRUCTION REPRESENTATIVE AT TURNOVER. THIS AUTOCAD AS -=BUILT IS REQUIRED FOR FINAL ACCEPTANCE OF THE PROJECT_ - - DUCTWORK DESIGN _v Archite_c_t En ineer Reviewer 7.G Y FIVACFIL I r � ARE TO BE CHANGED ON A QUARTERLY BASIS SURINr F I THE FIRST WARRANTY YEAR BEGINNING WITH THE FIRST CHANGE AT TAB 6.E.2 Y THE DATE OF STORE: OPENING. NEW FILTERS ARE TO BE INSTALI_ED TAB AT OPENING AND EVERY THREE MONTHS THEREAFTER WITH THE I_ASI CHANGE NINE MONTHS AFTER OPENING___--------------- - TAB M U O CuU CL ) W Cu U I!� .W 0 V w Q w _ J� U) ---- 0 U �CL N N N � a � CCo e LLLL CL a a ❑ W HVAC DESIGN CRITERIA & CHECKLIST J Q w a z w USE, REVIEW & COMPLETION IS r C�. MANDATORY FOR ALL ROSS � � o 2 CO Z PROJECTS. o Z o n o 0 w a CONTACT ROSS WITH ANY QUESTIONS. 0 Ho C0O c� c� cru- Fn LL Y EXHAUST FANS _ Architect En ineer. Reviewer _ 6.C.1 Y _ BELT DRIVEN CENTRIFUGAL' ROOF EXHAUSTER (ACME, GREE:NHECK TAB -Y OR -TAB 6.C.2 COMPLETEWITH CURB, BACKDRAFT DAMPER AND DISCONNECT SWITCH. - - --- --- _ _ 6.C.3 _ Y _ FAN SOUND RATING SHALL BE 5 SONES OR LESS. TAB_-_,_ _- 6.C.4 Y - _- RESTROQMS,JANITOR CLOSET LOCKER ROOMEQUIPMENT CLOSET AND ELECTRICAL. ROOM EXHAUST FAN SHALL BE CONTROLLED BY THE ENERGY MANAGEMENT SYSTEM AND LINE VOLTAGE THERMOSTAT IN PARALLEL (SEE DETAIL 7 ON SHEET E-1). LOCATE THE- THERMOSTATS FOR 1HE EXHAUST FAN TAB IN THE EQUIPMENT CLOSET @+54" AFT- NEXT TO DOOR AND IN THE THAT 'THE DOOR. CLEARLY SPECIFY f ELECTRICAL ROOM @d-54" 54" AFF NEXT TO TA LINE VOLTAGE THERMOSTAT SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR WIRED BY THE ELECTRICAL_ CONTRACTOR. -6.D HVAC SYSTEM PLANS ^ - - Architect En ineerReviewer -_ 6.D.1 P SHALL B� .COMPLETE INCLUDING -THE -OLLOWING: LANA _ 6.D.1.A Y A C UNITS SCHEDULES _ --_ - TAB - 6.D.1.B Y _-- F _XHAIJS FANS TAB __...__ _ 6.D.1.0 Y_ _ SMOKE DETECTORS - __ _ TAB _ _ 6.D.1.11)BLE 6.D.1. Y _ _ __- DUCT HEATERS IF APPLICA- _ _ _ N/A _ 6.D.1.E Y OUTLET TYPES AND SIZES 6.11D.11 _ Y DUCT -WORK TYPE AND SIZE- __TAB TAB - 6.D.1.G Y TYPE AND "U" FACTOR -:_- TAB _ 6.D.1.H .-i-INSULATION Y BALANCE DAMPERS, FIRE DAMPERS, TURNING VANES, EXTRACTORS, ACCESS DOORS/PANELS AND OTHER ACCESSORY SHEET METAL TAB ITEMS 6.1D.1.1 Y GAS PIPING TYPE AND SIZE _-__ _ N/A _ 6.D.1.J Y _ CONDENSATE DRAIN, PIPING TYPE AND SIZE _ TAB_ _ 6.D.1:K COMPLETE LOAD CALCULATIONS_ ;-.� _._STAB - _ 6.D.2 PLAN REVIEW: THE COMPLETE (100%) PLAN SET, PLUS LOAD CALCULATIONS FOR EACH UNIT MUST BE SUBMITTED FOR REVIEW T0: 6.D.2.A __ THE ASSIGNED ROSS CONSTRUCTION REPRESENTATIVE (925) 965-4755- - 6.D.2.B - THE ROSS ENGINEERING CONSULTANTS: C&C BUILDING AUTOMATION, ATTN: MARK JOHNSON, 390 SWIFT AVE.# 22, SOUTH SAN FRANCISCO, CA 94080, PHONE (650) 292 7455 EMAIL: ENG@CCBAC.COM ADDITIONALLY, PROVIDE C&C BUILDING AUTOMATION WIP.-I AN AUTOCAD BACKGROUND FLOOR PLAN DRAWING ON DISK OR BY EMAIL FOR PREPARATION OF EMS SYSTEM DRAWINGS. - -- 6.D.2.0 THE UNIT MANUFACTURER: LENNOX INDUSTRIES, INC. ATTENTION ERIC THORDARSON, LENNOX NATIONAL ACCOUNTS FOR ROSS STORES, SEE CONTACT LIST ON AD:O. _ 6.D.3 AS BUILT DRAWINGS:- - A FULLY UPDATED AS -BUILT AUTOCAD MECHANICAL SET SHALL BE PROVIDED TO ROSS STORES, INC. AT CONSTRUCTION TURNOVER AND AS REQUIRED_ FOR FINAL. ACCEPTANCE UNDER LEASE. 6.E DUCTWORK DESIGN _v Archite_c_t En ineer Reviewer 6.E.1 _ _ SIZING: SUPPLY AT 0.10"/100', RETURN Al 0.08 /100 AND BRANCH CONNECTIONS TO OUTLETS AT 800 FPM (MAX). TAB 6.E.2 Y ALL DUCTWORK SHALL BE GALVANIZED STEEL WITH TRANSVERSE DUCT JOINTS SEALED WITH 4" WIDE HARDCAST TAPE:. DUCT TAPE IS NOT ACCEPTABLE, FIBERGLASS FLEXIBLE DUCTS WITH LINER MAY BE TAB USED FOR BRANCH DUCT CONNECTIONS TO OUTLETS WITH 10 FT. MAXIMUM LENGTH. _ 6.E.3 Y _ ALL BRANCH DUCT CONNFCTIONS TO OUTLETS SHALL INCLUDE A MANUAL BALANCE DAMPER WITH LOCKING QUADRANT LOCATED AT TAB THE BRANCH DUCT CONNECTION TO THE HEADER DUCT, M U O CuU CL ) W Cu U I!� .W 0 V w Q w _ J� U) ---- 0 U �CL N N N � a � CCo e LLLL CL c a a 0uj CD Lu M2.0 P I a Zone .Location x- Mountin Surface Type q VP M un ou t nq re qht Vertical Mounted Device -- - Wire Type Notes: Steel Sheet -rock :Concrete : Concrete +54" +93 _ _ 4" Square "Wirernold" li Singe 2 Drywall Filled shallow box single gang gang Gang Z W with single ivory shallowplaster.paster I gang flat ring! box vertical ring ring vertical veiic_aI ;vertical Sales Floor - Column x -- x _ _ _ - x - 14 x # 1813a TSP -- Do not locate within 10' of supply x _, _ _ x :. _- x 14 x JBCC� rf,users except on opposite side of I x_ x x 4 x 18Go. TSP column. Stockroom - 'A'011 x_ x_ - x ! 4 x 18Ga._TSP — Mount next to interior door -- --- -__ x x x 14 x # 18Ga. TSP - � Mount next to interior door — Nm.' F o ,ens . ittinq Room - 4rlali x - x - 8Ca TSP ,Mount in demising Weil at end of hallway Manager's Office - Wall�l x x - ^ "18G TSP M _ ., _",m' VOLTAGE THERMOSTAT MUST 1/3-2/3—A 1 3 ON, 2 3 ON, ALL ON W f „SDR s/ / - s e rn , ti o \/ 8E SET TO OPERATE EXHAUST -: .r Bsx FAN AT 68 F AND ABOVE. _ - / X j t 0 1 /3-2/3 A OFF, 1 /3 ON, 2/3 ON, ALL ON R -- J �� �I CRY- 0 1 /2-A OFF, 1 /2 ON, ALL ON 10�� j EXHAUST � 0-1/3 OFF, 1/3 ON LA-? FAN a ii i I� 0-2/3 OFF,/ 2 3 ON _CP D 1 _ NTA R f N / T e r , I� x a. n t NOTE: E. EXAMIL� CIRCUIT _ ou nex o in n r .m e o docr - _ NUMBERING PER PANEL NOTE: DIAGRAM IS SCHEMATIC SHOW CORRECT SWITCH TYPE AND QUANTITY. a Override Panel x x — x i0 x # 18Ga. Mount next to mreror door r -- - -- -- --- SCHEDULE LA 9 Cash Office x x ---.-- x 4 x 18Ga. TSP ;Mount next to anterior door a ^iTc,0,�T^ Jti r L' EnfP�,,T�iF. � (`<� F^ .P= IEC 5Y LfE..,-_ 2 '! & ,i ;n (rk, :0, EF I EXHAUST FAN 9 SWITCH LEGEND 2 TEMPERATURE SENSOR ROUGH—IN INSTRUCTIONS m _S ¢QJN I. !Crl S;�.fOLJ�T S:Nv 0 c - - e - ELECTRICAL GUTTER SUPPLIED AND SIZED BY - IFEED INNER LAMP (2 -LAMP) BALLASTS SUJ16�h d - �®% L�#S 1=AMi�S . ELECTRICAL CONTRACTOR -9 NYLON BUSHINGS INNER TWO OUTER FOUR WITH ONE CiRCU1T, 1P HA -5 LCC- ; TO OTHER LOADS IN XC PTI N TO OTHER LOADS 0 E E 0 S. B Y E.C. LAMP GALLA LAMP BALLAST SHOWN, CONTROLLED VIA LCF, DO -i. CDOU � o �+ N®T�:XAMi� �I�GUIT USE STRUT & STRAP o�NGE 2 -LAMP BALLASTS DRAW �/ i !/2 THE 4 LAMP POWER, CIRCUIT TWICE 3� ! i Nu1�5EF,1NG f=EFR PANEL ! 1-0 SECURE CONE) IIT a 44-5 (2 -Lt 1 HA -1 OR 3 (4-LMPJ ( SUPPLIED BY o As ANY z -LAMP BALLASTS ON ONE clRculr- c �CNDaL;A. TO LIGHTING AND j a Ij OTHER CONTROLLED E.C. 1-1/2" W z- FEED OUTER (4-LAMWITHP) BLiAsrs wi-Two switch b - 5O o I FHS LAMPS ; LOADS CIRCUITS FORA CROUP OF=IXTURE Rows, ! 1-1/2" EVT FOR CONTROLLED VIA LCF, DO -2, E. HA -1,3 IN ALL LINE/LOAD MUST ! I LOW VOLTAGE J}- ! I THE ExAMPLE SHOWN. ROUTE HERE I CABi_E -� ! M -MASTER CONNECTION WHIPS 3. HOME RUN AT END OF ROW NEAREST ELEC_ RM. vIA LCP. CONDUITS ASF S - SATELLITE BY MANUF. TYP. E- HA -3,1,3 IN T E Cx411PLE sFkowN_ REQUIRED 2" EMT. 6' A.F.F. 78" A.F.F. E �t 5 STOCKROOM FIXTURE DETAIL INCREASE I o FMCP-11 I CONDUCTOR SIZE j F I I I 4. BALANCE PI -OASES ABC Or PANEL ASSUMING- I NCR ! ' ELECTRICAL LCP X I ELECTRICAL I (24V FEED VIA LCP) e ;HAT INNER (2 -CAMP) CIRCUITS WILL BE IN ACCORDANCE I — I ' r eT PANEL 120 V ! TURNI=D of waEN o�IT�R BALLAD s ARE ON, WITH NOTE 8 OF PANEL 120 V 120V FEED ! 277V PANEL _ m I.E. ALTERNATE THE PHASE THAT THE INNER ! I c BALLAST CIRCUITS CONNECT TO FOR EACH NEC TABLE ! T N -CP CD02) 310-16. L. ! j ! I EX,4MPLE_- CIRCUIT HA -5 (INNER LAMPS FOR 33`e LlGi-TiNG), CONNECT TO FOR EACH THREE CIRCUIT CROUP: 2 KIPPER L4MPS I AND HA -13 (OUTER LAMPS FOR ro6'% I fGHTINCz). l 1\i0TE.. E>1A4 f LE CIRCUIT j � � o- LIINGEC MUST BE I a 5. PROViDE SEPARATE, DEDICATED BREAKER i—, SIMILARLY HA -5 INNER (FWASE C)t 1,3 OUTER (PHASES A, B). NUI 5EF<INIG FEF �ANEJ_ I r .i�...� ON LEFT SIDE. T AND CIRCUIT FOR* II' OC - INNER BALLASTS (MANAGER, I 5C-HEDULE -:,4_ I C�O I � O NEXT GROUP: CIRCUIT H4-3 (INNER LAMPS ON PHASE B), CASH,OUNGE, HALLS). AND HA -,,II (OUTER LAMPS PHASES A, CL ;I I o OFFIC=S - OUTER BALLASTS. LowrR AMPS - Zti o �.. N W 0 N O Z W Z U CONN, LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) .111L.—LILLIJ-1i, d,J! ii 1.25 0 CURRENT TRANSFORMER TO PROVIDE INPUT FOR DEMAND PULSE METERil 0.00 0 1.00 0 %24 --------- ----- — — - — .... .. ------ ...... CONN, LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 0 1.25 0 CURRENT TRANSFORMER TO PROVIDE INPUT FOR DEMAND PULSE METERil 0.00 0 1.00 0 %24 1,00 143.09 IDENTIFICATION WIRE/COND c THE CURRENT TRANSFORMERS CONDUCTORS MUST BE SHORTED INSIDE PANEL CIRCUITBREAKER LOADIPHASE (Il r�TC�—?81 WIRE/COND IDENTIFICATION LOAD/PHASE I EXISTING LOAID/PHASE ll LCP-1 UNTIL DEMAND METER TERMINATION IS COMPLETED. BUSSED FEEDERS CK,T D 0 li D SWITCHBOARD CANNOT BE METERED. cu CL D MDP 0 cl C maim 800A MAIN LUG I Ww� MAIN ''LUG cn COORDINATE A I B C TRIP P P TRIP A B c WITH R1 OSS P�li lnmwlll-lJwo 1"I IBM 'it IMM01 3 1 IN, 2#10, 1#10G, 1/2"C- 101 1 .00 11JIMIM11 cn 10 20 1 11 20 R H Cc 0 SPARE 2 5=11101 110.4m, wilimanowillt" A �01 V 600A SIGNAGE 2#10, 1#10G, 1/2"C '� & �11411P-21 ammidimmilim toll um 20 mm 2 SETS (4)#500, 40'C 20 1 ISO ll?hJlli�t" M TRIP 2 SETS (4)#350, (1)#1EG, 3-1/2"C ME= 3 ==I SIGNAGE " T2 " 45 KVA)TMR TO PANEL, L /Z 0=1111111 1.00 20 1 1 225A 1 �66� TRIP (4)#1, (1)#6EG, 1--1/2"C R 2#10, 1#10G, 1/2 "C VENDING M=1 mm 7 FUTURE 111 '2. �F- n .0, Lj- ro 2 15 1. 1 20 1.00 11 J' R 2#10, 1#10G, 1/2"C REFIGERATOR 8 2 9 FUTURE LCP-1 15 11 1 1 OOA 1 vwv R 2#10, 1#10G, 1/2 "C 3#10, 1#10G, 1/2"C COMPACTOR Kim 11 FUTURE LCP-1 IN EXISTING, UTILITY HETER MEMO 15 3 1 OOA TRIP (4)#3, (1)#8EG, 1-1/4"C 1.00 R 2#10, 1#10G, 1/2'1 MICROWAVE 12 DOW, HimJll -3 FUTURE EMI MM MOUNTED ON TRANSFORMER -- 1 1! 20 0... R 2#10, 1#10G, 112"C CONV. RECEPTS 114 15 WH -1 3#10, 1#1W, 1/2"C 0 OM 30 010=1 4 (,--Y"\L�OA WON SPARE m 110- 1#10G, 1/2"C RTU'S RECEPTS 116 — WIN;, 277/480V ON DOM 1 1 OOA �0;� 'T F � I (1)#8EG, 1-1/4"C 08 1112#10, 1#10G, 1/2"C SALES Fill RECEPT 18 1 1191 111 2#10, 1#10G, 1/2"C ION MOMMilimmoi 30, 4W, SERVICE 5 _�__(3)#4, m 20 1.00 I R12#10, 1#10.G, 1/2"C EWC RECEPT PANEL LP— 1 EXISTING PANEL LP -1 1 21 1 SPARE 2#10, 1#10G, 1/2"C 121i MIN 1 1 OOA -A 20 R 2#10, 1#10G, 1/2 CONV. RECEPTS 22 WILL BE ABANDONED AUTOMATIC DOOR 2#10, 1#10G, 1/2"C 0 1.00 20 1 1 20 ........... 8OA*TR �I P (3)#4, (1)#8EG, 1-1/4"C R 2#10, 1#10G, 1/2"C 1 24 25 CASE, 1 2#10, 1#10G, 1/2"C L AND SPARE AFTER 20 1 1 20 1.00 6 el TTB RECEPT 26 27 CASE LTS MO, 1#10G, 1/2"C EXISTING' Evil JIMEMI 1.20 125A 20 ROSS RENOVATION 1 20 1. 0wo T TTS RECEPT 28 3 29 PVM RECEPT 2#10, 1#10G, 1/2"C R 480/277V I 480/277V SURGE 1 11 MLO 1.00 R. 2#10, 1#10G, 1/2"C TTBRECEPT 30 3 131 SIGNAGE 2#10, 1#10G, 1/2"C N 1,00 I -- 0,25 I SUPPRESSOR L 12010, 1#10G, 112"C WORK CAVITY LTS 32 331 HAND DRYER 2#10, 1#10G, 1/2"C 0 2.88 30 1 1 20 45KVA XFMR infM 45KVA XFMR 480/277V HAND DRYER 2#10, 1#10G, 1/2"C 42P MEN 30 1 1 EXISTING UTILITY TRANSFORMER laws 1.08 R 2#10, 1#10G, 1/2"C, CHECKOUT REGISTERS 36 NEW T2 EXISTING T1 M 20 1 - 11 — ----- 20 1.08 all 111 1, R 2#10,1#10G,1/2"C CHECKOUT REGISTERS 38 1 39 111 208/120V M 0,53 20 1 1 111 20 1 #3/0 R 2#10, 1#10G, 1/2"C CHECKOUT REGISTERS 40 �(4)#1/0, (1)#6EG, 2"C 41 (4)#1/0, (1)#6EG, 2"C 2#10, 1#10(3,1/2"C III MIN 0.53 -- IN I PANEL PANEL EXISTING PANEL PP -1 SPACE 42 EXISTING PANEL HP -1 PANEL 2#10, 1#10G, 1/2"C M .70 20 KE PP -1 SHALL BE RELABELED HP -1 SHALL BE RELABELED 45 Ell 2#10, 1#10G, 1/2"C M NEW 0,70 ii AND USED AS ROSS 1 AND USED AS ROSS SPACE 46 47 El 225A PANEL 70 6bOA PANEL HA 225A 48 150A MCB 49, SPARE MLO IMM 20 1 150A MCB 50 51 SPARE 3 100 60P 0 3#3, 1#8G, 1-1/4"C III 52 42P 53 SPARE 60P �1 1 LCP-1 65 SPARE zu 1 EMCP-1 56 57 SPARE DEMAND PULSE 20 1 3 100 I— 1 7- 1 N I t--\ K A r-\ 17---� I I— I F— r- 0 3#3, 1#8G, 1-1/41'C I P-1 58 CDM METER SPARE CONN, LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 0 1.25 0 0 1.00 0.00 0 1.00 0 %24 1,00 143.09 IDENTIFICATION WIRE/COND 0 LOAD/PHASE (III CIRCUITBREAKER LOADIPHASE (Il r�TC�—?81 WIRE/COND IDENTIFICATION LOAD/PHASE I CIRCUIT BREAKER LOAID/PHASE ll 0 WIREXOND u CK,T D 0 li D Aa cu CL D li 0 cl C maim MIN am I Ww� cn COORDINATE A I B C CONN, LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 0 1.25 0 0 1.00 0.00 0 1.00 0 %24 1,00 143.09 IDENTIFICATION WIRE/COND 0 LOAD/PHASE (III CIRCUITBREAKER LOADIPHASE (Il r�TC�—?81 WIRE/COND IDENTIFICATION LOAD/PHASE I CIRCUIT BREAKER LOAID/PHASE ll 0 WIREXOND IDENTIFICATION CK,T D 0 li D cu CL D li 0 E C maim MIN am I Ww� cn COORDINATE A I B C TRIP P P TRIP A B c WITH R1 OSS P�li lnmwlll-lJwo 1"I IBM 'it IMM01 3 1 IN, 2#10, 1#10G, 1/2"C- 101 1 .00 11JIMIM11 cn 10 20 1 11 20 R H Cc 0 SPARE 2 5=11101 110.4m, wilimanowillt" A �01 3 3 SIGNAGE 2#10, 1#10G, 1/2"C '� & �11411P-21 ammidimmilim toll um 20 mm '1 20 1 ISO ll?hJlli�t" M 1 2#10, 1#10G, 1/2"C VENDING 4 ME= 3 ==I SIGNAGE " T2 " 45 KVA)TMR TO PANEL, L /Z 0=1111111 1.00 20 1 1 �mm MI mi R 2#10, 1#10G, 1/2 "C VENDING M=1 mm 7 FUTURE 111 '2. �F- n .0, Lj- ro 15 1. 1 20 1.00 11 J' R 2#10, 1#10G, 1/2"C REFIGERATOR 8 2 9 FUTURE LCP-1 15 11 1 20 1 vwv R 2#10, 1#10G, 1/2 "C 3#10, 1#10G, 1/2"C COMPACTOR Kim 11 FUTURE LCP-1 IN MEMO 15 1 1 20 0 CASHut-CRECEPT 1.00 R 2#10, 1#10G, 1/2'1 MICROWAVE 12 DOW, HimJll -3 FUTURE EMI MM MEN -- 1 1! 20 0... R 2#10, 1#10G, 112"C CONV. RECEPTS 114 15 WH -1 3#10, 1#1W, 1/2"C 0 JIM 2,00 30 010=1 10111 WON 111,1111 m 110- 1#10G, 1/2"C RTU'S RECEPTS 116 — WIN;, "MN111 ON DOM 1 20 08 1112#10, 1#10G, 1/2"C SALES Fill RECEPT 18 1 1191 111 2#10, 1#10G, 1/2"C ION MOMMilimmoi 1,20 20 1111"s m 20 1.00 I CONN, LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 0 1.25 0 0 1.00 0.00 0 1.00 0 %24 1,00 143.09 0 too 0 0 1,25 0 r�TC�—?81 t00 1 103.6�7 OONN. LOAD (KVA) DEMAND, FACTOR DEMAND LOAD (KVA) 78.38 1,25 97.975 0 1.00 0.00 0 too 0 0 too 0 0 1.00 0 0 1.25 0 0 1.00 1 -0 TOTAL KVA PHASE A: 12.49 TOTAL I PHASE B: 1&01 LARGEST PER PHASE CONNECTED AMPS: 104,89 70TAL KVA PHASE C: 15.65 LARGEST PER PHASE DEMAND AMPS: -112.04 LIGHTING i RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) DEMAND, FACTOR DEMAND LOAD (KVA) 6.65 C 8,3125 16.88 t0i) 16.88 0 1100 0 0� 1.00 0 C 1.00 0 0,7 D CKT IDENTIFICATION WIRE/COND 0 LOAD/PHASE I CIRCUIT BREAKER LOAID/PHASE ll 0 WIREXOND IDENTIFICATION CK,T D 0 li D cu CL D li 0 E C MIN R E cn COORDINATE A I B C TRIP P P TRIP A B c WITH R1 OSS P�li 3 1 SIGNAGE 2#10, 1#10G, 1/2"C- L 1 .00 11JIMIM11 cn 10 20 1 11 20 R H Cc 0 SPARE 2 1 3 3 SIGNAGE 2#10, 1#10G, 1/2"C L. toll U) jo- 0 E a 20 1 '1 20 1 ISO 1.00 F1410emylp4ommmumsem" 1 2#10, 1#10G, 1/2"C VENDING 4 3 5 SIGNAGE MO, 1#10G, 1/2"C L /Z E�mm,@A! 1.00 20 1 1 20 MI mi R 2#10, 1#10G, 1/2 "C VENDING 6 r—v 4c, 7 FUTURE 111 '2. �F- n .0, Lj- ro 15 1. 1 20 1.00 11 J' R 2#10, 1#10G, 1/2"C REFIGERATOR 8 2 9 FUTURE LCP-1 15 11 1 20 1 vwv R 2#10, 1#10G, 1/2 "C MICROWAVE 10 11 FUTURE LCP-1 MEMO 15 1 1 20 0 CASHut-CRECEPT 1.00 R 2#10, 1#10G, 1/2'1 MICROWAVE 12 -3 FUTURE EMI MEN -- 1 1! 20 0... R 2#10, 1#10G, 112"C CONV. RECEPTS 114 15 WH -1 3#10, 1#1W, 1/2"C 0 JIM 2,00 30 2 J! 20 111,1111 110- 1#10G, 1/2"C RTU'S RECEPTS 116 — 1 2 0 ON DOM 1 20 08 1112#10, 1#10G, 1/2"C SALES Fill RECEPT 18 1 1191 111 2#10, 1#10G, 1/2"C 1 1,20 20 1111 20 1.00 R12#10, 1#10.G, 1/2"C EWC RECEPT 20 4 1 21 1 SPARE 2#10, 1#10G, 1/2"C 121i MIN 1 1 20 R 2#10, 1#10G, 1/2 CONV. RECEPTS 22 23 AUTOMATIC DOOR 2#10, 1#10G, 1/2"C 0 1.00 20 1 1 20 R 2#10, 1#10G, 1/2"C 1 24 25 CASE, 1 2#10, 1#10G, 1/2"C L .20 20 1 1 20 1.00 R 2#10, 1#10G, 1/2"IC TTB RECEPT 26 27 CASE LTS MO, 1#10G, 1/2"C L Evil JIMEMI 1.20 JJIM 20 1 1 20 1. 0wo R 2#10, 1#10G, 1/2"c TTS RECEPT 28 3 29 PVM RECEPT 2#10, 1#10G, 1/2"C R 0.18 20 1 11 20 1.00 R. 2#10, 1#10G, 1/2"C TTBRECEPT 30 3 131 SIGNAGE 2#10, 1#10G, 1/2"C L 1,00 20 1 0,25 L 12010, 1#10G, 112"C WORK CAVITY LTS 32 331 HAND DRYER 2#10, 1#10G, 1/2"C 0 2.88 30 1 1 20 0,18 infM R 12#10, 1#10G, 1/2"C WORK CAVITY RECEPT 34 35, HAND DRYER 2#10, 1#10G, 1/2"C 0 MEN 30 1 1 20 laws 1.08 R 2#10, 1#10G, 1/2"C, CHECKOUT REGISTERS 36 2 37 Ell 2#10, 1#1 G, 1/2"C M 20 1 - 11 — ----- 20 1.08 all 111 1, R 2#10,1#10G,1/2"C CHECKOUT REGISTERS 38 1 39 111 2#10, 1#10G, 1/2"C M 0,53 20 1 1 111 20 1 R 2#10, 1#10G, 1/2"C CHECKOUT REGISTERS 40 1 41 Ell 2#10, 1#10(3,1/2"C III MIN 0.53 -- IN I SPACE 42 43 Ell 2#10, 1#10G, 1/2"C M .70 20 1 MIN SPACE 44 45 Ell 2#10, 1#10G, 1/2"C M 0,70 ii 20 1 SPACE 46 47 El 2#10, 1#10G, 1/2"C M 70 20 1 SPACE 48 49, SPARE IMM 20 1 1.0 50 51 SPARE 3 100 0 3#3, 1#8G, 1-1/4"C III 52 53 SPARE 20 �1 1 65 SPARE zu 1 56 57 SPARE 20 1 3 100 0 3#3, 1#8G, 1-1/41'C I P-1 58 59, SPARE 20 1 too 8.3 1 6.7 1 717 7.4 TOTAL KVA PHASE A: 12.49 TOTAL I PHASE B: 1&01 LARGEST PER PHASE CONNECTED AMPS: 104,89 70TAL KVA PHASE C: 15.65 LARGEST PER PHASE DEMAND AMPS: -112.04 LIGHTING i RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) DEMAND, FACTOR DEMAND LOAD (KVA) 6.65 t25 8,3125 16.88 t0i) 16.88 0 1100 0 0� 1.00 0 0 1.00 0 0,7 115 0.875 8.76 1.00 1278 GENERAL SQUARE FOOM LIGHTING LOAD: VAISF * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) "LARGER A/C LOAD, 0 111 NOTE& — --------- PANEL MANUFACTURER: SQUARE D - NO NAME: ll �(NEW PANEL) MAIN BREAKER (AMPS): '3 PHASE MAIN LUGS (AMII 100 ZWIRE PROJECT NAME: ROSS #1225 III ' LC': 120/208 VOLTS PROJECT NUMBER: 209517 MOUNTEII FED FR011 PANEL LA I.v I.0 V.0 V.v I V.0 _j TOTAL KVA PHASE A: 1.00 TOTAL I PHASE B: IM LARGEST PER PHASE CONNECTED AMPS: 8,33 TOTALKVAPHASEC: 1.00 LARGEST PER PHASE DEMAND AMPS: 8.33 LIGHTING (L) RECEPTACLES (R) AIC HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN, LOAD (I DEMAND FACTOR DEMAND LOAD 0 1.25 0 0 too 0.00 0 too 0 0 too 0 0 1.00 0 0 1.25 0 3 too 3 GENERAL SQUARE FOOT: LIGHTING LOAD: VA/SF * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 20l "LARGER A/C LOAD: 0 KVA NOTES: PANEL MANUFACTURER: SQUARE D - I NAMII NCR (NEW PANEL) MAIN BREAKER (AMII 150 3 PHASE MAIN LUGS (AMI 4 WIRE PROJECT NAME: ROSS #1225 li 120/208 VOLTS PROJECT NUMBER: 209517 MOUNTED: FED FROM: 45 KVA )TMR (T2) CKT D IDENTIFICATION LLJ cl 1714 _C14 NO, 0 SPACE 2 LLJ SPACE 4 IDENTIFICATION SPACE 6 LOADIPHASE SPACE 8 LOAD/PHA,SE SPACE 10 SPACE 1 12 SPACE 14 SPACE 16 SPACE 18 GENERAL SQUARE FOOT: LIGHTING LOAD: VA/SF * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 20l "LARGER A/C LOAD: 0 KVA NOTES: PANEL MANUFACTURER: SQUARE D - I NAMII NCR (NEW PANEL) MAIN BREAKER (AMII 150 3 PHASE MAIN LUGS (AMI 4 WIRE PROJECT NAME: ROSS #1225 li 120/208 VOLTS PROJECT NUMBER: 209517 MOUNTED: FED FROM: 45 KVA )TMR (T2) TOTAL KVA PHASE A: 5.42 TOTAL KVA PHASE B: 3.52 LARGEST PER PHASE CONNECTED AMPS: 45.17 TOTAL KVA PHASE C: 3,62 LARGEST PER PHASE DEMAND AMPS: 4517 LIGHTING, (L) RECEPTACLES (R A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT I LARGEST MOTOR (M) OTHER (0) cf) LLJ cl 1714 _C14 11.11.1 z 3 c%1 0 C1 LLJ CL 8 IDENTIFICATION IDENTIFICATION WIRE/COND LOADIPHASE (KVA) In" LOAD/PHA,SE (KVA) c/) cu CL 06 E C MIN R ORIN cn COORDINATE cn M12,100121'"'IT01007 =-mm 8 WITH R1 OSS P�li cn 10 Cc 0 cu 0 co U) jo- 0 E a (D E g uj 0) --nl m U) U) 2 111J, NO F1410emylp4ommmumsem" (L 1 WNJ II /Z E�mm,@A! k um 0 Z r—v 4c, '2. �F- n .0, Lj- ro F- 0 MIN DOM 111� IiII91 0 0 CASHut-CRECEPT MEN Mm ME 0111111111 ON DOM NUMNI I 111�ffmmlll'll 111 IN MEN M1111 110 Mm Ill! MEN lum MIN TOTAL KVA PHASE A: 5.42 TOTAL KVA PHASE B: 3.52 LARGEST PER PHASE CONNECTED AMPS: 45.17 TOTAL KVA PHASE C: 3,62 LARGEST PER PHASE DEMAND AMPS: 4517 LIGHTING, (L) RECEPTACLES (R A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT I LARGEST MOTOR (M) OTHER (0) GENERAL SQUARE FOOT. LIGHTING LOAD: VAISF LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 200�.) "LARGER A/C LOAl 0 KVA NOTE$� I PANEL MANUFACTURER: SQUARE D - NO MAIN BREAKER (AMPS): MAIN LUGS (AMI 100 KAAC.: MOUNTED: NAME: EMCIP-1 (NEW PANEL) 3 PHASE 4 WIRE PROJECT NAME: ROSS #1225 120/208 VOLTS PROJECT NUMBER: 209517 FED FROM: PANEL LA cf) LLJ cl 1714 _C14 11.11.1 z 3 c%1 0 C1 LLJ CL 8 IDENTIFICATION =mum LOAD/PHASE (KVA) CIRCUIT BREAKER In" WIREXOND IDENTIFI CA71ON GENERAL SQUARE FOOT. LIGHTING LOAD: VAISF LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 200�.) "LARGER A/C LOAl 0 KVA NOTE$� I PANEL MANUFACTURER: SQUARE D - NO MAIN BREAKER (AMPS): MAIN LUGS (AMI 100 KAAC.: MOUNTED: NAME: EMCIP-1 (NEW PANEL) 3 PHASE 4 WIRE PROJECT NAME: ROSS #1225 120/208 VOLTS PROJECT NUMBER: 209517 FED FROM: PANEL LA NOTES: TOTAL KVA PHASE A: 1.00 TOTAL KVA PHASE B: II -00 LARGEST PER PHASE CONNECTED AMPS1 8.33 TOTAL KVA PHASE C: 11,00 LARGEST PER PHASE DEMAND AIIIIIIll 8,33 LIGHTING, (L) RECEPTACLES I A/C HEATING I A/C COOLING (C) KITCHEN EQUIPENT I LARGEST MOTOR (M) OTHER (0) GENERAL SQUARE FOOT. LIGHTING III Vi * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) "LARGER A/C LOAD: 0! 1 cf) LLJ cl 1714 _C14 11.11.1 z 3 c%1 0 C1 LLJ CL 8 IDENTIFICATION WIRE/COND LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASIE ii WIREXOND IDENTIFI CA71ON c/) cu CL 06 E C MIN R ORIN cn COORDINATE cn 8 WITH R1 OSS P�li cn 10 Cc 0 cu 0 co U) jo- 0 E a (D E g uj 0) --nl m U) U) 2 Lu Lu uj 1 ca .S (L 1 /Z k 0 Z r—v 4c, '2. �F- n .0, Lj- ro F- 0 MIN DOM 111� IiII91 0 NOTES: TOTAL KVA PHASE A: 1.00 TOTAL KVA PHASE B: II -00 LARGEST PER PHASE CONNECTED AMPS1 8.33 TOTAL KVA PHASE C: 11,00 LARGEST PER PHASE DEMAND AIIIIIIll 8,33 LIGHTING, (L) RECEPTACLES I A/C HEATING I A/C COOLING (C) KITCHEN EQUIPENT I LARGEST MOTOR (M) OTHER (0) GENERAL SQUARE FOOT. LIGHTING III Vi * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) 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I I 1 4_4 kr. ") = i , ) 1 a 0 � L3 : I 1 +42" J -BOX (BELOW SHELF) W/ TWO 2" CONDUITS W/ I I I C6 lf� i 0_� I I i . . � � W � � 6 UJ W . LLJ V li U � : I Z W W 0� I I . d) U 6,4� I 0 I PULL STRINGS & NYLON BUSHINGS: ONE STUBBED TO AN 1 A (-z­� 1A / PC J15 0 -0 ,I.;, I' < 0-0 ELECTRICAL TYPICAL COMMENTS AND CHECKLIST :D;:- Z) :� . :3 . 15 — I C) �� g t--: 1 I I CL � I � U-) - — , � I P...II 0 1 1 � W USE, REVIEW & COMPLETION IS a a 0 UJ . ACCESSIBLE LOCATION ABOVE SALES FLOOR CEILING AND r-4 $` 1 - CD . 'IT 1 � I W t ii r UJ r UJ Z e.) 1 .,..4 � 6 � Cl) cf) ; I 1. 7A 1—T __\ -\> 1, . �! 0 I- MANDATORY FOR ALL ROSS W - W_ - IX CD 2 THE OTHER STUBBED TO AN ACCESSIBLE LOCATION A r I .� r\ 1 to 0 .9 ! I :F 2 1 A __ � 0 U � v. I . Z U_ Co LL Ca LL � < 0 AC L I ,-2 _,/ I . I :) I PROJECTS. ! U. I ABOVE THE MANAGER'S OFFICE CEILING. (A-) CRI-1-1�> 1 /'-�7 W -9 6 . i 1, I W I � (ROSS IT/TELECOM) . \�1/ - I . _` I I r. ;�- CD I i � LL M L I _L `1 �Al 'D U-) ! 1 W U_ D UL 0� X � � CONTACT ROSS WITH ANY QUESTIONS., � I U) � 9 :03) I 0 L . 1 04 __ . :_5 � � 2 Ix Z 2 DAISY . -_ --- - a TE* I -!*�� � 1 � I lix L) - - � t7N 0 . :� � I I U CA "D 4 1 - -------- _­­ - - - . ) 110 1! I --------.--�-,�-,.,�,-�-.--.-�-----.-.-.--.--,-"-..�.�-----------------------l- ___­ -.-- ---. ___ - - ------- 1. - 4 11 F I -----,- ____ . I —_ I -_ — — 7 M 5 k,-� �, I UJ W Z , 0 6 I EZ � 6 "of D2� � I I I CHAIN I W I t: 0 I Fn 2 in U_ I co ! - +42" SP/IG (BELOW SHELF) 24HR QUAD, ORANGE, RACK I i - . . i � 11 I . (ROSS I.T.) . ---' . F 1 G I H 0 �! � . I I ' 8 & J5 1 1? -�r!- � ________ Ijqq�. _ 'I i�i �iw � < 1H > IS & 5 � _2�MN _! �`�_ " -grigineer ----,------ ,--------l-Li-di4ti-�id-i5cAiq-----------.----.-------------------.---- ----------------------'------ __._­_­.__.__.. ______..__ ' r.c� .4 tn _k - � - J.- ___1____ "-..---- - L . V..J " le I 1 � _AZO I YES SPECIFY ALL LIGHTING FikfUii -f(5-6�'i'-k6-6L�k�-D-��(�MAMERIC,ANI i AV I 1 +42" SP/IG (BELOW SHELF) 24HR QUAD, ORANGE, RACK 12 0� ! I i � I - - ;:s 4 - � i I 11 : i I WHOLESALE LIGHTING, WITHOUT SUBSTITUTION. i I (ROSS I.T.) — U 1! ! . - __ ___ - ,- L : - - . . I -1 ---- ------- ----- 1- Y I ii - S -- ' INDICATE THE VOLTAGE VAli F614 ALIETHE LIGHT FIXTURff§ Iii tkt-� _..____.________... AV - . LA -4 LA -6 I I . ___!` U� , :1 L I LIGHTING FIXTURE LEGEND, I -_ - � � C >--<_1_ _D_> C >-= WAN (TO) � < LTFS > i _______ ____ ... ________ ------. -- _________...____._i I I - +54" J -BOX (ABOVE SHELF) W/ 'I" CONDUIT STUBBED <'---, �6A 1 _C � . i 1, - oll YES STOCKROOM LIGHTING FIXTURE AND Md6ffL_NWMIi' R'. _�i _­­­ --7 ,. � . AV 1. .11 . I � I 11, � ---- -.�­­ -7 i I � _ J F 11 i � 1� L. � , � � _­� -7 - ______ - I . I . �, - � . L--.-, . .. . ­­ - ­ ,f- . �. ­' I RTR I I � 1. . . I � I .. .1 I i ! LIGHTING LEGEND. I 11, � ", I . I I -\77-l' " 1� �� ;, , � - ___ _� __ TO ACCESSIBLE LOCATION ABOVE SALES FLOOR CLG. W/ 'TO RTU TO RTU . I., I . � � .. I I � � I . I I � I . L - 11 , , � e, _ " � , _ . :1 � i i __,�t�__, __ --.--.-- ­­­ 1-11. ----,-,,�-��.---.-,--.--.--.---. . I �11,­7 ,�,' _,\ �',, "",': ,,_�," X,,-,,'/,­�_­�, I - . . I I , i� I � 2 ( : i I � I— ii __ STOCKROOM LIGHTING MUST BEA50/50 SPLlt"-tko§-kif6ljcF�l�(�------"-- ------,--, AV ____ -----.-.---- ___ __ -, I' , i i ... I . 1. .. � ", �, PULL STRING (ROSS TELECOM) � � (31� 2 nq 'i "' , - � I TWO SINGLE POLE SWITCHES AT THE INTERIOR ENTRY DOOR, W . I i i I; � ,,,,, � " . I I I �,� 8 i TELCO \f li - ITH � I (_1) �v , � K — - i I �'­'�! � I . I i I I NCR -14 EXHAUST IN CORNER OF CEILING/DO1 W1 24HR T'STAT, /T­S­L\L_1 � I I I , I SWITCHED FIXTURES (SUBSCRIPTED "A,B") ON EACH LIGHTING ROW I I I � - � 11 : I I i I (-Q) A LL�AA TTI3 � , i 1 FOR UNIFORM HALF LEVEL REDUCTION. . ­ - -.-.----,-.---- - �- I-- -1 _t_ ____ __ _1� I . I I I ! I " I I \��/ HA MDP i 1! � (I --Y --I I __ e -4 - ' 71-1 7", SEE 7/E1.0 I i� 0 1 li�l � ,�,l I I I I I � 1 7,77,7 7F �,',,�,',7,;�, . : - el- - _'fHtFFT1_ _R - -_ _' "I K _ \-/ I � . DO NOT INDICATE ANY WALL SWITCHES IN T NG 664§Wi � I AV . "I � �. . 1. - I , I . .. 'k" +54" SP/IG (ABOVE SHELF), 24HR DUPLEX, ORANGE, EIVCP1 I 11 i I 1 .i . �, I i I , 1 � , - ___._ . . -_ (�) @ LCP I I tj -- -- - ------ ­­ ... .. ­­ - - FOYiE_R_Ai , --------- - -.----.-.-.-----�-.-�,.-.-.,..��-�--�----- ------- _,__­_,_­­__._­.- I I I I i , �- -1 '] --- ------ - GFI 1 ' ..... . . * I I I _J ** I I - I Ci ...... 7---- � I- . I . I I . . � I ' ...1-111 � I I , 1 . J .. I .0 YES SHOW TWO SINGLE POLE SWITCHES IN THE MANAGER'S OFFI I I AV ------- 'I -----------] I . � I A111i , - I I , . � --"'*' ROUTER & MODEM (ROSS TELECOM) � � I . I — <= i AND LOCKER ROOM. LABEL ONE SINGLE POLE SWITCH WITH "O-1/3" I LA -10,12 , -.-- I - ' i I 1 i I �_ I I I I ' C u J15 - I � � � 1 AT — I ! I _ - -��A_ C I I I - / � I 9 T 1 c.- \ 77 — I -Z::::a c--­�W � �!_L_Z �U D 1 �El G �IH � � — :�: --� I � � ! I i i . I AND LABEL THE OTHER SINGLE POLE SWITCH WITH "0-24'. SEE � I I i I !N R-7 41" I +54" DUPLEX (8) TOTAL AT 5" O.C. TYP. THIS � BA --- J � i I � I ,,( I 1 I I I 11-t— � - . I . � '1!� i I I 1\1 WALL, CRAY, 24 HR CIRCUIT FOR MARK-DOWN ___v . i � MATRIX SCHEDULE ON SHEET E1.0 FOR MORE INFORMATION. . 11� ... - � I i 1 L __ _— ------- --�--------------------,�,.��-,�� ... � -- ----- -- I 11-� __ — I KE�(D - 1 rE1.6 ­Yits_­T_c;ks H__ 6_F_F_1C__E__;__S__H_OW TWO SINGLE POLE SWITCHES IF THERE ISAN AV , I . li', , � I cj� "I ; TS I I � i . i I - ____/ - I I A � I EQUIPMENT (ROSS OPS / I.T.) (T- T_ . I I . . I I EMERGENCY/NIGHT LIGHT FIXTURE AND AN INDEPENDENT FIXTURE I I � -S VJ�7_ ro_*� r0_1\ I i I I I : >G-_� . V�_� I i i GF1 _J ] , , 1i I I i - -_ I , I 1, - I - I / 3/4" CONDUIT STUBBED I I LABEL ONE SINGLE POLE SWITCH WITH "(01-1/3" AND LABEL THE I 1 +15" DUPLEX (300 W), GRAY, VENDING, D01, (ROSS OPS) . I .1 ___�', 1.11 C_ ­­ I �2) �12) G) I � ... ... : \-- y2i i� OTHER SINGLE POLE SWITCH WITH"O-2/3"; SHOW ONE SINGLE POLE I � � ", I I i -1 LO ,­ � '' I (1) 11A ii .. �� . � I " I MAY BE REVISED I ti � ; i , i I i i � , .RWITr.W IP TWPPr- IQ r)NI V AKI r_hAC0e-_r_KIf-V/KIIf-_LJT I In -LAT CIVT"DC: I I _I------- I ;I � TO ACCESSIBLE LOCATION ABOVE SALES FLOOR r)D 1 1 . A - 0 ,: Irli UUrLr-A k,)VU VY), tjRhi, vr-l-quilNu, UVI, I,Ruzo 011i — -_ I - 1. . 1�__ 11 i I I i "I 1. \ 1 - Ur'UN Mr-r'KUVtiL ur I i LABEL THE SINGLE POLE SWITCH "(01-2/3" - . ____ � I, � ,i I i I . I ,"', < -- ----.-1----- I - - 11 - ---1--J----.-- ' I 1 i / I CLG. W1 PULL STRING (ROSS TELECOM) I zj���! - ONE -LINE DIAGRAM I '—� 20 �-E�i- ­ ­Yi � I - - __;­ 11, [ -1 ,L I � "i . .0 , I RESTROOMS; SHOW ONE SINGLE POLE SWIi1._6ONtk61"_T E___ - AV _____� I / ! . -_ 11 �. "I - ­­­ ..._] I 1 , 1 1 CD I I— - ! � . +42" SWITCH, GRAY, 0--A , I � , � 11 , , __4___- " -1 +58" DUPLEX,( -650 W) GFCI, GRAY, MICROWAVE (ROSS OPS) ,� ;� I � _ I � i OUTER LAMPS OF THE THREE LAMP FIXTURES; LABEL THE SINGLE i I i � i i - __P ... �� 1 1 C POLE SWITCH "O-2/3" I i �` � - ____ - ; r. ---- - - 11 I � 8 - _.....__..._. - - -- NOT IFOR CONSTRUCTION! .1, E I --- -.-- -1 -_ � -_ -----I +46" DUPLEX, GFCI, GRAY. (ROSS- OPS) —1--­� I ______ 8 � i i I 11 I I I SCHEMATIC � � . _­_­___________________ __­­ I ; . � . . � I j- 1.1. . I - . ,: . '. . +120" (AT ACCESSIBLE LOCATION ABOVE CEILING) SIGNAL . . - - � I I ., 11 - I I I - . . I � . . � . . � ., I - - __ -1.--O-- - - _' - .-I --- FITT11i MS, FOYER AREAS,­RESTROOMS, ANDSALeS FLOOR i AV, , I I . it �, � . I � I —_ (I I � YES __________ ,__1__________, 1'::_. , �. , �_ .1 � . ­ I � __1_1 I - i� � � I ,� - I � � . I . I I ... I � . I .1 . I Ir I , FIXTURES NEED TO HAVE SEPARATE DEDICATED CIRCUITS EACH I � I , -------- i � ... � I � 1--- --::-:----BQZZER . � - .1 ­� 1� I TOR MUST REFER TO EMS09 IN FIELD � I I I ____� � ) _1 I � � I 0 CONTRAC I -LAMP BALLASTS. � � +15" DUPLEX (6.5A) GRAY, REFRIGERATOR (ROSS OPS) � i � / I � � � FOR 2 -LAMP BALLASTS AND 4 . I ; i � I . M 1! i� i E) THE CIRCUIT FEEDING EACH GROUP OF 2 -LAMP "INNER" BALLASTS i I I �i 11 I I � I L i � i I � Pq I SALES/OFFICES —_ ---------- � FOR 33% WILL BE CONTROLLED FROM THE EMS "FIRST LIGHTS" DO- I I . . I 11 I ---- i -/442" 0-1/3 SWITCH, GRAY - ELECTRICAL ROOM -----------I , 1 7, THE CIRCUIT FEEDING EACH GROUP OF 4 -LAMP 'OUTER" � . �� ; ! � ! ) I I -_ I ------- /7=1\ 1 BALLASTS FOR 66% WILL BE CONTROLLED FROM THE EMS "FULL � I � ! � - .Lqn.. //I/-- ___ I U0 - I i � i i 4 . ­­­ I _��7 �1� I I I I I LIGHTS" DO -2. 1 1 ! I [ - 1 : , i LA- 1 4 " 1,; + 2" 0-2/3 SWITCH, GRAY DETAIL NOTES I - ; I � ! 11�', , I DEVICE PROVIDED BY CCBAC, INSTALLED, PIPED & WIRED BY TAG PART NO. DESCRIPTION NOTES I CLEARLY IDENTIFY WHICH CIRCUITS FEED INNER OR OUTER LAMPS. i i . ., 1, � -16 1 . ­- -'-----------_-----11r_ ­­ ___ - � ; - .___._._.__ _ - - -] I . . � ­ I . . I 1! � - . I NCR I i -1 5" (ON, WALL BELOW SWITCHES) DUPLEX, GRAY, . I � El'.O" VIES ---- --- OFT16-1i LOCKER ROOM, AND HALL ­F`1_X__T__U_1I_ .... N' E _E D, - _T_ 0- -HA_ _V E . -AV __ _­ � +15" DUAL COAXIAL 'TV OUT -CONDU-IT -.STUBBED �TO I I - I I - ­ ­_________�______ . __ I fl I 1. I . I ELEC. DEVICE FINAL TERMINATION& BY CCBAC JiErLDIHNICIAN, , - - AC ETM2051" NOVAR CONTROLLER (BY LENNOX FACTORY) - (1) EA, LENNOX UNIT FACT, - INSTALLED . . - , , , I LET W1 2'� . L i -, I ; � .- . . ., I � I I I � - 1 SEPARATE DEDICATED CIRCUITS TO 2 -LAMP BALLASTS AND 4 LAMP I ! i I I i , 'i . , CONVENIENCE. - 2 LINE VOLTAGE BY 11i TYPICAL. . � � AC' ETC NOVAR CONTROLLER (BY CCBAC) - (1) EA, NON-LENNOX UNITS PROVIDED BY CCBAC I ; 'i � ACCESSIBLE LOCATION ABOVE SALES FLOOR CLG. W PULL STRING .. � i � � 1: : I N_ � ./ & ! i I ! 3 LOW VOLTAGE (24VAC) BY ELEC. TYPICAL, ; : -4. i I i i : 1 -.1. i � k 1i OUTSIDE AIR TEMPERATURE SENSOR I BALLASTS. THE CIRCUIT FEEDING EACH GROUP OF 2 -LAMP "I 1i � I � - I � � ; I i (_� �,�C. '' � 1, ____ I � I . � � BALLASTS FOR 33% WILL BE CONTROLLED FROM THE EMS "FIRST I NYLON BUSHING, TRAIN'G (ROSS I.T.) i ! � (� I I 11, I I I !; I! - +42" SWITCH, GRAY, 0-2/3 4 ROOF MOUNTED DEV ANS FOR LOCATIONS, PC ALS _�_�� ; . , �\ I I :i, '� � � I, 1 5 SALES OR OFFICE AREA DEVICES - SEE F ORP - OVERRIDE PANEL I - ` I I � I � I ; I i L ) , , : 11�1 1 . , L, 1, i i .. : I � i � -5 , I ! I I P � � I i I ' � TS WTS10 LIGHTS" DO -11, THE CIRCUIT FEEDING EACH GROUP OF 4 -LAM I I � I i I � I � LOCATIONS . I � � "OUTER" BALLASTS FOR 66% WILL ALSO BE CONTROLLED FROM THE i � � : : '' I _ . . ­ r 1, I 1 + CONDUIT STUBBED TO ACCESSIBLE ; I L�, I : . I I I � : _-.Ir. - I I � EMS "FULL LIGHTS" DO -11. � i : : I I . : 1 6 120VAC LIGHTING & POWER PANEL - TYPICAL TSL WTS2050 LENNOX-LOGIC TEMP. SENSOR (FROM LENNOX) PROVIDED BY MECH, I i i I i - - - , i LOCATION ABOVE MANAGER CLG. W/ PULL STRING, 7 277VAC LIGHTING & POWER PANEL - TYPICAL OX UNIT PROVIDED BY CCBAC I I i ; I , ,,, I CLEARLY IDENTIFY WHICH CIRCUITS FEED INNER OR OUTER LAMPS. i , � , . 11.11.1 I-- � - . -_1 __ i : i � . EMCP - -------�------- - , 1, SPE I I I i I! I .11 �]: I LIGHTING CONTROL PANEL I I : I "'I-.---"— ­! - -IT-6k§ CLOSET AND EQUIPMENT CLOS-Ef;_i(i NIGHT LIGHT - - _ _ _ i AV 1 1 � 8 CONDUIT TO CAN PENETRATIONS MUST B I : , AKER (ROSS I.T.) JAN � 1 +120" (AT ACCESSIBLE LOCATION ABOVE CEILING) SIGNAL BUZZER � i 11\ � , CIRCUIT TO FEED THE SINGLE LAMP, SINGLE FIXTURE VIA SINGLE +42" 0-1/3 SWITCH, GRAY I I ! I ir ; :,�� , E <SHIPPED WITHIN EMCP-1) TO THE T,T,B, LCP - POLE SWITCH; I I . I I i � 11 �L I � +38" QUAD, GRAY (ROSS OPS) I TELCO WILL PERFORM TERMINATION AT T,T.B, DEMAND METER (INCL. CTs) PROVIDED BY CCBAC I � : '. '. r' I 1! 10 RUN WIRING TO ALL AC UNITS PER EMS FLOORPLANS. CTs - RVICE) ! I i Ili NO. SW-4-1-VOLT-EBl-0). NO CONTROL VIA li I � i� I � " _____________,(Pk_ _________.J 1 +42" 0-2/3 SWITCH, GRAY - V 61 I __J 'I'll 1� 11 PULL THE CAT5 CABLE (SHIPPED IN A SEPARATE BOX) TO THE DATA BA - EL (BY SEC, CONTRACTOR) BY OTHERS I ,­­..-­.­-..-_ I- ------- I I I - � � - I - Ell _. 6 YES TYPICALLY (3) 120VAC CIRCUITS-ARt-li GikEO1­0O­R SIGNAGE. . � I . I CO -PC (ROSS I.T.) RACK IN EQUIPMENT CLOSET, LEAVE 10' COIL, TERMINATION BY OTHERS, I �_ xv, - 'I ! B (Z) 7 t � I - VERIFY AND ADD CIRCUITS AS NECESSARY. ADD NOT TO PLAN: i ( �� � I I 1 12 5E - PROVIDE (3) #12 40 PANEL POWER, (1) #12 NEUTRAL, (1) #12 GROUND 1 +15" (ON WALL BELOW SWITCHES) DUPLEX, GRAY, CONVENIENCE. ! � I . i . I i I 11 I ALL SIGNAGE CIRCUIT VOLTAGE MUST BE 20A 120VAC SINGLE PHASE, � I -_ ___ I ­ i ­­­­ ­­.. - _______ -woo vwww"[ +38" DATA BOX W1 3/4" CONDUIT STUBBED TO . � I___ I ___ - I � i � O'� I I �', I", �1] i i ALL SIGNAGE CIRCUITS MUST BE ISOLATED - NO SHARED COMMONS I I � � - 1, , , I 11 . . IN., ..1. . � I � 'W", , I ; I I I T �'� r'� - � - - 1�'i ACCESSIBLE LOCATION ABOVE MANAGER'S OFFICE CLG. W/ WW = I I W,!\!��'�� I � i . , , � � OR NEUTRALS, ALL SIGNAGE CIRCUITS OVER 5OFT FROM PANEL I � I i i : / , , ; I LIGHTING CONTROL PANEL I - � �, I i T i i L I , � : i � ,, � MUST USE GAUGE OF WIRE REQUIRED BY NEC. i I I \ - � i 11, i PULL STRING, CO -PC (ROSS I.T.) ' '' L I : 1, I - ._._..1.._._.11_..... -------- � 1. - -1 _____ ____ __,_ __ ......... . . �_ _ - r I � . \ ; " � . I ti r ,�, i 11 : I " 1, �� I 10 YES HOMERUN 4 SEPARATE DEDICATED CIRCUIPS-t6V LAN"C'11i I AV ___ I ! I" 1, � I � __ . I ­ . Ili -PC (ROSS I.T.) WIRING DESIGNATIONSALL WIRE MUST BE STRANDED I COPPER NO SPLICING ALLOWEDi ALL RUNS MUST BE CONTINIOUSi NO SUBSTITUTIONS ALLOWED I . I i +38" SP/IG, DUPLEX, ORANGE, CO J !" : I � FIXTURES FOR CONTROL OF 50/50 DUALLEVEL LIGHTING, I'JSE TWO .. I � � . I L. I � . , � I , / " i : 1: � , -, I i � . � I . �- - - . . 11 1, I I , L .�. 1�, L I �� 1-L , ,N R-5 � : I p i I i . .i �_ � I 11 .1 I I :L ' ' . .1 I I ! I . I I r ,q '' - , I! I �, I "I .1� ! ! ,; I : ,::, �' I I I . . � � I I 11 ­ 1. - I '.. I � I - . % . r " 11 i , i I � � I � �. � - -, � I.". I L I � I-- I : 1�, \_ i I . . TAG .DESCRIPTION PART NO, AWG COND. ITW, PR sHI1i , I I 11 . I 11 L L� � I . I I ! - I 1. � .. i I _� �!­ I 1- I . __ , I I CIRCUITS TO FEED ALL THE VALANCE LIGHTING FIXTIi RUNNI � - \L . � 11�, \ % � ! ", i 1, � I . � I . � . � LEFT OF THE FITTING FOYER TO THE STOREFRONT WINDOW; ONE i � � I I 11 - � . : : 1, 1 OX -'3/4" CONDUIT I ��! i ., I : I! I \ I ; ! I I , A 2 x #18Ga. TSP CLP055OF 18 Ga. 2 Y Y COMMUNICATIONS BUS CIRCUIT WILL CONTROL THE UPPER LAMPS AND THE OTHER 1\11L - � I � : I L � +38" DUPLEX, GRAY (ROSS OPS) 1 ;� , � i �,,,: : 1, . . I J ACCESSIBLE LOCATION ABOVE MANAGER'S CLG W/PULL I - - 11 " I I ; � C 10 x #18Ga, CLP0448 18 Ga. 10 N N GRP TO EMCP / EPILO I I CIRCUIT WILL CONTROL THE LOWER LAMPS OF THE VALANCE � I . �1\ , \ , �', -14 ',�� � 1: ) � � 1 1, . , � STRING (ROSS TELECOM) . , , I � � - i , . LIGHTING FIXTURE. SIMILARLY, USE TWO CIRCUITS TO FEED ALL � I \ NCR -6 - : ."� ­ - 1� -1 -1 �_ � I I ,� D 4 x #18Ga. TSP CLP0552F 18 Ga, 4 Y Y TEMP. SENSOR W1 OVERRIDE . -_ - - ,� i I I I I '� ' I , � � I I � I � 1 +120" (AT ACCESSIBLE LOCATION ABOVE CEILING) SP/IG QUAD, � � I ��% _,J 1, , I - I , � I � NG FIXTURES RUNNING LEFT OF THE FITTING I ; . .%� �, � I , � ---..-... - _-....___._-.1'.1 - ­­��___',__ ''I " DATA W/ 3/4" CONDUIT STUBBED TO ACCESSIBLE � E I x #12Ga, -_ 12 Go., 1 N N 'PANEL POWER I i I �, I I � � � I I " �, : I ; . +15 . � � FOYER TO THE STOREFRONT WINDOW; ONE CIRCUIT WILL CONTROL I I � RED, DEDICATED 24HR LP UPS CIRCUIT (ROSS LP) ,\,� .. I ,�', 1� i 'I, I I I � THE UPPER LAMPS AND THE OTHER CIRCUIT WILL CONTROL THE I . I �, �, �� \ I ; I I F 1 x #14Ga, -_ 14 G a. 1 N N CTs Stranded Wire I I I � �, . I : I I " - � � 1: LOCATION ABOVE SALES FLOOR CLG. W/ PULL STRING, G 4 x 24Ga. TP -_ 24 Go.. 4 Y N WAN BUS (MODEM) I LOWER LAMPS OF THE VALANCE LIGHTING FIXTURE.(REFER TO - I . I i +38" SP/IG QUAD, RED, DEDICATED 24HR LP CIRCUIT (ROSS LP) '' I .� � _�,,�_ 4, .�.,_. -1 I � ; 'Ll, , � TRAINING (ROSS I.T.) H CAT 5 - 4 PaIrsCMP1202L5 24 Ga. 8 Y N I � SHEET E-1 I I � I 1� L----- ------ ­_­ r""-.---.-----.--.)--.--.---..-----.-� ... ___ _________________ .. ... ........... ...... ---.---.,---- . %% %%� -11 �Ir , - I , �!� - I I'll. % ) � � 1, . YES VERIFY THAT THE WIRE SIZE FOR ALL LIGHTING CONTROLLED V -IA--'- ' ' ' ------- — __ __ - � / 2 1 +15'$ DUPLEX, GRAY, TRAINING (ROSS I.T.) Ross Stores Inc. Energy Managemen __ -System General Requirements i I AV I � I I I I I EMS DOES NOT EXCEED #10 AWG. 1 I'll, .,..- -- - -_ 1 +38" 6X6 J -BOX W/ 2 1/2" CONDUIT STUBBED TO ACCESSIBLE %, . ,�, r , I t E1._0 11 YES FEED ALL EMERGENCY FIXTURES FROM SEPARNTIE-611RCOlt'NOT - "------- ---J-A,V--_­- I LOCATION ABOVE CLG. W/ PULL STRING, DVR (ROSS LP) %, I \ %�,r.. 11 CCBAC appreciates your business and looks forward to completing a successful Ross project with your Company, __ I ' I � � I 1 +15" DUPLEX, GRAY, TRAINING (ROSS I.T.) Please lee aware that much pre-pLanning and coordination has been clone, prior to your receiving these documents, I I I : I SWITCHED VIA LIGHTING CONTROL PANEL_(LCP1. I 11 I I ,- 1% I i - - ,I � -- --- _______ - __ I " I . � �% " � to establish a process, which when f oi correctly will result in a quality �_, 11'r . I I � � I I I I E1.0 , I YES VERIFY ALL CIRCUITS SHOM-511i TH-L LIGHTING PLAN MATCHES ' _­ -----I---------- - 'I � � Installation Incorporating Ross' stanclard Lighting and control requirements. We ask for your cooperation and . r AV -_ 1 +38" PHONE BOX W/ 3/4" CONDUIT STUBBED TO ACCESSIBLE 1� � I WHAT IS INDICATED ON THE PANEL SCHEDULES. �,�, �� �, NCR -15 I - �----------J_________ _-, - .�-.,.�..--.�..-----,�-.--.-----.,-.....-.,.�� ..... ________ r . ..... 1-1.1-1- -...--.: . . .......... ___.__-_._.._.1._1 .... -1-11 - -1 -1 ___ - - - LOCATION ABOVE CLG. W/ PULL STRING (ROSS TELECOM) ' 'i In :�� .._L!'.. ,� assistance In building and commissioning this store, , I 1. I I -,--- - I -1 I - I � I . 1. I . 1 +54" EMS ORP -SEE 3/E2.0 I I ­.­ .­­.. I - -- ke�i -------- -----------------__.1 .. .. ___.- .__ _________,__________­ --- ��_­__ - .1 -'-I-- - -- - -------- - ------- ---------- - 1, L' I I I 1, 1 L,,�:211­2" 11�'111 L I . .. I . I 11 . . I - � i � ! i I - - ' ­ . M1.0- I N i --'-' "" -'--- -------- --- --- -­ r 1-1 ­­­, ­­ -----­--­-­----­­- -,,-",,,- ,,, YES -1 --- LABEL-kULAIC UNITS PER THE ROSS PROTOTYPE SHEET M1.0. I � 1- I INDICATE BOTH SUPPLY AND R&URN §1 kEbEfE ALL ____ i YES � --- ' - CtORS ON i 1 A/C UNITS. ADD NOTE SMOKE DETECTORS WILL BE FACTORY � - PROVIDED AND INSTALLED ON APPLICABLE LENNOX UNITS, FIELD PROVIDED BY MECHANICAL CONTRACTOR FOR SMALLER UNITS, � � ,_,__ -_ ----I---------- � I "I ... � 1 i I I AV .....-.-----.-.....--��-..-,�--.I AV � � _ � - , � I 1- -1 i ! I i � .� V - 1. � 1 � 1, I LP MONITOR (ROSS LP) ,11� 1. I �. �,\ :� '� I I ­ CR -5 1 +54" J -BOX 1 -GANG: W/ 3/4" CONDUIT STUBBED TO \ . , �� � � I I I - - 1 +38" DUPLEX, GRAY (ROSS OPS) I � . 1. I \ , , 11� \ ,"I,r, ., '11, I ACCESSIBLE LOCATION ABOVE CLG. W/ PULL STRING, . %� Ir I � , : � � 11 .1 : , . "I MUSIC/PAGING (ROSS I.T.) +38" DUPLEX, GRAY, PRINTER (ROSS OPS) I . % � , ! � I i I . . The Contractor bids shalt Include the following EMS related tasks, per Ross specification! MS> will be purchased from & provided by, C&C Building Automation Co,, Inc, 'CCBAC' License No, 804236 � I I I 390 Swift Avenue, Suite 22 South San Francisco, CA 94080-6221 CCBAC Phone, (650) 292-7450 Fax- (650) 292-7460 I Project Contact, David Main (650) 292-5417 Email, cimain@cclin a) 0) � 1� : �: i � �: � �! I I ! � � : 1: ! i : 1 �: 1 1 i . I I . 11 r - I � � . I . I i I � � 1 I � I- �___ I � I i I I i I I �-_ . I I I - I I I..... - ___ __ ____ - - ---- _1 I -------- I � ___ ___ --'-- : AND WIRED BY FIRE ALARM OR ELECTRICAL CONTRACTOR, TESTING ii I i AND DEMONSTRATION WILL BE THE RESPONSIBILITY OF THE FIRE ALARM OR MECHANICAL CONTRACTOR, INCLUDING FIRE MARSHAL � __ I ... ACCEPTANCE TESTS. I I . 1-1-1-1-- --------r- '�",'.��-�-�--.-�-.--------.---__.---�.---_-..-�� --l-, I-- ____L________ Yli ' INDICATE GFCI OUTLET CIRCUITING SEPARATE FROM UNIT POWER ON ALL A/C UNITS. .-.-Vff ­ - __ ­­ -1.11 1. I- _________ '­----­-­---­ --'�---""-""'�"'��''--'-L-----'-- --------.,-- �_ SHOW LOCATION OF EXTERIOR SENSOR ROOFCAN ASSEMBLY ON 1 ROOF ABOVE ELECTRICAL ROOM, REFER TO DETAIL 4 OF SHEET li YES- IF PO-WE14"EXHAUST IS NEdb§S kY�JNDI TE AN EXHAUST FAN IN - I ELECTRICAL ROOM TO RUN VIA LINE VOLTAGE THERMOSTAT, TO BE 1 I PROVIDED AND INSTALLED BY MECHANICAL, WIRED BY ELECTRICAL. I ___ ____ - "--,-.,".,�.,�.�..--�.---.-------.--�---� --------- ____ DO NOT SHOW ANY TEMPERATURE SENSORS IN THE OFFICE ARE NO I WOMEN'S FITTING ROOMS, STOCKROOM, AND SALES FLOOR. ADD NOTE TO PLAN TEMPERATURE SENSORS NOT SHOWN ON MECHANICAL OR ELECTRICAL PLANS. SEE EMS PLANS FOR EXACT LOCATION. CONTACT C&C BUILDING AUTOMAITIO-N-@501292-7450. ­_.__­_ ­__ RLY INDICATE WHICH CIRCUITS FEED THE WATER __ .-I-1-1-- - _ - NO COOLER/ELECTRIC DRINKING FOUNTAIN, EXHAUST FANS, AND ROOF TOP UNITS. .1 ......... --­----­­­­ ... .... ... ­- ----------Ir---�''.-.,..''.�-.--,--------'--�----'-'---"'-'--'--,L�"'-�.�'.1�-�-.--�---- '_§PECIFY A 2 -GANG PLASTER RING VERTICAL FOR THE EMS OVERRIDE PANEL IN THE MANAGER'S OFFICE AT +5411AFF. ---- mbidAfE JEWELRY CASE LIGHTING ON THE SAME CIRCUIT AS THE --I- _Yli .1 FRAGRANCE CASE TO BE CONTROLLED BY EMS DO -2. I --------- I � _____.__________._ -------'-'-- � I � .. I I --'- _� I -------AV----- -- ­ ­', I .... .. I I I I _ AV � I ... AV _._ � __ AV 1. - -1--_ I I I "" -1- AV I I � - ____...__.­__._.. _� ... ___.___._ -_ -1 _... � i __ __1 I I � -------------d, I I i - __ , ---------- - I I I - -'- _____ ____ , , ------------ � Electrical, Contractor I � I . ,,, ,:..�. , , i I I I I i ; V, I I I ", k i 1, 4" CONDUIT STUBBED TO ACCESSIBLE I \ ; ; , BO -PC (ROSS I.T.) . \1 I i 11 " � I \ i 1 : 11 I LOCATION ABOVE CLG W/PULL STRING, PRINTER (ROSS OPS) I ; I I � I \ �� I I I I i� ,�, , 11 � I � �% .. �. ...-. -...-.. � I � I Y - I LASER PRINTER, ,(ROSS OPS) I �� 1, 1, I I I � , - 1, - " , I . '\ ,.,.�. , , 1"'..� I I i 1 I . +38" DUPLEX, GRAY (ROSS OPS) I I +38" DATA BOX W/ 3/4" CONDUIT STUBBED TO 1 I � I . I I � r . , , .. r - . . . � I . . I I . � I ACCESSIBLE LOCATION ABOVE CLG- W/ PULL I . . I . r � STRING, BO -PC (ROSS I.T.) I I I - I +38" SP/IG DUPLEX, ORANGE, BO -PC (ROSS 'I.T.) ­_ . � +38" PHONE BOX W/ 3/4" CONDUIT , STUBBED TO ACCESSIBLE LOCATION ABOVE CLG. W/ PULL STRING (ROSS TELECOM) +64" (ABOVE SHELF) QUAD, GRAY, . I I MUSIC/PAGING SYSTEM (ROSS I.T.) I +64" (ABOVE SHELF) DATA BOX W/1- CONDUIT I SIBLE LOCATION ABOVE CLG I I I . W/PULL STRING, MUSIC/PAGING (ROSS I.T.) I 1 I Typically the General, Contractor or the Electrical Contractor will Issue a Purchase Order to CCBAC for the system, The PO must be received MINIMUM (3) MONTHS PRIOR TO CONSTRUCTION TURNOVER, I I In order f or CCBAC to property coordinate the Installation, I C&C Bultolina Automation Co, shalt provide the f oi equipment, pre -f abricated f or the pro lect, 1. Main control panel 'EMCP1' and related hardware, I 2. Lighting control panel 'i and related hardware, 3. ALI Low voltage cables, relays, temperature sensors, photocell and overrides, 4. Complete set of CAD drawings Indicating a(( wire runs, Lighting control interfaces, and EMS equipment Locations, NOTE, EMS plans supercecle Electrical or Mechanical plans In the event of any sensor Location conflict. I 5. Demand Pulse Meter with current transformers, sized to suit the MDP Incoming feeders, - Important note, 4.5'sq, Window CTs. are provided, EC must plan feeders accordingly or schedule an exchange with CCBAC, 6. No . ' var WTS2050 wall mount temper pplied by Lennox to CCBAC), I � C&C Building Automation Co. sball perform On Site EMS Teroinations and Testina. lncLucllno: 1. ALL final tow voltage (24vac) terminations to the EMS devices, panels, sensors and override panel MUST be C13AC technician, . 2. Scheduling Is criticalli CCBAC MUST have minimum 10 days notice of completed EMS Installation prior to I . elate required on-site, Failure to advise with notice will, delay your termination or require additional fees. . . 3. CCBAC Is required to assess and report all control and circultlng related Issues to Ross Stores Inc, 4. CCBAC technician will assess the site status and advise the Electrical oLncl General Contractor of any Incorrect circulting or wiring Issues, These MUST be corrected Immediately to avoid further fees or delays, 5. Due to Ross' schedules, CCBAC site visit Is a one-time, 12 hour duration task, This requires careful coordination I and teamwork with the EC and CCBAC, I C&C Bultolino Automation Co. DOES NOT provide the following, 1, Temporary operating controls, thermostats or 'Jumpering' to run units prior to st sting. I � I . Note, Lennox unit will run on Return Air sensor from factoryi do not disconnect sensor for this model Call Lennox Natlonal, Accounts for more Information on temporary operation, . . 2. Fire alarm terminations, testing, troubleshooting or participation In Fire Marsi or Certificate of Occupancy testing, . . I .1 8 I J! I t . . 11 ; I W . I . � -a 0 I . . .1 k S '� I 9 9 i r. .4 I ti 9 t � a f I . I I (f) Ii (1) I I (/) . - . (1) 0 (J) (D 0 Z - M I I- 0) CU ff) (D a .- _J I � ! I : I ! 1! I � I I i, i ! I ! : ! �; i I I � ! 1 1 : i i i I : i ! I I I � i ; � 1: � . I ,: 1 i I :: I : 1 :� I I 1: I !I i :: 1 ; :� �; I � . j , i I ; ! i : �: � � : , i I I i 1 ! I �� ; � ; I ,: 11 4 1! i I i :i i I � :i � ;I ! � 1: : AV � � i 1 AV - , _;kV_,___-,__ -----�-------- I E2.0-YE13 EI -6- _­ . ___ I __ , __ - , - - YES INDICATE AN ELECTRICAL ROOM DETAIL SHOWING ALL PANELS I i4_--_- - THEIR RESPECTIVE LOCATIONS. --bb"' -­rr,­.­­_, _,_,__,__­___­_,_____,______ . 1-YIES-..... I - _C1 I __k\i__ , , AV - - ----------- -----,---"-",-..-,..�-�.-..�-.-----------.--.,-�,.�.-,�.��,�� _______ IND1_C_KT1E`__TIRLff0i DATA OUTLET NEXT TO EMCP1 IN THE Of"rDir'Al 0^^RA I I . I I ---.---..- ___ I -11 - ________..____..___, ______ - ----- ______________. _., � . .. .... � .... ........ __ -.----.----. -,-- -1 - - A`NEL SdAt-bULES ----- - r-1.1111,111,--- ------ ----- - --- ------------.----_.-.-..--...�.�..., -_1 - __ b4t uNE­6Adk4"i ____ ----------""--�"".".".�-,-..-.--.-.--.,-----..- � . I I . --ii , " YES— SINCE THE CIRCUITS FEEDING THE FITTING ROOMS, FOYER AREAS, ' - ,I AV _� ---k---------.-- 11 I . I RESTROOMS AND SALES FLOOR, EACH GROUP OF 2 -LAMP "INNER' BALLASTS ARE CONTROLLED FROM THE SCHEDULE OUTPUT DO -7, � I \ AND THE 4 -LAMP "OUTER" BALLASTS ARE CONTROLLED FROM THE � SCHEDULE OUTPUT DO -2 AT DIFFERENT TIMES OF THE DAY, IT IS � . NECESSARY TO BALANCE THE CIRCUITS ACROSS PHASES A, B & C 11 . EVENLY WHEN EITHER GROUP IS ON OR OFF. r � I CLEARLY IDENTIFY WHICH CIRCUITS FEED INNER OR OUTER LAMPS I L - __ AND ENSURE CIRCUITS AND PANELS ARE BALANCED. --- --- ­­ ­­ --l'...- -, - - ____ --- _____ _____ YES SINCE THE CIRCUITS FEEDING EACH GROUP OF 2 -LAMP "INNER" AV I BALLASTS ARE CONTROLLED FROM THE SCHEDULE OUTPUT DO -11, I AND THE 4 -LAMP "OUTER" BALLASTS ARE CONTROLLED FROM THE SCHEDULE OUTPUT DO -1 AT DIFFERENT TIMES OF THE DAY IN THE I OFFICES, LOCKER ROOM, AND OFFICE HALLWAY, IT IS I NECESSARY TO BALANCE THE CIRCUITS ACROSS PHASES A, B & C, EVENLY WHEN EITHER GROUP IS ON OR OFR CLEARLY IDENTIFY WHICH CIRCUITS FEED INNER OR OUTER LAMPS . AND ENSURE CIRCUITS AND PANELS ARE BALANCED. 1 -ii____ --- -_ ____ --.--.-- ---------------- ------------ - .0 YES SHOW PANEL li (3 SINGLE POLE 15A 120V CIRCUIT BREAKERS AV I I E2.0 ACROSS PHASES A, B, & C) AND PANEL EMCP-1 IN THE SINGLE . I I � LINE DIAGRAM AND PANEL SCHEDULES. - I I . I I I - --jj;j-jj-- %jE- I-, .......... . J 4�j­­­-- --­---­'­----- _______.,_______ ------ - --------.-.�.---�,�,�,,��-.���-- ____ —_ __ _.- A TCKIAKIT I"ir-RAAKIM DHJ 420 RACY00 MRA 10 Or- H10r_r% 0CMAMA"M . � J %A 0 MV .G * 4(, � � 1 ! I AND ADDITIONAL TO THE UTILITY METER, INSTEAD OF THE PULSE � W �� 2 .. . _r7 � � -=� : 1, I _- -, . It !i � . METER OUTPUT OPTION ON THE UTILITY METER. �, I a ?�� 1 1 1 1 �� k, 0 6�2_ - 11 -1 t� 0 C�> i �'i I THIS DEVICE IS A COMBINED PULSE METER AND THREE PHASE I !�� . 1�___* :; POWER MONITOR FED FROM THE 3 SINGLE POLE 15A 120V CIRCUIT 16 . 'oo 1 2 VICE LAYOUT . ;1/1� ....0 "O I � -11 V/ I I BREAKERS SERVING li CURRENT TRANSFORMERS CREATING 1/411= 11-011 NT SYSTEM SINGLE—LINE DIAGRAM AND NOTES 0 e , : ! I N.T.S. E , � � I . . THE SIGNAL INPUT MUST LocA:rE AROUND INCOMING CONDUCTORS I . . I . - i 1 : I I I - I . I /1111 1%%\\ 1 �: I I I I i I 1. ; I I � I tI`-KUVIUt U I UAN It- NECESSARY). ADD NOTE I 0 PLAN Ili ING. . � . . . THAT THE CURRENT TRANSFORMERS CONDUCTORS MUST BE - � . � I SHORTED INSIDE PANEL li UNTIL DEMAND METER ! I TERMINATION IS COMPLETED, BUSSED FEEDERS CANNOT BE I METERED. I LOW VOLTAGE SIGNAL CONNECTIONS FROM THE CURRENT � , � TRANSFORMERS TO li MUST BE IN CONDUIT. THE TENANT DEMAND METER IS LOCATED INSIDE OF PANEL li _____.___.________.__.___T___ _____ , - , YES CLEARLY IDENTIFY IN THE SINGLE LINE DIAGRAM IF THE MAIN AV DISTRIBUTION PANEL WILL BE BUSSED OR CABLE FED. CURRENT I TRANSFORMERS FOR BUSSED FEEDERS MUST BE FACTORY INSTALLED BY GEAR MANUFACTURER. CURRENT TRANSFORMERS I I ___ I-- I FOR CABLE FEEDERS -WILL BE INSTALLED BY THE ELECTRICIAN. - ------- _____ __­� YES ALL LIGHTING CIRCUITS CONTROLLED VIA EMS SHALL NOT EXCEED _AV-__ - , ­­ - -------- � I . I - 20A CIRCUIT BREAKERS. I I i YES CIL EAR LY LAB EL AL L C I RCU ITS ­W_H_Kdk `Ftltb _fH_ Iff-LiThlEil _iT)I-4i ' ' ­_ '_ I AV I - AND THE OUTER (2/3) LAMPS. I . ___ ----,---.--.,-,..-.---.-,-.�-��,--,----- ____ _ ____ ------------- _____________ _____________t___ I YES VERIFY AND COORDINATE THE VOLTAGE REQUIREMENTS FOR ALL i AV THE A/C UNITS WITH THE MECHANICAL ENGINEER. . I I I YES VERIFY THE WATER HEATER SIZE; IF THE WATER HEATER RffC1GIlRff§'_­ __­ I - ------ --- - --- � AV -1 . � A CIRCUIT BREAKER SIZE GREATER THAN 30A PROVIDE AN . � I I �____ AUXILIARY CONTROL INTERFACE FOR CONTROL THROUGH A 30A I I- ___ i CONTRACTOR VIA,ENERGY MANAGEMENT SYSTEM. _______[____--11 �.I.-I'�..'�..''-.�..------..--.-.-I------.--.-.-j . I I - I ­ I I � � I I , , � I I I 1. I �. I . I : I I �, , � ��,'� 1 � � I I � 11 � � - I . I I I I I 1. . - — B) Contractor Bids & Scope - EMS System Summary - 8 P. L_ L_ (1) 1 i 1� � ! :: .� V - 1. - I . . The Contractor bids shalt Include the following EMS related tasks, per Ross specification! Rp a) 0) � 1� : �: KSU I 6-1 1 . 's 's t4o.- t! C: I ! i ! ,� . - I Electrical, Contractor I � I . I Q . : I 1. Provide, install and secure all necessary conduit per EMS drawings and specifications, .9 t 0) 0 U) I ,: i I i I: PANEL (FCP) I ALARM I 2. Obtain from CCBAC and install cable necessary to the EMS as shown on the EMS blueprints, I cl) 0) a) CU ; I :1 ROSS TELCOM 3. Mount and junction at( EMS control enclosures, Lighting control ii and roof sensor can assembly, I . I 4. . (3) 0 c A 3r, M CU � ; I i: ______ At( Line voltage terminations to the Lighting control panet (LCP) contactors. CALL CCBAC If prints do not match sitel 2 L_ L_ CL 0 STB i 1 : I I C:) co I 5. Rough -in and wiring for temperature sensors and override pane[ per EMS ftoorpi Locations. L . I Iii +-- I 0 . ImmA W I LL 0 .0 ! !! i 1 ' . IF7 F7 6, Provide power circuits Into control cans per EMS details, �- , LU -%e (1) i : I 1 F�i ___ 7. Connect field installed smoke detectors (where required). i � 0) � '5 10, LU -11-1 0 1 !! ; R. Install, wire and terminate high voltage connections for tenant Demand Pulse Meter and current transformers. I Z WM.E- 0 0i �: I � :: I I 3/4e' P OOD ALARM SYSTEM 9, Fire alarm terminations of unit mounted smoke detectors and coordination during Fire Marshall testing, I rs 8 Q E wc-- I- a) 1 1 : U-1 UJ V) 10, Fax back checklist to CCBAC minimum 10 clays prior to GC turnover clate, I E I (D ul) of E a) CU tu- UJ I I !� ,! . 11, Coordinate with CCBAC to schedule site visit with adequate notice to meet scheduLe, 0 U) � !, I . . t nchtist Items found during site assessment, -id .S E - = Cn 1 i � C.) :!� I a 12 - . i !: : ; : 1 01!� � Mechanical Contractor I I = a r i : I i 1. Provide Lennox Logic HVAC units with factory provided Novar 2051 controls option, . o- ld k � I I I IIii L //// ! I � !! 2, Mount field installed smoke detectors <where necessary). I 0 \\\0 V_ I I Y//, � ,:, NOVAR AREA 3. Perform start-up and burn -off of new li units prior to EOC check, 4. Coordinate with Lennox to provide, scheclute and perform EOC check, L L a: .6 0 ,;�\�� ...... 61. / . 40. 4 _*_ �� X � ; 1 ! : !! RELAY JACK STORE LINE JACKS 5. ALL unit startup and testing for Certificate of Occupancy testing, Call Lennox National Accounts for Instructions. 16 .tl , .%--, C*� Z) r : : :1 Notel RTU wit( run on Return Air to 74/70F from factoryj do not disconnect the RA sensor until EMS Is terminateall � , I Z N . �t Z�_ 10, V.9 ,:� �. A i � ;� JACKS 6. If any Non -Lennox unitst provide conventional. thermostat Interfaces (R,Y,W,G etc,) & controls Including transformer, .1 � i . � I � I I I - . � , - . (Z) z: ��R = . . 4(r t"i 1 ,: 111' 7. If any existing units, recondition and test existing units as specified on mechanical. plans, � r. . C_V d - - = 0 a Z Q�: � ; : ! . � J %A 0 MV .G * 4(, � � 1 ! I AND ADDITIONAL TO THE UTILITY METER, INSTEAD OF THE PULSE � W �� 2 .. . _r7 � � -=� : 1, I _- -, . It !i � . METER OUTPUT OPTION ON THE UTILITY METER. �, I a ?�� 1 1 1 1 �� k, 0 6�2_ - 11 -1 t� 0 C�> i �'i I THIS DEVICE IS A COMBINED PULSE METER AND THREE PHASE I !�� . 1�___* :; POWER MONITOR FED FROM THE 3 SINGLE POLE 15A 120V CIRCUIT 16 . 'oo 1 2 VICE LAYOUT . ;1/1� ....0 "O I � -11 V/ I I BREAKERS SERVING li CURRENT TRANSFORMERS CREATING 1/411= 11-011 NT SYSTEM SINGLE—LINE DIAGRAM AND NOTES 0 e , : ! I N.T.S. E , � � I . . THE SIGNAL INPUT MUST LocA:rE AROUND INCOMING CONDUCTORS I . . I . - i 1 : I I I - I . I /1111 1%%\\ 1 �: I I I I i I 1. ; I I � I tI`-KUVIUt U I UAN It- NECESSARY). ADD NOTE I 0 PLAN Ili ING. . � . . . THAT THE CURRENT TRANSFORMERS CONDUCTORS MUST BE - � . � I SHORTED INSIDE PANEL li UNTIL DEMAND METER ! I TERMINATION IS COMPLETED, BUSSED FEEDERS CANNOT BE I METERED. I LOW VOLTAGE SIGNAL CONNECTIONS FROM THE CURRENT � , � TRANSFORMERS TO li MUST BE IN CONDUIT. THE TENANT DEMAND METER IS LOCATED INSIDE OF PANEL li _____.___.________.__.___T___ _____ , - , YES CLEARLY IDENTIFY IN THE SINGLE LINE DIAGRAM IF THE MAIN AV DISTRIBUTION PANEL WILL BE BUSSED OR CABLE FED. CURRENT I TRANSFORMERS FOR BUSSED FEEDERS MUST BE FACTORY INSTALLED BY GEAR MANUFACTURER. CURRENT TRANSFORMERS I I ___ I-- I FOR CABLE FEEDERS -WILL BE INSTALLED BY THE ELECTRICIAN. - ------- _____ __­� YES ALL LIGHTING CIRCUITS CONTROLLED VIA EMS SHALL NOT EXCEED _AV-__ - , ­­ - -------- � I . I - 20A CIRCUIT BREAKERS. I I i YES CIL EAR LY LAB EL AL L C I RCU ITS ­W_H_Kdk `Ftltb _fH_ Iff-LiThlEil _iT)I-4i ' ' ­_ '_ I AV I - AND THE OUTER (2/3) LAMPS. I . ___ ----,---.--.,-,..-.---.-,-.�-��,--,----- ____ _ ____ ------------- _____________ _____________t___ I YES VERIFY AND COORDINATE THE VOLTAGE REQUIREMENTS FOR ALL i AV THE A/C UNITS WITH THE MECHANICAL ENGINEER. . I I I YES VERIFY THE WATER HEATER SIZE; IF THE WATER HEATER RffC1GIlRff§'_­ __­ I - ------ --- - --- � AV -1 . � A CIRCUIT BREAKER SIZE GREATER THAN 30A PROVIDE AN . � I I �____ AUXILIARY CONTROL INTERFACE FOR CONTROL THROUGH A 30A I I- ___ i CONTRACTOR VIA,ENERGY MANAGEMENT SYSTEM. _______[____--11 �.I.-I'�..'�..''-.�..------..--.-.-I------.--.-.-j . I I - I ­ I I � � I I , , � I I I 1. I �. I . I : I I �, , � ��,'� 1 � � I I � 11 � � - I . I I I I I 1. . - — I DRYWALL 18, 1 18, �! , �z .� V - 1. - - F — — 7 ___ 0 - 3#� I KSU I 6-1 1 F_ — — — __� I I X a_ . . - I I I FIRE CONTROL I BURGLAR I L -_ -_ I PANEL (FCP) I ALARM I _. I ROSS TELCOM SYS AREA . I PANEL (BA) I '. ______ ,I TELEPHONE PTO STB I I C:) co q COMPANY ' . IF7 F7 I 1 1 F�i ___ MPOE AND I I I I � � I __ L__ - - __ ___j � CD DEMARK I I I I 3/4e' P OOD ALARM SYSTEM AREA af - .. I . U-1 UJ V) L-1 Ll �� 11� I-_ M: W ; I . . - I U_ 0 C) C.) :!� I CABLE & CONDUIT AREA . % 0 01!� � In < I — - 7 0- FRAME FR STORE JACK AREA NOVAR AREA U =E RELAY JACK STORE LINE JACKS ALARM LINE EMS JACKS % W W _J_�L_ JACKS I 111' ______ -1 - _ 0 ____ 5#1 24# - 1 _ 36' - I 181, � -1 - � - . 18, ii 2: I 7 31# � I - 100+_ - — - — - — - — - — - -- fl� - — - - _* - -R- - % 0i 1-4 + 1 5" QUAD, +15" DUPLEX, +15" DUPLEX, +15" 24HR, +15- 241i — — 12OV, 20 AMP, TELEPHONE 120 VAC, 1 0 AMP, 24HR 120 VAC, 1 0 DUPLEX, 120 DUPLEX, DRYWALL AMP, 24HR, FIRE VAC, 1 OA, 120 VACI % 1i --' ,---.*" BOARD, GRAY Sli ORANGE 10 AMP, CELL PLYWOOD (TELECOM) (KSU) (ROSS RED (FDC) (ROSS ALARM PANEL, BACK-UP, . .. I TO ECOM) FACILITIES) RED (BA) (Ui RED (li , , J, k_� I 9 I I ; I I . - - .. .... � C, -6 �� 9 a I 0. -0 . 11 . I d .k. � e I �, 8 .2 I ,a a . . I E i 2 . 49 I . E 9 Z5 a o 2. A 9 2i . � m . - .9 A I I E 8 I. . . . . . * , , I : I ­ I U 2 M - 4! . LD , ;� 6 !E S2 W L 8 - , � 11 . . d I — �� I I Z r-. LO t5 a—) LIJ C) �! , �z 0 g Z 17- 4 , LLI C� 0 R LLI X a_ . . - I 0 I I 11`111nL"W ul VA0.9 LLL: IfVVML F-1VUI\Ur- i 2 POINT FOR H CSC AND B BY G.C. P W TY . 3 A.S PEDESTALS , CHECKOUT COUNTERS ES® O CASHOr LL' +12 ABOVE CEILING I W/ CONCEALED IN \ SLAB 1 VA 20 C T �> OFFICE 0 E I d � POWER � _ - I +15 DUPLEX,1 , .20 VAC, 1 0AMP 24HR FIRE CONTROL PANEL RED fCP �) , P OWER SIGNAL,& TELEPHONE PLAN SEE SHEET A,.2 FOR +15„ DUPLEX 120V 10 AMP 24HR SP IG ORANGE VESTIBULE LAYOUT KSU TELECOM 0 5 10 15 2$ D _ RW NG NOTES. 2„ . DIA OPEN CONDUIT W PUSTRING E / LL& NYLON BUSHINGS STUBBED FROM BACKBOARD ,tHlS SEt :MAY BE PRINTED At A REDUCED SCALE 1 NEMA „ 3R 600V 30 AMP, 3P. NON—FUSED TO 12 ABOVE SALES FLOOR CEILING O , "DISCONNECT SWITCH FOR FINAL CONNECTION TO BALER. - DISCONNECT AND PANEL LOCATION TO BE +15N QUAD, 120V,` 20 AMP, DESIGNATEDY B PROJECT. MANAGER.. TELEPHONE BOARD GRAY DMARK PLAN NORTH (2> NEMA 1 60OV, 0 30 AMP SWITCH 3P. -NON FUSED DISCONNECT SW CH FOR. GROUND ROD AT TELEPHONE BACKBOARD a RI ; 4NDIAMETER a 3/ M ER HOLEn _FOR `PHONE 'LINE n +12 ABOVECEILING — . CENTERLINE OF HOLE SEE PLAN FOR r_ _FINAL CONNECTION T0 WATER A L 0 T HEATER. DISCONNECT AND PANEL LOCATION TO BE _LOCATION x DESIGNATED BY PROJECT .MANAGER.. m Q LAY —IN CLNG. I e_ 12 I 1:111i711 11 lllil 1-1 1I i ,11 ,i'�,I 1 1 I i Z r_ o o O w —3 4DIAMETER HOLE a 2 FOR PHONE LINE, W n. SEE PLAN FOR � .i,+62” A F.F. ,CENTER _ LOCATION LINE OF HOLE r PHONE ..O+58” kff. . � `F BOTTOM OF PHONE 0 Z r_ o O w N ouj 2 n. ❑ ❑ v _ ,-1 W ti x _ N O W :, : I i'I I J U— I 10 u /boy I w rA �z a� d MODULAR R CYST E M NOTES AND LEGEND J LLJ F- o NwL a 4 0 w W _..� a. Q� 00 M G7 BOSTON a RETAIL MAIN AIN TSI T S RIBUTIONB�(ES 'TOGETHER WITH. CABLING FOR ;.. � w - . CONNECTION TO CIRCUITS AT 'HOME RUN JUNCTION : BOX ARE. i ❑ BE 4) -� o .o -d ORDERED , BY , G C FROM BAST QN RETAIL.: CONTACT C DIANE JEFTS, PHQNE 1 � c- i~; - - _ _C8 0) , 0 225 1633 X110 E M ATL DJErTSLBQSTQNRETAIL,CgM FAX. 1 C 8 > 7 1 o v i rr _ 391-576 . 6 0 w I U w Q? n u. EXISTING PAA . T NL 0 BE REUSED AS PANEL HA1 277 480V c r ) i EACH MDB IS 12 x 2 X 1 4 AND _WEIGHS 8 112 P❑UNDS, TO BESECJRELY l a SUSPENDED WITH LATERAL BRACING AT+12d ABOVE CEILING AT THE ; .-, N LOCATIONS SHOWN IN THIS PLAN UNLESS SHOW ._❑THER I �� IN LEErA AE1 w w � .� "LAI" TENANT L PLAN ISSUED BY ROSS STORE DESIGN,- U o .o 12 2MDB ALLOW A 4EA D TIME AFTER RECEIPT ❑F ORDER OF 6 WEEKS FOR r +Gi c N � NOT USED DELIVERY. w� U COORDINATE INSTALL 'T ALL WITH ROSS Q S CONSTRUCTION REPRESENTATIVE. T E, u �4 EXISTING PANAL. TOBE REUSED AS PANEL & LA2 120208V BOSTON q RETAIL E ATL MAIN DISTRIBUTI❑N BOX Q #1 (BY G,CJ ti L ISOLATED GR❑UND/GEN ERAL PURPOSE, NOT USED MOUNTED + 'AT 12 ABOVE Bq E CEILING DEDICATED CIRCUITS -NCR 9 (REGISTER CLEAN) NCR 11 (REGISTER CLEAN) LA 35 (DIRTY) LA 27 (DIRTY) _ EXISTING XFMR. TO BE REUSED BOSTON RETAIL MAIN DISTRIBUTION U IqN BOX #2 (BY G,(..J I I ISOLATED GROUND/GENERAL PURPOSE, I MOUNTED AT +121 ABOVE 2 C IN LL G � DEDICATED CIRCUITS NCR 10 CREGISTER CLEAN), NCR 12 (REGISTER 'I CLEAN) LA 25 (DIRTY), LA 33 (DIRTY), LA 35 CDIRTY? LA 37 (DIRTY I PANEL NCR - G CASELIGHT D02) - ..HQME RUN'JUNCTIONBQX (BY G,CJMOUNTED +12YABOVE CEILING_ 'i ..w. F o DEDICATED CIRCUITS r • I MAIN DISTRIBUTION BOX CIRCUITING _ ,-1 W ti x _ N O W :, : m a a �IAYI�� ii9il1N111A1fS N 10 u /boy w V a N LLJ F- o NwL a Q w W _..� J _ n u. EXISTING PAA . T NL 0 BE REUSED AS PANEL HA1 277 480V c r ) _ N "LAI" 12 2MDB # Z NOT USED � +i EXISTING PANAL. TOBE REUSED AS PANEL & LA2 120208V LA 35 3NCR- NOT USED _ EXISTING XFMR. TO BE REUSED PANEL LA-GPP " i I PANEL NCR - G F o r LL 'L CUSTOMER SERVICE WIRING I I I NEW. 45 KVA XFMR CEILING HUNG NCR 10 1 NOT USED so LA 33 _ BRP . 500 0478 LA -37 ._ a N , +I Now 8 . GROUNDING WIRES:. PHA_ SE WIRES(HOTS) NEUTRALS ISOLATED EQUIPMENT LA -33 LA - LA 33,35 33 35 --NCR-10 ALL 3 5 -1 2 LA -37 LA_37NOT USED .NCR NOT USED 20 - NEW. EMCP 1 NOT USED ED NCR- 10 NOT USED ..NCR 10 NCR 1 - NCR - 12 2 � ... NCR -12 NOT USED w NOT`U S ED NOT USED NOT USED NEW: - EW LCP 1 n PANEL NC NEW:RH c120/208V) " HOMERUN CABLE TYPE.: — 10/6, 10/5 10/8, �S Ho MER N U CABLE L GH ARMOR: 50 STRIP 20 Tor A 70 L B EN BAR PLAN E ..GED .. 3.0) m a a �IAYI�� ii9il1N111A1fS 10 u /boy w V a N LLJ F- o NwL a Q w Z uj ZLLJ V a N LLJ F- o NwL a Q w Z a v w a DRWING NOTES: 0 ROOF TOP UNIT PROVIDED WITH SERVICE DISCONNECT SWITCH AND GFCI RECEPTACLE CONNECT COMPLETE. SEE PANEL SCHEDULE. SMOKE DETECTORS s WILL BE FACTORY PROVIDED AND INSTALLED. ON APPLICABLE LENNOX UNITS. L PROVIDE CONTROL BY ENERGY MANAGEMENT SYSTEM AND LINE VOLTAGE THERMOSTAT IN PARALLEL. m E S o v c m g m N m d G O n Z r p Z N CL o 0 M O ' (� TG V Os N _ • rl tT 13 4 a v w a DRWING NOTES: 0 ROOF TOP UNIT PROVIDED WITH SERVICE DISCONNECT SWITCH AND GFCI RECEPTACLE CONNECT COMPLETE. SEE PANEL SCHEDULE. SMOKE DETECTORS s WILL BE FACTORY PROVIDED AND INSTALLED. ON APPLICABLE LENNOX UNITS. L PROVIDE CONTROL BY ENERGY MANAGEMENT SYSTEM AND LINE VOLTAGE THERMOSTAT IN PARALLEL. m E S o v c m g m N m d G O n Z r p Z N CL o 0 i NUW K KUM H L4 h1UUK CMtK ' N Y ...� u., LIGHTINGR CIRCUIT (CRITICAL POWER D y P —"-- Q Lw'MCNED 76 80)Npg N CCIXt CAN AE CP ALAR BECCGS HIDDEN WIRES IN - DOOR DOOR IGN (SUPPLIED) - - — - LIJ%✓r\ /`1�7�7GIVI0L i E 8 0 T S2 LED AC ON /UNIT ARMED a 5 -CONDUCTOR #22AWG d GONTR B .e OL OX V i ro 6 Wired and connected to panic device b electrical contractor P Y �a+ W 8 NOTES: 8 1) TW REM VE JUMPER FOR . O J TWO -MINUTE MIN T E ALARM SHUTDOWN. C ro 2 If SMOKE DETECTOR IS USED REMOVE END- � F LINE RESISTOR AND INSTALL ACROSS SMOKE -DETECTOR . TERMINALS. (3) REMOVE JUMPER IF CONNECTING TO FIRE PANELOR REMOTE NORMALLY -CLOSED, KEYSWITCH.._ 4 4 BATTERY MUST BE INSTALLED HOWEVER D NOT CONNECT BATTERY UNTIL A R S APPLIED. _ a 2 T YPiCAL DEVICE WIRING DIAGRAM .3 DE1.0 ro SCALE. N.T.S. E ro E n L. 0 vl. C �QCV M 'C •� 0 rw=- CULL ui • w '0 C Cq O � w NCS v 0 e 0 1 4 z. O=L r a -: 01 s 0 W 9 J N Z Q n n rOR O o ❑ ❑ ❑ ° n P —"-- Q Lw'MCNED 76 80)Npg N CCIXt CAN AE CP ALAR BECCGS HIDDEN WIRES IN - DOOR DOOR IGN (SUPPLIED) - - — - LIJ%✓r\ /`1�7�7GIVI0L i E 8 0 T S2 LED AC ON /UNIT ARMED a 5 -CONDUCTOR #22AWG d GONTR B .e OL OX V i ro 6 Wired and connected to panic device b electrical contractor P Y �a+ W 8 NOTES: 8 1) TW REM VE JUMPER FOR . O J TWO -MINUTE MIN T E ALARM SHUTDOWN. C ro 2 If SMOKE DETECTOR IS USED REMOVE END- � F LINE RESISTOR AND INSTALL ACROSS SMOKE -DETECTOR . TERMINALS. (3) REMOVE JUMPER IF CONNECTING TO FIRE PANELOR REMOTE NORMALLY -CLOSED, KEYSWITCH.._ 4 4 BATTERY MUST BE INSTALLED HOWEVER D NOT CONNECT BATTERY UNTIL A R S APPLIED. _ a 2 T YPiCAL DEVICE WIRING DIAGRAM .3 DE1.0 ro SCALE. N.T.S. E ro E n L. 0 vl. C �QCV M 'C •� 0 rw=- CULL ui • w '0 C Cq O � w NCS v II� t AI rr r 0 s o .. O• e m O 1 C iV L ♦ ♦ e 0 1 4 z. O=L r a -: 01 s U) W 9 J N Z Q a> rOR 1*2 c a� J W O N0a s_Qo•�. 0, �,�° W z U) ca o E. U �gqo O(DELu� O N.� I.L 0 ca a II� t AI rr r 0 s o .. O• e m O 1 C iV L ♦ ♦ e 0 1 4 z. O=L r a -: 01 s i .W a r i e'er" W 9 N Z Q � �CW rOR CL J W O C3 ci Z ti o N Z Q � �CW rOR CL O C3 � DE1.0 � ,.•�._..... � Illl:,.l� .._ _ ,... I ' bI' I Ili I IIi � I Jo+ilI LEGEND EAS CONDUIT — - - — — 3/4" UNDER -SLAB CONDUIT WITH DEDICATED LP EAS, 20 AMP, 120V. 24 HR CIRCUIT WIRING FROM J -BOX TO _ PEDESTAL STUBS ALL PROVIDED AND INSTALLED BY LANDLORD'S G.C. PRIOR TO PROJECT TURN -OVER. 3/4" UNDERSI CONDUITS WITH PULL -STRINGS AND P STUBS INSTALLED MY LANDLORD'S G.C. PRIOR TO PROJECT TURN -OYER AND READY FOR INSTALLATION OF LOW VOLTAGE EAS WIRING MY TENANT'S LOSS PREVENTION VENDOR NOTE: THE ENTRY LAYOUT SHOWN WERE IS TYPICAL SUT MAY NOT EXACTLY MATCH THAT IN THE PROJECT AE -1 TENANT PLAN. ADJUST THE SENSORMATIC EQUIPMENT AND DEVICE CONFIGURATION SHOWN HERE TO THE ENTRY LAYOUT I THE: PROJECT AE -I TENANT PLAN.IF YOU HAVE QUESTIONS CONTACT THE ROSS STORE DE51GN REPRESENTATIVE FOR THE PROJECT. PEDESTAL TYPE B (SECONDARY) TEMPLATE E ESTA L TYPE A (PRIMARY WITH SECONDARY 0 DARY F EED TEMPLATE $ d THIS 16 PLAN VIEW I t� al* THE HTYPE PE ,4 PEDESTAL (PRIMARY UJlTI--I SECONDARY E DAR`r F� EED 5,a5E . IT w o THIS fs A PLAN VIEW OF THE TYPE 8 PEDESTAL L (SECONDARY) 5A15E. IT ShIOI,JS+-1 T E PLACEMENT NT5+OUs 0 THE PLACEMENTRE REQUIRED t� TWO 3/4 GONDUT STP NEEDED THIS � REQUIRED THE 3/4ICONDUITSTUE3 NEEDED E DED AT THIS PEDESTAL. E L 0 PEDESTAL. DE L. N CJ INSTALLATION � O UNDER -GENERAL CONTRACTOR 5 L4 8 ELECTRONIC C S U V R E i ;4NG L E CONDUITS �3 L.4N O IS1'' DL R S D COMPLETE rTu�oVER. INSTALLATION OF PEDESTALS ` D LOI,U INSTALLATION I OF UNDER 5 A5 ELECTRONIC 5URYEf AN CE CONDUITS !S LAN DLORD S r= v w .� ..,4N VOLTAGE WIRING 15 5Y TENANT'S LOSS PREVENTION VEN ��T ER TU RN0� ER GENERAL LCONTRACTOR COMPLETE E 4T TURN OV ER.1N5TALL4T1 ON OF PEDE5TA L5 ANDL OW VOLTAGE4C WIRING � ! 5 I. TENANT'S 5 LOSS55PRE. PREVENTIONON Y 4�T ER TURN -OYER, a poll 18" to inside s de f acs of a, a� o 0 0 ti a storefront ml fr a n N 3 0 Q1 U _ a _ L ._.. Q) I - SIJ •_ DIMENSIONS ARE VERY CRITICAL C AL I .� v o� 0 - o _ N � ig11 to Inside face of ._ storefront rr� 0 CO N 1 Ir 11 CV , t o - o ; I - -0 0 I _ 0 o Q� Q� 0 -u 0 - Q� ._ ..—_ Q� II 3- CON UIT WITH I" u /4 ST U ,4N B D FULL -STRING FOR OI.0 RL _ Q1 VOLTAGE CE PEDESTAL INTER- ER-CONNECT ION ONNECTION TO PEDESTAL 4 3/PULL-STRINGCONDUIT ITS15TU3 AND FOR LOU (PRI4R PEDESTAL). CONDUIT4ND P LL_STRING Si ' PEDESTAL INTER- CONNECT TO 3 u NVOLTAGE LANDLORDS G.C.CCPR1TO LOW VOLTAGE` (SECONDARY PEDEST4 ). CONDUIT4ND FULL-STRING0 D7 WIRING 5Y TENANT'S LOSS PREVENTION VENDOR AFTER -1 5YL4ND RD SC.C.P PRIOR LOU TURN-OVER. DIMENSIONS AND LOCATION 4CCU 4C1AR _ E VOLTAGE 4CWIRING 5Y T NANT1 5 L055 PREVENTION CRITICAL. VENDOR. 0 _ N II 3/4 CONDUIT UJ1T�-I.1 ST U8 FOR C.C. INSTALLED R T LLED 3 UJIRE : 12@1/,4G DEDICATED LF, N,4 PHASE MATCHED POWERWITH DIMENSIONS SIO NSARE VERY CRITICAL GROUND. RUN CONDUIT LL -STRING FROM J- OX B LOCATED IN STOREFRONT WING G _WALL. ALL CONDUITS TO 5TU U UP ,4T PEDESTAL L LOC,4T10N5 WITH 1 ,41=F STUBa. D1N51ON5 AND LOCATION ACCURACY ARE CRITICAL. .. _ CONDUIT D AND 12IDV4C WIRING NCiLANDLORD'S G.C.CCP PRIOR R , TO TURN -OVER.. 1 EAS INSTALLATION TI 0f DETAIL TYPE E A BASE 2DETAILEAS INSTALLATION TA ��A TI 0 TYPE B BASE NTS N 7.5. EAS ENTRY CONFIGURATION ION PROTOTYPICAL LP PUBLIC VIEW MONITOR CCTV OUTLET IS TO BE LOCATED 22 INTO THE STORE APPROXIMATELY 10, TO THE SIDE OF THE CUSTOMER SERVICE COUNTER POWER IS TO BE LOCATED ABOVE THE CEILING GRID UNLESS E S LOCAL.CODES D0 NOT' ALLOW 1N WHICH CASE MOUNT FLUSH TOCEILIN - P-;. G DIRTY, NON -DEDICATED, ICATE D 24-HOUR CIRCUIT LP V.M.. 221-Otp- I I EAb. (ELECTRONIC ELEC RONIC I ARTICLE R LE SURVEILLANCE) PEDESTALS AND LOW VOLTAGET ACE EAS WIRfNCPROVIDED PEDESTAL YPE B ED AND --T I I 4 INSTALLED MY TENANT'S LOSS PREVENTION VENDOR AFTER TURN -OVER. I I I 1 ELE TRONi A C C RTICL E SURVEILLAN CE EAS 1N STALLATI N 0 GUPDELIN S� I . .PEDESTAL TYPE A .1) THE OPERATIONAL EFFECTIVENESS OF THE E EAS SYSTEM DEPENDS DS ON THE CORRECT 1 I 3/4uNDERg CONDUITS WITH PLACEMENT MENT OF THE PEDESTALS. EACH PAIR OF DOORS IS PROTECTED BY A PRIMARY AND A PULL -5T I NCS 4ND 1 5tUSS G.C. SECONDARY PEDESTAL TA L (OR SHARED SECONDARY Y WH N ENTRY AND EXIT ARE SIDE BY SIDE) E )INSTALLED I I I I � ss THAT.A RE SET NOT E MORE THAN 5 2 APART. ALL NEW STORE INSTALLATIONS MUST BE : I 1 I I REVIEWED AND APPROVED BY THE TENANT'S S LOSS PREVENTION ON VENDOR. SEE CONTACT I I I � I 1 INFORMATION BELOW. LO VERIFY FY :EXACT LOCATIONS OF PEDESTALS WITH ROSS STORES I r i I I I :. I I , I CONST RUCTION REPRESENTATIVE. ESENTATIVE. : I I I _ ! I I 2 THE SENSITIVITY SITIVI TY OF THE SYSTEM REQUIRES THAT ONLY PHASE E MATCHED POWER ER BE USED I DEDICATED EIC TED iP EAS 20 AMP IF THE SYSTEM STEM IS `T FUNCTION T UNCI N 0 CORRECTLY. D0 NOT PERMIT THE Y SYSTEM PEDESTALS TO BE -� 120V. 24 HR CIRCUIT WIRING G FROM C NN 0 ECTED TO ANY CIRCUIT CUI EXCEPT A DEDICATED .PHASED MATCHED LP CIRCUIT. D0 NOT J — I BOX TO PEDESTAL STUBS BY 'I PERMIT ANY DEVICES EXCEPT THE SYSTEM PEDESTALS TO BE CONNECTED TO THAT CIRCUIT. U �T.G.c. li:• PEDESTAL TYPE B I l �LI I I I I 3/41UNDERSLA CONDUITS WITH 11 PULL-sT INGS AN R I Sl - I. D B S I I I INSTALLED S A LLE1D BY G.C. PEDESTAL TYPE A I DEDICATED LP EAS, PHASE: I I I ,I I .:MATCHED 20 AMP 120V. 24 HR I, CIRCUIT WIRING FROM J -BOX TO II I S PEDESTAL TUBS BY G.C. i L ;I I II CONTACT LN C FORMATION. I� JOHN 0 N D U ENA S HAS BEEN DESIGNATED AS THE TENANT'S FIRST POINT Of :CONTACT FOR THE.. f' �I ' � I 1 INSTALLATION OF THE E.A.S. ELECTRONICRT A ICLE SURVEILLANCE SYSTEM:. HE CAN BE ' I R - REACHED BY CELL 'AT 510 760 14 — 62, OR HIS LOCAL OFFICE AT 51.0 614 .8420 C ) BY FAX , I _ +15 J BOX WITH 3 4 CONDUIT AT 1 5 0 2..65 1 312 AND BY EMAIL AT JOD UENAS�TYCOINT.COM. ( ) N THE EVENT HE IS NOT : STUBBED TO ACCESSIBLE BLE LOCATION ABLE TO B E REACHED ESCALATE THROUGH TIM KID D, ROSS LOSS PREVENTION MANAGER -A T _. ,I >, I / +48 SECURITY KEYPAD(ILPY-1 ABOVE CEILING WITH PULL -STRING AND LP' CIRCUIT WIRING NG 1N PLACE BY G.C. FOR 9 5 — 2 965 4563 AND TIM:KIDDC�ROS.COM. ( ) LEGEND EAS CONDUIT — - - — — 3/4" UNDER -SLAB CONDUIT WITH DEDICATED LP EAS, 20 AMP, 120V. 24 HR CIRCUIT WIRING FROM J -BOX TO _ PEDESTAL STUBS ALL PROVIDED AND INSTALLED BY LANDLORD'S G.C. PRIOR TO PROJECT TURN -OVER. 3/4" UNDERSI CONDUITS WITH PULL -STRINGS AND P STUBS INSTALLED MY LANDLORD'S G.C. PRIOR TO PROJECT TURN -OYER AND READY FOR INSTALLATION OF LOW VOLTAGE EAS WIRING MY TENANT'S LOSS PREVENTION VENDOR NOTE: THE ENTRY LAYOUT SHOWN WERE IS TYPICAL SUT MAY NOT EXACTLY MATCH THAT IN THE PROJECT AE -1 TENANT PLAN. ADJUST THE SENSORMATIC EQUIPMENT AND DEVICE CONFIGURATION SHOWN HERE TO THE ENTRY LAYOUT I THE: PROJECT AE -I TENANT PLAN.IF YOU HAVE QUESTIONS CONTACT THE ROSS STORE DE51GN REPRESENTATIVE FOR THE PROJECT. o a�Cn-i-�-r C (D e J O m Q - ._ I N Cu Cn U _ N N m ca CU u r 0 3 s- - ao 0 0 W 1- - Y w IL N toc� o W �a J Z va MC o v J 4 0 cu c Q � F. 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