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3609 Orlando Dr Ste 200 - BC01-000643 (ROSS) (FINAL LAYOUT) (A)I r .' -� Ob '� S & INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ****INTERIOR REMODEL TO A COMMERCIAL BUILDING**** DATE 01 PERMIT # 0 ADDRESS ' PROJECT CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering_4 Fire Public Works Zoning Utilities Licensing Conditions: (to be completed only if approval is conditional) % SCALE: 1 /8" = 1'-0" V \v Cuhad & Peterson Architects 1 220ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com O CUFMIGtrr All reports, plana, apeclfications, computer fllea. field date, notes end other documents ore instruments of service prepared by Cuhad & Peterson. Architects as Instruments of service remain the property of Cuhoci & Petersen, Architect". Cuhoci & Peterson shall retain all common law, atatuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhad & Peterson is a violation of Federal copyright Iowa. 1 W 2 1 3 L 4 LWL 5 6 7 L0 PROJECT NO. 200111 (Y) AS SHOWN 0 08-31-00 z MS/MM CHECKED W 0 a U 00 z 1 2 1 3 L 4 5 6 7 L0 PROJECT NO. 200111 (Y) AS SHOWN DAFE 08-31-00 DRAWN MS/MM CHECKED MP N (') C) cj� L1 0 z CL z (LJ � w M00) F- x Q � U r LL 1 2 1 3 L 4 5 6 7 PROJECT NO. 200111 SCALE AS SHOWN DAFE 08-31-00 DRAWN MS/MM CHECKED MP M1114xal d F-1 J x m rn HU010101,01 1A 0 i 0 � L -0011. -19 �TRUCNRAL DESIGN CRITERIA P—I COPES: — STANPARD BOEING COPE 1497 EPLfION P-2 DESIGN LIVE LOAFS: ROOF 20 PSP. CORRigORS 60 PSF. STAIRS 100 PSF. PUBLIC SPACE 100 PSF. MECHANICAL SPACE 125 PSF. P-3 DESIGN WIPD SPEED 100 MPH. USE FACTOR 1.0 P-4 SEISMIC: Z" 0 P-5 ALLOWABLE SOIL BEARING PRESSURE 2000 PSF. P-6 Ag vork shall be in strict accordance vith the latest edition of Standard Badding Code, and all applicable Local Codes. P--7 Only be � approved by the ARCHITECT/ENGWEIrR Ill peau P-8 General Contractor stall coordinate strticu rol drayirigs +nth all other disciplines. Where there ore conflicts in Information presented in the dravvgs or if the dravvT are unclear or insufficient in any roomier that may mhhlbit the contractor's mlerstondiag of the project, such conflicts shall be brought to the Architect/Engineers attention prior to bidding and the necessary ad"tmerits shall be made per their instructom. p-4 TNESE RENOVATIONS APD REPAIRS HAVE BEEN PESIG" TO MET OR EXCEED THE IOOmph. WW LOAF REQUIREMENTS OF SECTION 1600 OF THE STAWARP BULPWG COPE 1997 EDITION. THESE PRAWWGS ARE NOT MW TO MY THAT TFIE REST OF THE EXOTWC STRUCTURE TO REMAIN THAT HAS NOT MN ALTERED OR REPAIRED MEETS CURRENT COPES. GENERAL NOTES G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WiTH WORK. G-2 THE MASONRY WALLS ARE NUT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SiMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL iS SHOWN. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC IMFORMATION IS MISSING OR IS IN CONFLICT, THE CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR THE MORE COSTLY ITEM OF CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE. G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FUR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBM_iTTING SHOP DRAWINGS TO ARCHITECT FOR REVIEW, NON- COMPLIANCE WiTH THiS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. G--10 GENERAL- CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WiTH ALL OTHER Di_SCiPLINES. WHERE THERE ARE CONFLICTS IN INFORMATION PRESENTED IN THE DRAW_iNGS OR iF THE DRAWINGS ARE UNCLEAR OR INSUFFICIENT IN ANY MANNER THAT MAY INHIBITE THE CONTRACTORS UNDERSTANDING OF THE PROJECT, SUCH CONFLICTS SHALL_ BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION PRIHR TO BIDDING AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR INSTRUCTIONS, G-11 GENERAL CONTRACTOR SHALL REVIEW & APPROVE ALL SHOP DRAWINGS PRiOR TO SUBMITTAL TO ARCHITECT/ENGiNEER, UTHERWi_SE THEY WiLL BE REJECTED. G-12 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL DRAWINGS FOR SHOP DRAWINGS SHALL NOT BE PERMITTED. G-13 ONLY WRITTEN CHANGES SUBMITTED FOR REVIEW TO THE ARCHITECT/ENGINEER SHALL BE PERMITTED. G-1.4 CONTRACTOR SHALL_ VERIFY ALL FiELD CONDITIONS & DIMENSIONS RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CHNBiTiONS AND DATA PRESENTED IN THE DRAWINGS SUCH CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION AND THE NECESSARY ADJUSTMENTS MADE PER THEIR COORDINATION, G-13 IF THERE ARE ANY DISCEPANCES BETWEEN THE STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS, STRUCTURAL DETAi_LS, STRUCTURAL_ NOTES, THE PROJECT SPEC_iFICATiONS, OR APPLICABLE CODES THE STRICTEST SHALL GOVERN. SHALLOW FOUNDATIONS SF -1 SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. SF -2 CENTER ALL FOOTINGS UNDER THEiR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY - 2'. TOLERANCE FOR MiSLOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACi OR RISC STANDARDS. SF -3 HORIZONTAL JOINTS IN FOOTINGS WiLL NOT BE PERMITTED. SF -4 WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A MiNiMUM CHNTINUUUS 2' x 4' KEYWAY ACROSS JOi_NT FOR EACH 12' OF DEPTH. SF -5 CONTRACTOR TO NOTIFY ARCHITECT iF SOIL CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOiL BEARING PRESSURE FROM BEiNG OBTAINED. SF -6 CHHRDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR iNTERFERANCE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOfINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. SF -7 EXCAVATING UNDER OR NEAR IN-PLACE FOOTi_NGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOi_L BENEATH THE FOOTINGS/ FOUNDATIONS WiLL NUT BE PERMITTED. SF -8 REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS, SF -9 THE CONTRACTOR SHALL PREPARE THE SUBGRADE FHR THE NEW EXPANSION AREA iN STRICT ACCORDANCE WiTH THE INSTRUCTIONS DETAILED IN THE SOILS REPORT FHR THE PROJECT SITE. THE OWNER SHALL PROVIDE THE CONTRACTOR A COPY OF THE GEOTECHNICAL REPORT FUR THE SITE PRIOR TO CONSTRUCTION. NO CONSTRUCTION MAY BEGIN UNTIL A SOILS REPORT FOR THE SITE iS OBTAINED FROM THE OWNER OR A NEW GEOTECHNICAL REPORT IS PERFORMED FOR THE SITE. A COPY OF THE ORIGINAL GEOTECHNICAL REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. STEEL JOISTS SJ -1 ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS AND BRIDGING SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. SJ -P DO NOT INSTALL JOISTS UNTIL SUPPHRTING CONCRETE ELEMENTS HAVE CURED AT LEAST 48 HOURS, SJ -3 JOISTS REQUIRING SPECIAL DESIGN ARE DESIGNATED ON PLANS (ie., '160SP'). JOIST SUPPLIER TH SUBMIT CALCULATIONS FHR THESE JOISTS BEARING THE EMBOSSED SEAL_ OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. SJ -4 THE BOTTOM CHORD OF ALL JOISTS SHALL BE CONSTRUCTED OF DOUBLE ANGLES. SJ -5 REFER TO SPECIFIC DETAILS FOR LENGTH OF BEARING ENDS AND BOTTOM CHORD EXTENSIONS. SJ -6 PROVIDE CONTINUOUS HORIZONTAL TOP AND BOTTOM CHORD BRIDGING AND 'X' BRIDGING PER SJI STANDARDS AND AS SHOWN ON PLANS. SJ -7 ANCHOR THE ENDS OF ALL BRIDGING WHICH TERMINATES AT WALLS OR BEAMS PER STRUCTURAL DETAILS. SJ -8 FABRICATOR TO DESIGN JOISTS AND SUPPLY ADDITIONAL BRIDGING AS REQUIRED TO RESIST A NET UPLIFT FORCE OF 25 PSF, PROVIDE DESIGN CALCULATIONS, SIGNED AND BEARING THE EMBOSSED SEAL OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA, VERIFYING DESIGN FOR UPLIFT STRESSES, REINFORCED CONCRETE RC --1 ALL CONCRETE DESTEN AND PLACEMENT SHALL BE IN STRi_CT ACCORDANCE WIT11 THE ACI 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL- CONCRETE,' ACI 318-95. RC -2 STRUCTURAL- CONCRETE SHALL CONFORM TO ACI 301 SPECi_FICATIIONS AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, RC --3 USE REGULAR WEIR-iT CONCRETE, RC -4 STUCTURAL CONCRE-WE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS !& AGGREGATE REQUIREMENTS, LOCATION SLUMP11' MAX.AGGREGATE FOOTINGS 4' ASTM #57 COLUMNS 5' ASTM 457 SLABS 5' ASTM #57 FII -LED CELLS B' ASTM #8 PEAROCK Ti_E BMS & TIE COIL'S 5' ASTM #8 PEAROCK RC -5 FLL-YASH WHEN USED,,, :SHALL BE LIMITED TO 20% OF THE CEMENTITIJUS MATERIAL. RC -6 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HiGH RANGE WATER REDUCING AGENT. MINIMUM Si_ZE OF DISCHARGE TO BE 4' 1. D. RC --7 A 2' i_. D, DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIIXTURE IF NECESSARY TO iNCREASE SLUMPS BEYOND THAT NOTED ABOVE RC -8 CHAMFER ALL EDGE:S'OF EXPOSED CONCRETE 3/4' UNLESS NOTED OTHERWISE, RC -9 ALL REINFORCING :STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN AC611RDANCE WITH ACI 318-95 AND ACI DETAILING MANUAL, ACI -315 1988 EDITION. RC -10 REINFORCING STEF1 'SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALEANiD OIL AND CONFORM TO ASTM A-615, GRADE 60, WITH MINi_MUM YIELD STRENGTH z--60'000 PSI. RC -11 ALL SI -ABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC AS SMWN IN THE DRAWINGS. RC -12 WELDED WIRE FABR#C SHALT- CONFORM TO ASTM -A185. RC -13 LAP CONTINUOUS REINF, AS NOTED i_N LAP SL_Pi_CE SCHEDULE, LAP CUNT, BOTTOM STEEL OVER SUPPORT AND CONT, TOP STEEL AT M_iDSPAN UNLESS OLTFIERWISE SPECIFIED, RC -14 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERU CALLY) UNLESS NOTED OTHERWISE, RC -15 PROVIDE THE FOLLEIVING CONCRETE COVERAGES OVER REINFORCING, FOOTINGS, BUTTOM AND UNi_FORMED EDGES 3' CLR, BEAMS & COLUMNSr TIES 1-1/2' CLR. SLABS, ( TOP AND BOTTOM STEEL) INTERIOR 3/4' CII -R, 1EXTERIOR 1--1/2' CLL -R, CONC, WALLS: AS WITED BUT NO LESS THAN 1-1/2' CLR, RC --16 SHOP DRAWINGS FUR PLACEMENT SHALL BE SUBMITTED FOR REVIEW PRIOR TO REBAR FABRICATJON. RC -1.7 SLEEVE ALL PENETRATIONS THROUGFH BEAMS AND SLABS INDIVIDUALLY, CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROI#GH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. RC -18 NO REINFORCING MRS SHALL BE CUT TO ACCOMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS, RC -19 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITR REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING. RC -20 AT CHANGES i_N DFPJ_LCTION OF CONCRETE WALLS, BEAMS & STRIP FOOTINGS, PROVIDE °CORNER BARS OF SAME SIZE AND QUANTITY (U, N. O, ) AS HORIZONTAL- STEEL. REFER TO TYPICAL. DETAIL-. RC -21 ALL EMBEDDED ITEMS 'SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEME ff. RC --22 WEDGE BOLTS SHALE BE ITW RAMSET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCHRDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3/4' DIAMETER WEDGE BOLTS SHALL BE OF LENGTH REQUIRED TO PRUV''IDE 3-1/4' Mi_N, EMBEDMENT, P.0 KIPS TENSION AND 4. 1 KIPS SHEAR WiLJRKiNG LOADS IN 3000PSI CONCRETE U. N. U. DO NOT CUT EXISTING REffiFORCING TO INSTALL. RC -23 DOWEL- BAR SPLICE`S SHALL BE A COMPLETE ASSEMBLY, INCLUDING COUPLER, FROM ATIFACHMENT (WHEN REQUIRED) AND THREADED BAR CAPABLE OF DEVELDPING THE BAR BEING SPI -ICED i_N ACCORDANCE WITH AC 1 318 SECTION 42. 14.3. RC -24 HEADED STUD ANCHIIIRS SHALL BE ASTM A108, GRADE S, 1010 THROUGH 1020 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHAPE CONFORM TO AWS DI.1 'STRUCTURAL WELDING CODE, ' RC -25 ADHESIVE ANCHORS `SHALL BE ITW RAMSET/REDHEAD EPCON CERAMIC 6 EPDXY ANCHORING `SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH :INANUFACTURER'S RECOMMENDATIONS, A SCREEN TUBE MUST BE UTILIZED 'FOR INSTALLATION IN HOLLOW BLOCK AND BRICK MASONRY. DO NUT ,TUT EXISTING REINFORCING TO INSTALL. STUCTURAL STEEL S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL- SHALL CONFORM TO THE AISC 'MANUAL 'LIF STEEL CONSTRUCTION. ' NINTH EDITION AND THE AISC 'SPECIFICA-LION FOR STRUCTURAL STEEL BUILDINGS,' 1989 EDITION, S-2 ALL STRUCTURAL SPE) 'MISCEL_LANEOUS STEEL TO CONFORM TO ASTM A-36 WiTH MINIMUM Y1ElTsD STENGTH HF 36 KSI. S-3 ALL Hi_GH-STRENG1114 $OLTS SHALL MEET THE REQUIREMENTS OF THE 'SPECIFICATION iFEIR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. ' S-4 UNLESS NOTED OTHERWiSE, ALL BOLTS SHALL BE 3/4' DIAMETER A-325 AND SHALL BE BEARING TYPE CONNECTIONS, S-5 USE MIN, 3/4' A325F BOLTS WITH CLASS A CONTACT SURFACE FOR SLIP CRITICAL CONNECTIIJ`NS AS DESIGNATED ON PLANS BY A325 S. C. S-6 ALL BOLTS CAST IDN,CONCRETE SHALL CONFORM TO ASTM A-36 OR A-307. S-7 ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS i_N ACCORk ANCE WITH AWS DLI 'STRUCTURAL_ WELDING CODE,' LATEST EDITION. S-8 USE E70XX ELECTRDDES FOR ALL WELDING UNLESS NOTED OTHERWISE GRIND SMOOTH ALL `EXPOSED WELDS. S--9 PIPE COLUMNS SHAiLL CONFORM TO ASTM A-501 OR A53, TYPES E OR S, GRADE B, WITH A W.INIMUM YIELD STRENGTH OF 36 KSI. S-10 TUBE COLUMNS SHALL CONFORM TO ASTM A-500, GRADE B, WITH A MINIMUM YIELD S11;ESS 'OF 46 KSI. S-11 SUBMIT STRUCTURAIL"STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, CLEARLY SHOW ALL PIECE MARKS, CONNECTIONS AND ERECTION DRAWINGS, ANY SPLICES NHT SHOWN ON CONTRACT DRAWINGS ARE TO BE CLEARLI'•NOTED FOR APPROVAL. S-12 DO NOT WELD TO EMIBEDS UNTIL CONCRETE HAS CURED AT LEAST 72 HOURS. USE APPRIOPRi_ATE WELDING PROCESSES TO LIMIT HEAT BUILLDUP IN EMBED TO AVOID PLATE EXPANSi.ON AND CRACKING OF CONCRETE. (2) C CHANNELSxCONT. SEE PLAN a NEW OPG. IN RECEIVING ROOM W) PROVIDE (1)3/4"0 THROUGH RODS ® 16"o.c. STAGGER TOP & SNUG NUTS & CHECK THREADS FILL 24"min. [(3)COURSES BETWE CHANNEL'S W/ 3000psi GROUT IF CONC. OR SOLID FILLED EXISTING 1. ROUGH MAS. OPENING u 12'-0" AFF. min. V.I.F COORD. W/ ARCHITECT'S DRAWINGS & ROSS STORE CRITERIA. EXIST. CML TO REMAIN 20GA.x13"xCONT. CONN. TO BOT./ C 15's W1 0.1450 PAF. ® 12'o.c. SECTION N.T.S. (6) 3/4"0 THRU BOLTS THRU FILLED, EXIST. CMU. ----------- DOT./SANDWICH DM. COORD, W/ ARCHITECT'S DWGS. 12' AFF. MIN. (3) #5 VT. IN EXIST. CMU FILLED W/ 3000psi GROUT FROM T/EXIST. FTG. TO 12'-4" AFF. (ADD FILLED CELLS IF EXIST r END CE LS AREN'T FILLED. 4 C- arca Q . InInL' - nnnr- 11 -Al of 1 -nun - SECTION N.T.S. SECTION N.T.S. EXISTING ROOF ABOVE TO REMAIN AS IS EXISTING CANTiI_F_V_ERRF_D CONCRETE BEAM TO REMAIN AS IS. FILL IN WITH NEW CMU UP TO BOTTOM OF EXISTING STRUCTURAL ROOF r, ,rinnr,T "STRUCTURALLY" 01 ROOF STRUCTURE "ARCHITECTURALLY" -tNSTALi_EI�. ---- SUING DOCK TO EXISTING REMAIN ABOVE, NEW CEILING MAY ENOVATION. PARTIAL FOUNDATION PLAN /LOADING DOCK RENOVATION N.T.S. THESE STRUCTURAL DRAWINGS REPRESENT A RE -NOVATION OF AN EXISTING BUILDING. UNANTICIPATED FIELD CONDITIONS MAY BE UNCOVERRED DURING CONSTRUCTION. CONTRACTORS BIDDING ON THIS PROJECT SHALL PROVIDE BIDS W/ MAJOR STRUCTURAL ITEMS BROKEN DOWN & PROVIDED WITH UNIT BID PRICES SHOWING BID PRICE FOR MATERIALS & LABOR FOR THE MAJOR STRUCTURAL ELEMENTS, i.e. STRUCTURAL FOOTINGS (INCLUDING CONC. & RF -BAR), STRUCTURAL STEEL (INCLUDING ERECTION), MASONRY, PERFORMANCE ENGINEERED METAL STUD CANOPY TRUSSES & FACADE & ALL OTHER MAJOR STRUCTURAL ITEMS. Cuhaci & Petersen Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.corn 0 GOPrRIGI rr All reports, plana, apadficutlona, computer files, field data, notes and other documente are Instruments of servke prepared by Cuhoci & Peteraon, Architectu as Inetrumenin of service remain the of Cubed & Peterson. Architects. Co a , & Peterson shall retain all common law. statuatay and other reserved rights. including the copyright thereto. Any ws or reproduction of this document wiftLrt written permission from Cufwcl da Peterson is a vtokrtrn of Federal copyright lawn. REVISION A110/9/00 REMOVE COLUMNS PROJECT NO. W CD LO AS NOTED D 9/1/7000 i` z W CHECKED SEM N 00 0) 0� 0 z �a �0W LU 0 z0(y)� W LL W 0)w t— U � J 0 0� 00 z REVISION A110/9/00 REMOVE COLUMNS PROJECT NO. 200111 CD LO AS NOTED DATE 9/1/7000 i` BFC CHECKED SEM N 00 C) 0� 00 �a �0W LU 0 LL W 0)w t— U � u Q C i" LU n REVISION A110/9/00 REMOVE COLUMNS PROJECT NO. 200111 SCALE AS NOTED DATE 9/1/7000 DRAWN BFC CHECKED SEM SHEET" v 0 0 C0 IQ 4 1 v r 0 Q rn cx, ai CD v f-_---f- 00 I I I 1) - 1 "0 7CD- 455 CFM C, 2 3 �4 5 6 7 8 9ry r' f I 14X8 i I GV -1 CD -i2 EGC-2 2X12 E 14X18 UP TO I (3) 12.0 CD -3 2 0 CFM 1 8X12 10X' '1-16)16 COOK MODEL r -I I I ACE -B EXHAUST FAN 14X12 1 14X12 14X8 I L_J O 0-0 D 4 I 8 -- UPF 3 0 CFM E ' 2 FM 2 6 10 10X10 RGC ' 60 CFM _ 11 285 CFM 12X10 I - „ I I 6X T_pV11 IN 1 CD�I I i 00.1- 20X1.4 I 10X10:�/ ' X1 RG 2 6X1 26X14 _ _ CD -4 ' " 1 - - - CFM - _ - - _ 1745 CFM , 1, �� w� ' 6X6 T 6 GC 1 12"0 CD -2 16X14 350 CFM T 11 I n 8 GC- 8X6 I p 1 6 6 RG 10X10 R _ --- --- -- i S 10 4 350 CF x _� - - - 2 I 3 I z w O O d Lo 6 I J �Q O �0 2001 1 1 LUQ z DATE W C) 0M� DRAWN - -- -- z U oz LU IDA N M RTU Q - 00 JLE � z 14X12 D �p U)0� I z VJ�LL I w Ooz ' a L.�.. 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Mechanical Engineers E6-0006437 1720 W. Cleveland Street - Suite E Tampa, FL 33606 813 251-6848 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ®aoarwain L.= nalw ani Dour aia.n«a a. iMiununb of wrAw perpawl by 1, E. Dann Jr.-Wilsat m at aKvloe nnab a. d Janes t D. Jr. MoNbof. Janes t oowu Jr. d" famm a0 anniean M% Will, . y aW 00m immoval we or epral x d %W= 044:4 wRbn per han JanM L Dpvine Jr. b a vtelsUa► d F nidwul ooprlOht loa W 1 I 2 I 3 I z w O O d Lo 6 I J �Q O �0 2001 1 1 LUQ z DATE W C) 0M� DRAWN ti z U oz LU 0 ►vim REVISION 1 I 2 I 3 I Lf) 5 I 6 I 7 I PROJECT NO. 2001 1 1 ti AS SHOWN DATE 08-31-00 DRAWN ti N M Q 00 JLE � z �p U)0� z VJ�LL w0 w Ooz 0 a L.�.. M U) wx LL REVISION 1 I 2 I 3 I 4 I 5 I 6 I 7 I PROJECT NO. 2001 1 1 SCALE AS SHOWN DATE 08-31-00 DRAWN S M H ICHECKED GS SHEET M-1 I I : > : '. 1. ,._ '.., :.•01 f f , ,.. ;.. ', , •. a .. ,'... ,: _.. ,'.... ,1 � r. ,, ,,..�>.,+•. r. , TYPE MATER FINISH AIR DEVICE SCHMUL , MARK TYPE MATER FINISH AGGESSORIES ' MANUFACTURERIAL AND MODEL ,REMARKS CD CEILING DIFFUSER ALUMINUM BAK. WHT. ENAMEL 3,300 TITUS .PCS ' CD -2 T FA- ALUMINUM - BAK.', WHT. AM OUTSIDE AIR ACsTHRM EUSE 330 GD =3 ROUND `CEILING ALUMINUM BAK., WHT. 30 TITUS EXT. STATIC PRESSURE IN. H2O DIFFUSER 0.50 ENAMEL , 0,50 TMRA 0.50 CD -4 CEILING DIFFUSER ALUMINUM BAK. WHT. ENAMEL OBD TITUS. TQC -AA t' EGC EXHAUST ALUMINUM BAK. WH T. H.P. TITUS 2.0 2.0 GRILLE 2.0 ENAMEL PAR—AA VOLTS/PH.' EGC-2 EXHAUST GRILLE • ALUMINUM ' BAK. WHT. ENAMEL . 460/3 TITUS 3QRL GYP. BOARD CEILING RGC RETURN 'GRILLE.. ----ENAMEL ALUMINUM BAK. WHT. OBD TITUS PAR --AA , 2"-30% RGC--2 RETURN GRILLE ALUMINUM BAK. WHT. ENAMEL OBD TITUS 3,ORL GYP. BOARD CEILING TGC TRANSFER GRILLE ALUMINUM BAK. WHT. °ENAMEL OBD TITUS PAR -AA 71,700 TGC2 TRANSFER GRILLE ALUMINUM BAK. WHT. ENAMEL OBD TITUS 3QRL GYP. BOARD CEILING ��•,;�. FLEXIBLE DUCT I SUPPLY OR OUTSIDE AIR DUCT. SECTION I , „ WALL MOUNTED THERMOSTAT I , SMOKE DETECTOR -CONICAL FITTING WITH 'LOCKING' TYPErVOLUME DAMPER. OR SIDE WALL TAKEOFF EQUAL TO FLEXMASTER STO. *-FLEX DUCT 'OR ROUND SHEET IMETAL DUCT.FLEX DUCT MAX. 8'-0" LONG,; USE CLAMP TO ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM'STRUCTURE PACKAGE A/C UNIT SCHEDULES � MARK --�-f .RTU -1 RTU -2 RTU -3 RTU --4 RTU -5 RTU INSTALL "NOVAR 2051" CONTROL `MODULES. _ SUPPLY AIR CFM 3,300 3,750 3,750 4,450 3,600 1,775 FPM OUTSIDE AIR CFM 330 '405 300 420 780• 30 - EXT. STATIC PRESSURE IN. H2O 0.50 0.50 0.50 0,50 0.50 0.50 , PROVIDE FACTORY STANDARD ROOF CURB, SINGLE POINT ELECTRICAL CONNECTION AND OUTSIDE AIR FAN SPEED RPM 11020 725 725 803 712 685 MOTOR H.P. 2.0 2.0 2.0 ,33 .0 2.0 1.5 POWER VOLTS/PH.' 460/3 460/3 460/3 460/3 460/3 460/3 COOK FILTER TYPE - - 2"-3Q% 2"-30% 2"-30% 2"-3Q%. 2"-30% 2"' 30 ® TOTAL COOLING CAPACITY BTUH 90,900 105,300 97,200 120,200 128,196 36,90Q SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. ' ;CONTRACTOR TO SENSIBLE COOLING CAPACITY BTUH 71,700 81,800 79,700 95,800 90,720 35,200 ENT. AIR TEMP. 'F/'F 77/64.5 77.2/64.7 76.6/64.2 76.9/64.4 79:3/66.5 75.3/63.1 HEATING CAPACITY KW/STEPS, 20.712 13.8/1 20.7/2 27.5/2 20.7/2 9.2/1' 3/4 " EER BTU/WATT 9,0 9.0 ' 9.0 11..0 ;. 9:.0 9.6 AMBIENT TEMP. 'F 95 95 95 ., 95 95 95 UNIT WEIGHT LBS. 1,150 1,210 1,210 1,260 1,250 720 DETAIL MANUFACTURER TYPI AL'.R OF TOP UNITS U NCE F PERATION Cr Q ESQ E, . 4_ Q.� LENNOX LENNOX LENNOX LENNOX LENNOX, LENIN MODEL NO. - LCA160S LCA120S LCA102S LCA120H :LCA1 a0S LOA04815 NO SCALE NOTES TTO (D T®O TT® 1, TOO • , .. , MARK ,PROVIDE PLUG FOR MAINTENANCE • OF DIRECTION OR EVERY 30 244 1O INSTALL "NOVAR 2051" CONTROL `MODULES. _ SQ. FT. 1.0 'MECHANICAL- GENERAL NOTES: THROAT WIDTHxLENGTH 12X12 EXT. STATIC PRESS. VELOCITY FPM DRAIN' IN L E S P E LO WI TH FLOW L0 2 Q PROVIDE NON-FUSED SERVICE DISCONNECT AND 115 --VOLT GFCI TYPE SERVICE OUTLET. E U 0.069 :, ,: - - BELT MANUFACTURER - ._. -- . 1 8" FT TO DRAIN / / OR OUTSIDE 3 O , PROVIDE FACTORY STANDARD ROOF CURB, SINGLE POINT ELECTRICAL CONNECTION AND OUTSIDE AIR ; ' - ' , .DAMPER `AND HOOD. • IN GENERAL PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD T, , NO BE FAN SPEED RPM ;650 POWER V/ A CONTROL — ENERGY MANG. SYSTEM SCALED. LOCATION - ROOF MANUFACTURER 64 A COOK MODEL - S. -INTENT OF THESE NOTES 'AND MECHANICAL NOTES ON DRAWINGS IS `TO CLARIFY THE NOTES ® 1 2 SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. ' ;CONTRACTOR TO I CONDENSATE A FAN PRESSURE + 1 INCH VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DU TWORK AND E E E C MAX. TONS PIPS SIZE PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD 2 3/4 " CONDITIONS, AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION 5 1.. SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 30 50 1 1/4" / 1 1 2 / CONDENSATE, TRA P DETAIL TYPI AL'.R OF TOP UNITS U NCE F PERATION Cr Q ESQ E, . 4_ Q.� ;r • , • CONTRACTOR SHALL NOTIFY THE tOWNER 'ARCHITECT OR HIS: AUTHORIZED ' , ! . APPLICATIONS) ' � I THE ROOF TOP UNIT.SHALL BE STARTED AND STOPPED FROM':A ROOM , TEMPERATURE ;SENSOR REPRESENTATIVE OF ANY DAMAGE TO THE EXISTING INSTALLATION BEFORE NO SCALE (FOR D A T (Q R W HRU ON A CALL FOR COOLING, THE TEMPERATURE ; SENSOR SHALL ENERGIZE THE COMPRESSORS) PROCEEDING WITH THE WORK. TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE TEMPERATURE SENSOR SHALL i COORDINATE' AIR DEVICE LOCATIONS' WITH LIGHTING FIXTURES AND FIRE SPRINKLER ENERGIZE THE ELECTRIC HEAT IN STAGE(S) TO MAINTAIN SET POINT. SUPPLY FAN SHALL RUN ` HEADS. 1 CONTINUOUSLY DURING 'OCCUPIED HOURS. • TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT 'RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. ♦ DUCT `DIMENSIONS SHOWN ON ° DRAWINGS' ARE CLEAR INSIDE DIMENSIONS. GRAVITY VENTILATOR MARK SYSTEM SHALL NOT BE SUPPORTED BY THE ' CEILING OR CEILING SUSPENSION SYSTEM. • AIR , QUANTITY CFM 244 • INTAKE SQ. FT. 1.0 CFM THROAT WIDTHxLENGTH 12X12 EXT. STATIC PRESS. VELOCITY FPM 600 • PRESSURE DROP IN.I H2O 0.069 :, MATERIALS - GALV..:ALUM. BELT MANUFACTURER - GREENHECK -- MODEL MOTOR NOTES O • DUCTWORK, DIFFUSERS, 'REGISTERS, GRILLES; AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE ' CEILING OR CEILING SUSPENSION SYSTEM. • ALL ''SUPPLY AND' RETURN, DUCTWORK SHALL BE :EXTERNALLY INSULATED SHEET METAL,, SERVICE CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. • ALL WALL MOUNTED THERMOSTATS AND/OR ' TEMPERATURE_ SENSORS SHALL BE Q INSTALLED AT AN ELEVATIQN OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS CFM OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT Cy) Q. SHALL BE"COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL EXT. STATIC PRESS. LOCATION OF THERMOSTAT SHALL :BE SUBJECT TO THE APPROVAL OF THE ENGINEER 0.375 OR HIS REPRESENTATIVE IN THE FIELD. • ALL SUPPLY `'AIR DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. • THE ;GENERAL CONTRACTOR IS .RESPONSIBLE FOR ALL TRADES INSTALLATION :, � SCHEDULES. FIXED,'WORK `SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED - BELT PRIOR TO ANY TRADE WORK THAT CAN` BE EASILY RELOCATED OR OFFSET ISUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. .CEILING DIFFUSER R U N OT U DETAIL • UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS ;POSSIBLE, TIGHT T0' BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER NO SCALE _PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. I 1 • CONTRACTOR SHALL � PROVIDE ALL , SUPPLEMENTARY' STEEL REQUIRED TO SUSPEND MOUNT CAP LEVEL CAULKING BEAD OR ;GASKET FULL PERIMETER OF CUR I B BIRD SCREEN BY HVAC. TREATED WOOD NAILER ANCHOR'W/CADMIUM PLATED SCREWS 12" INSULATED,PREFAB 12 O.C. CURB BY HVAC INSTALLED FLASHING BY GENERAL CONTRACTOR I BY ROOFER-- ROOF SUPPORT ANGLES AS REQUIRED BY GENERAL CONTRACTOR I E i III 1 1/2" EXTERNAL 'INSULATION �2" SUMP I' CAULK K TT I UL BOTTOM WATERTIGHT FAN SCHEDULE TAG !EF -1 SERVICE - TOILET/LOUNGE Q AIR. QUANTITY CFM 1,525 Cy) Q. EXT. STATIC PRESS. IN. H2O 0.375 z r ' FAN TYPE 'co CENTRIFUGAL :, � DRIVE - BELT SONES -- 5.0 MOTOR H.P./WATTS 0.17 FAN SPEED RPM ;650 POWER V/ 120/1 CONTROL — ENERGY MANG. SYSTEM LOCATION - ROOF MANUFACTURER - COOK MODEL - ACE• -B NOTES ® 1 2 MECHANICAL EQUIPMENT AND 'MATERIALS. • FLEXIBLE 'AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME -LENGTH SHALL BE 8 - 0 .SIZE AS DIFFUSER NECK. FLEXIBLE DUCT I ! • PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AIR HANDLING UNIT.. "I INSULATE ALL CONDENSATE LINES WITH 1/2" THICK CLOSED CELL FOAM INSULATION. • ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "STANDARD EQ NDA D MECHANICAL CODE • IT IS THE RESPONSIBILITY -OF THE 'MECHANICAL INSTALLER TO PATCH' AND REPAIR ANY DUCT OPENINGS WHICH RESULT FROM THE .RELOCATION OR ELIMINATION OF ANY EXISTING AIR -DEVICES. THE PATCH, IS TO BE OF A SIMILAR • MATERIAL TO THE REPAIRED DUCT AND TO BE SEALED IN ACCORDANCE WITH' SMACNA STANDARDS. • LOCATIONS 'OF DUCT MOUNTED M K DETECTORS W QS O ES OWN THEDRAWINGS AR H E REFERENCE LOCATIONS ONLY. THE FINAL PLACEMENT OF THE DETECTOR IN THE DUCTWORK SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE A PRESSURE ;DIFFERENTIAL TEST AND THE MANUFACTURER'S TEST KIT. A COPY OF ALL TEST DATA WILL BE MADE AVAILABLE AT THE FINAL INSPECTION. PROVIDE READILY ACCESSIBLE DUCT ACCESS DOOR FOR INSPECTING AND SERVICING THE DETECTOR. 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I I � , I I � - . I I -11 I I . . I 11 � I I � I . � I . � I I , �, " - - ��, , I il. I � � I � I I � I .1 I . I . I 1� I 1 I . I I I I I I I . I I I ,� , : I I . I 1, . I . . . I "I 4 -,-,\ 11 . FLOOR DRAIN * - i I . I . I . I � I ;c . . I 11, , � I . I . � I . I I M INQ GEN R :1 , CW. , , E "AL,AQ!T�'S'; I " I , �� I I 11 I .1 . " I ; I , � I I . I I . I I . _1 3 1 , -DROP � DOWN. IN WALL . I � . � I I I I . � , I., , � I . 1, � , I. I I � � I . I I I � I � � , . � . 6' �� . � I � I I 1 AV 1 � I I , . � I I . 11 I I ,,,FINISHED FLOOR . ; I � . I I " I i I I I CE E : 0 8 0 - � � , � � ,. , , . I . - . . I . 11. - . . I . I . I 1. i 1. : //-'FR,Q,M,,' 'I� OG'SPAC'� �T', A ' I I I � I � 7 _\ I . .1 ,� ". � . � . ,�': I—' �' . � , � I I 1, I � I I L , : I 11 I . . . I I � . . I I I . ., I I : I I 1 4 . I . . , , � I I . � . . ,� . � .,- I � I - ; 1i; m iii ff II- w I I I I I g*= I I I . I I I - . . !, , - � , � , - , � . I I I , . . ' � - I I . I I � , - I I I 'ABOVE � fl - . I I , 1 4 . I I , . I I I , , I � i ; 11 - I I . ,� , � , . I 'It, . - . . � . . - ., , . 7-ji , ,. I I I . � . I . , , � I , i Inupi .y , C2T A T17 - A Kin� I , hrl A I r, � � % � I � 1. I I I , I . pp-, 1 ; I , SHEb'-GRAUE, " , ,; ' , � � � , '', kxq��PRFP=1119= ,- - : . I I I � , I a � i vjnpv.� qw Ari, '( VJITW � ADDI 10API C' KIATinkim . c I I I % I � . I I i 0 1 VWL� - , 4 , , I . , � I I � . I I I . . f I , . -W61 1�6 _'OD, .1 -1 ,� . I 11 I I ""IS* -SHALL INCLUDE, BUT'NOT BE LIMITED TO THE, STANDARD': PLO N :' � , A C E"'� , 4 1 1 1 ,,, � 1� I 11 . I � I � ,.:, �, �, I I I . I . � . , � , . � I ,� � . , .1 , , . I , 1. i � .1 . I, � , I. . � k I - ,�,':,,: lr% �, ,� � , � I . I I 9',,RE1.AEW: PLANS OF -ALL, TRADES � PRIOR To. BIDDING AND INSTALLATION " '�; .IN "' -1 I 1�1 � I I _1 TO .ICLUPE�. �. � I I . . . � �, . I � �ALL �PLUMBING -FOR 'COMPLETE SYSTEMS tHom ON THE PLANS AND. A$ -REQUIRED. . I I . I I � I , I . I . I . �11 . , � � t . 1. 4" , I I I I 11 I I I . I . � I I _� , ., I I I �, . I i . I 11 , � I I .1 �. . I I . , * . COORDINATE .WITH,� OTHER tTRAPES JO PREVENT � INTERFERENCE 4 IN TH 'H VAC � �VCTS,, ' I I I � � . . I I L I , D, I I . I , STRUCTURE,, ELECTRICAL LIGHTING, AND OTHER PIPING IN THE, CEILING,4.SPACE., �:% I � ' . I � 'VQff,PJPING'��AND ',WATER,' PIPING, SHALL BE, HE�D, EITHER ABOVE OR BELOW HYAb - . I ' I I I I I NATED NTH THE HVAC 'CONTRACTOR. I 11 , I . I I '' I � I I � I . . ,. I , I I I . I I I . 0 ALL"CHANGES: SHALL, BE APPROVED BY THE ARCHITECT. . I I I I I " , I I I 11 "I 11 I I I I I . , ., . 4 1 . I � I I I O`CQQRDINATE� WITH - ARCHITECTURAL � DRAWINGS'BEFORE RQUGHING-IN PLUMBING , . I � 1. I FIXTURES AND EQUIPMENT SUPPLIES. - I I I I I . . 4 � � , , , , , � I I I I � I I 4 �� THE L.� PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING ,� , , _ I . I ,.,. I F.IXTURES.,UNLESS NOTED OTHERWISE. . 11 I I I .1 I � 1. I .1 I I � . . I 4''VERIFY IM Ufff),NG'HEIGHT AND WATER �CONNECTION SIZES Tb,�ALL PLUMBING , I , Q, ,, , . I . , , . I I I I . PIXTURE,S..PRIOR TO ROUGH -IN. FURNISH CUT-OUT,�TEMPLATESo FOR PLUMBING I � ., . � - � - I I FIXTURES TO BE INSTALLED IN MILLWORK, TO THE GENERAL CONTRACTOR. I : .11 I I . � I !'_ .1,11 I �- 11 I I � I �.,. . I � � I , , 1:.1 I I .1 I I ! - I I " *:MAKE�PROPER HOT AND,COLD WATER# . WASTE AND VENT, PIPING, CONNECTIONS TO - I � I I - �. 1.�: I � ALL FIXTURES 'AND EQUIPMENT EVEN THOUGH ALL FITTINGS AND � CONNECTIONS ,,ARE NOT SHOWN. . . I I I I I., L I I I 1, I 0 VERIFY 'LOCATION ,OF EXISTING', WATER SERVICE::AND THE LOCATION /INVERTS OF L . I . I I ;� SANITARY PIPING PRIOR TO INSTALLATION. � I � I I � I �, � . '' ' ' ' I � I I I 1 *I H CONTRACTORJO DO,ALL CUTTING AND:PATCHING REQUIRED �TO 4 INSTALL � " I . , I I T HIT' I I I . �A , � PORTION -OF THIS WORK. PATCH WITH NEW MATERIALS OF. THE. SAME TYPE � I � �:% I , THAT: WAS REMOVED. REFINISH PATCHED SURFACE TO -MATCH .EXISTING A . . I I � � , SURFACES. I . I . . I � I � � I . . I � " I I * 'PROVIDE, TRAP, PRIMERS FOR FLOOR � DRAINS,,, FROM �JHE NEAREST LAVATORY, AS I . I � I , SHOWN ON THE PLAN AND AS REQUIRED BY LOCAL- CODE. PRIMERS �$HALL, BE ' � , � LOCATED )N'A S�RVICABLE LOCATION AND INSTALLED PER .MANUFACTURERS INSTALLATION INSTRUCTIONS. . I ' ' I � .' � i :, - I I I . . I I 111 ]NSTALL',WATER HAMMER ARRESTERS WHERE WATER PRESSURES ARE EXCESSIVE I OR ., I . 0 TO ELIM . , I OR' WHEW DEEMED � .1 I I I , WHERE REQUIRE I INATE WATER HAMMER � .1 � � �NEC,ESSARY BY LOCAL AUTHORITIES. LOCATE AND SIZE AS RECOMMENDED BY THE AMERICAN 'SOCIETY'6F, PLUMBING ENGINEERS. ' I I . , I . I I . � 1 4 1 , 11 . , , , . : � . . I �� I 0 . "'ALL WO . RK -L AS,SOCIAT , ED I WITH I THE . SE, I PLANS SHALL NOT PASS THRU OR AB I OVE . . � 1 14 1 I., ANY ROOM DESIGNATED AS AN ELECTRICAL ROOM. I I � � 11 I ; I I � . I , , I I � ,,,�_�,_,", 1, 11� 11.1r,, �1111 , , � � , , �, � I 4 IT is IIN,'THE INTENT,OF THESE DRAWINGS TO COVER ALL WORK AND .MATERIAL FOR I � 'I', �, 1:, , , 1 IV - . .. I I � I � � t ": �1? z , I ,�I� �, � A _ A FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING �IXTURE, TRIM , ': 1: ��', �� L . I I . I . 11 4 1 : I. "; I I I � HARDWARE AND/OR DEVICES USUALLY UTILIZED, IN THE CLASS OF, WORK, THOUGH � J , ; . NOT �SPECIFICALLY MENTIONED OR' SH (OWN ON THESE DRAWINGS, ,BUT WHICH I MAY BE I I . . . , I . I - � I I . . I � ARY FOR � THE SATISFACTORY COMPLETION OF THE WORK, (AS . DETERMINED . . � I "._1 I . I I 11 I I .1 I 1, I t I 11 - I I I I . I I .1 I I I I I . I If 11 I � �". I I m I I I L III I �� li,��_,�,� I I . I . I I �, . �� T, E CO I TR I I . I . I � 11 I .1 .1 11� \ � c4l� Iii � 'MOUNTING HEIGHT NOT, . I . I BY THE ARCHITECT) SHALL BE FURNISHED AND INSTALLED, BY ACTOR AS" . � I I - __L - --- I I I I I -L -L I I . . I � 1, � I I I � I I i_ I I I - I , � I ,.. . - ____L_ - I .1� � I, "I .1 I � TO EX M ' . � PART OF HIS TOTAL WORK. I I I . , '' ' I I I I I -I-- _ - - ---" I I _ I � I I _14- 1 - I r J& N11 ; � CEEb :5' FRO TOP . : I . I I . I I I , � I .1 I �, - �, .1 I I w 1" DRAIN TO -------------- I. I � , ,. I I � � I � , . I I I � I I 11 I 1. I ." 1. I '' . . I I � � I ." � . - . I 11 . � � __t I _� I ,,, : I � . L MOP SINK r�__ -o,, OF WATER HEATER TO . - � 1. - -1 � � I I I . I - - � I � LQOR. . I *"ALL WORK, BOTH MATERIAL AND TION, SHALL BE GUARANTEED'FOR 'A I . . � . . I . I I I ,� 11 I , . � . I I � I � . I I .. I -- --t I I- I . " . � I I . 1. I I � I . . � - . 1� � � . � � i:� , I *1 , 11 . 1NSTALLA' I - , . -_ FINISHED F , 1. � . I . � . . . . I I T I � E� I" i , I PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. I . � 1, I I I _ .1 I I L .� I I I I . SAFETY PAN . 11 � I . I . . - I .1 - I I -----. . - - . I . I 11 ; 1.�,;, I . . � I � I 1. I 11 I I �, I , . I I 1. � I ��, I I I I , � I . . I I I ; I . - . . I . � ., I I 11 I .- 11 . 11� .. -_ 1 I � j, ,, � 11 . . I I � I I I � ; I I ') . I I ; . I I , - I I I � , I I � - I � 1. I I I I L. � � I III 3/4" COPPER . - DRAIN , VALVE ! . 11 � I I., I MATERIALSPECIFICATIONS: I � � I : . I I " , , . . I � . I , I � I I . I . I. I I I i'' . . . - � I I . .1 _. I I �, I � I I I . I , I . � � � , - __�'__ , � T_ I I I I I 1, I I � � -1 - . I ,DRAIN �TO PAN . I , . � I I . I I I �! 1''. � I I . . I � __ L- �. , I � . I , , I I . �:�, .11 I I . � . IL ,� , I 1.,'DOMESTIC HOT AND COLD WATER ,PIPING SHALL BE TYPE "Lot COPPER NTH WRO I U � GHT I I . 1. I I I I I L � I � I I . L � I I � I _ -_ I . � . I - . 11 ___1 , I - I . 1, "��, BOLT RODS TO BRACKET 11 I . I I � -- I , r__ I -_ --- - -T --r I r- MOP SINK 11) PLYWOOD.BASE I . I I I I � I I I 11, , I I..... . . I . 11 � I I . . . I I ! COPP�k'FITTINGS. , I . � - - ___ I I I � I I I � I � - I I I I ,r . "I'll � . � __ ___ I - _. . _� . I .1 .. , � � , . . . . r I � I . I - � 11 . I I _r . , � _ - I r - -1 - � T__ I I I . � . z I I - -_ - - r : I . IQ I" . .1 , I I .1 I I I I .1 . I . . r ' - i - I � I � I I � I I 1, �, I I I ci�____ i . I , 11 � I I I .- I I I r . � I., I I ' �, I 2.'SANITARY.,WASTE AND VENT PIPING: SHALL, BE SERVICE WEIGHT CAST IRONt NQ,H ' 1� - __ ---7--- - I 11 � - I I . . I I I I - � . . �, r �' 1 1 MAY EXTE D' AS ' I � CLEANOUT,AND ACCESS 11 I . UB I r _T_ - I I I � T_ - N r I � �. I I r _ - I � . I . I � � I ., I 11 �, I I I r I I I i I I r I I . - - _j_ I I � _�, I I I I r I r r I - . r , , I � I . I � CO ER. TOP OF COVER ABOVE 'FLOCIR OR IN'PLENUM SPACES. SCHEDULE 40 PVC NTH SOLVENT FITTINGS , , Ir . � , - , � . � I ' I . � 11 1� 11 . t I I . � I . � I r I . _T � . r I r I r I . ... '' I - I., r I ,�� I I NO SCALE I I --- ...' I I .. 4_ , I r .1 � r TO BE FLUSH W/TOP OF I � . BELOW FLOOR. I . , I r I _____ - WATER HEATER PIPING�DIAGRAM . I i I " I 11 I I � , . I � .. I I � I I i . '. . . I � I I � . r 11 I r . r � I -T--, -- - r I � I I . . � . FLOOR I FLOOR ;LINE I � I I I � . I � I . � . - - - � I . I I I I I r . I .. I I I I I I .1 11, I � - - -_ - - � rr I I I . � i � � I - I I r I I L I 4 -3. INSULATION SHALL: BE FLEXIBLE U NI CELLU L'AR- SELF- SEAL ARMAFLEX, 2obQ 1/2", . . , , , , C!)- . I - . I I I . 11 r I I I I �_ BRASS CLEANOUT PLUG I . . . . . I I I ql ' I � . - � � I I - I I r h . I 1__� I I . I ..= ',.r,, " .. I THICK'FOR HOT WATER PIPING UP TO 2" . .. . . � I I I . I . . . ! � �-_ I I I I - --i I - . I I it � - I . � I � I . . I A. i I I - - i � . I - . I I � , I ,rI I I I -_ - I I I .. r 1, I . I . I 1, I . 1. ; I I EACH HANGER. I I I . i . . . I I I I I I I I I . I . . . I I - �� 0 1 11 I . � I I I .. 'A I i � I � If - I I I r. I -_ - I I I 11 h r I 1, FINISHED GRADE WALLCOVER . I . I ", I . I � -.41 . I . � I I ___I-_ . � r -_ - -cc W . ___..."...,.",x I . I � I . I '.. . � I � I I .. � !:, . . . I . . � .11 I . i r i I � I I I .r � , I . , , . I -WALL , , I I 11 . I I � , I I � - I I I tE I , I � . . 11 I I I -_ _. r I �, I .. . 1�� \ 1! I - I I . � . I I � I � � .. . �� <, . �-,\ 1'� � I I , I � . � r . : . - 4__ - I __-� . I . � I - I . .. ". ---t- - _�__ ---I- - � . . . . , . I ", /-x,y/�, I . I , r � . : �. � � I ; . -- I . : � L I i � I I h , I � r � . I I q/-, C --f �&_ -1 r I - 2 .1 .. . I ! I r-,- I I - PLU D ,� r . I � - PLUMBIN&j, I-- I?S I VK I I , I I I I - -, � . : . I- GGE, .TEE*: N, . I � I I I I I I I 1, � r I � I ".., � I I I r, :1 I . I I ____ __ � I '. . - . I ' . I . WITH CLFANOUT Ir I 1. ,. I .1 . I - . i . I . I I , I I _____ � _. ''I _� .__ I I I __ 11 �� I � 1. .- I I r . - I . NCRETE �'PAD - � � . I i .. . , P-1: WATE I R C I L I OSETr.�" KOHLER, WELLCOM . ME MODEL, NO. �K-4350, I FLOOR : I ! E , I . I � :-I El , '11� I . . . . . . . I - -_ I - I ___i_ I I I I � I -_ - - - r 11 I I I I I', I � I � 1 1/8 CJ. BEND I I 1. � I I , I . � I I I r r 11 I r -_ - I 1. I - I _____ - . - - - - I - � . I I I I � I I I � MOUNTED, ELONGATED,, t6 GPF, 14- , 1. 6 r r . j r (�)_ , I I I I . I . . I � I r - � I I I 11 TROWEL SMOOTH AND EDGE I . _____1 I 3/4",kIM HEIGHT. SEAT - K-.4670-1. 0 r I I I 17 - ______� . I 1. OOR NE ` C.I. 'WASTE LINE -, L . I I . � I I r I I I r . C.I. WASTE LINE' I I F 0 U SLOAN ROYAL MODEL NO. 110-3, EXPOSED FLUSH VALVE, 3.0 ,� - I ''I . Hi . . I I . I r, . I � I . f� , I I I . I LENGTH TO SUIT � � . I r% - 1- , r... - r - . * � I - I / I I I I . a . # . � . r : JL'_:��__� r . I r 1 1. � I � I I I I . I I . I . I . I I ! . I . . A - I I / r I . ! . . . . V .1 . � . - I � --:: I ____� -_-;- � I __r__ '' .. I � . I . / . I � I I I :. ! '.. . �� i- I � . .� . I . - - i r- �1 , --Lik-4, 4V . I If I � � n . �� . I I I . . .1 .. � . , , I .. 1, . , � - . 1 . I I I _� I I 11 I q I I I I t , , � 71M.W.... ...."p. , - aw-4iiiii; Z�w_aii 1. .., .,�, . . � 11\ � � . L ,. � 1. I - . �7.�'4. - rTZ :1--: _.ZL Z.�;Z t__2 _ !7.- Z�_ 0ii � � . , , I '. , .., , - , , - . -2: WATE - � � --".-- woo, , , el i :1 � � � I & r' i d � � :11-,-L:- 11 I . .1 . Ir , . Ill I . �� I __ , , , r . I . . ., - �: P -4368,:FLOOR f r 11 I . I , , - ''., I r - � . r ,; � . I - ,_ - __ - - I I i - .. .. : � �, ..v . .. I . . . 1. - I WASTE LINE MOUNTED': ELONGATED, L 1.6 CP . F. 1 17--�� . 1/2" . RIM HEI . GHT . . + .. . . � I �_ . � " . I . . � , � � � J; ��_ I I\j . t I.. . . . 1 111 I.' ., I I . SEAT - K-4670-1.6. ==+ - - - Ej i 0;_ L_ L -i 1-4 ' --4t=:!j I ;;� , I +. . 1. .. . . . , . I I � I � I I I I I � I I I I . Ho- 11 �, ,,, I I J ILI, . I . \� FLUSH .VALVE SLOAN ROYAL MODEL NO. 110-3, EXPOSED FLUSH VALVE, 1b 1 t � . I I I i . ' I TWO WAY CLEANOUT ' I I I � IF CLEANOUT I .. � _ L___ - _j - IN WALL . 'T. -I. , '' , " , , " , . " , I 1 R'CLOSET .,KOHLER,: HIGHCLIFF, MODEL NO.,'K 1 -7 1!=� ; I � - .- =__-� I I . � . . , I r . IL DROP' � D WN � I I I I . . . I GPF. 1" CW, 4" SAN, AND 2" V. NO SUBSTITUTIONS. i r I I I I I �j . Cw_1 r . . I I I I I . I . I I r �, �, . . I I � I � 11 � I I , I I I . I I t.. ' ''OLING 'SPACE . , t --- 1 /8 C. .' 13 D. ' ,. I , i � I` I I I I I FRO 'C TO 18" 1 TYLER PIPE MODEL 5440 . OCCURS AT END OF LINE I 11 r . I � I �' I I I . �, � I r I I I � I � I I 7 , I I I , . . I r I I ' " tk ' �r - - - ___ - _,_ - - I . I , I � . I , � i ,- . - _.�_ - - - . : � , :�, P-3: URINAL,-, WALL HUNG -�� AMERICAN STANDARD LY o. 6601.012, � - - - - - r I NBROOK N I . I (D-- . rr k91l'_'___ ---- =L _-_ - t-- - -H �' -_ '� ��, FjffiaHz"-8ApE._ - - - - - - . I � I I I � I I ,. + ''I I I .1 I ., I'' *r . I I �, L , , 11 r I I . r . I I i . I I r .. I I . I '. 11, � . I I VITREOUS CHINA, 1-1/4" TOP SPUD, 1.0 GPF. SLOAN ROYAL FLUSH�VALVIE'NO. 186- 1 r I rl 11 r . . I I : I , . I I , 1.� I I I .1 I � � .. I bALANC'E`OF PIPING SAME - r '' .1 � 1 . ZURN 'FLOOR CARRIER Z-1221. MOUNT AT 24" AE30VE FINISHED FLOOR TO TOP � �. . I N I I ; I � � . I . I � I . I ., I I � r I .� . +[-* � � I I . . . r �, '1� ,.:'P L , ,�, I . E:::::! lr �! r , � I AS FLOOR CLEANOUT .'�LICIOR CLEANOUT DETAIL ' 1. OF, FRONT RIM. �FOR BARRIER FREE MOUNT AT 14" AFF TO TOP OF'FkONT RIM. 1" � . FLOOR,.� AN':,,-_ PLUMBING . i I i I I I �, : , . i r I -.,. �, . . I I I I I I , r r I . % I . � � I ., CW, 2" VENT, ,3"r SAN. ' I I r I I I I � �,� I I I I I . = , I , I � I � NO SCALE . I . . I ! : , . ! , SCALE: 1/16". V-0" 1 0241 1 1 WASTE r LINE . I � r I I 01 . I I I I � ., � I , . . I . , � I i I . r r r � . . I � r'' ,.' I 1. I 11 I , I � r � I . .1 P-4: LAV I A . TORY.- AME � RICAN,STANDARD LUCE I RN � E NO. 0355.012, 2OX16" '' ". � ; I - r 1. . � I .1 . I I . : : . . I . � . I . I r '. '.. � . I � I I � : I .1 I I � WALL 1,.,CLEAN.0,UT_DETA1L �. I I I VITREOUS CHINA, WALL HUNG, 4" CENTERS. PROVIDE FLOOR CARRIER , r, I � I 4 I . r ,,r . rr I I i I I . . I .- � _ I r . 1. . I I .1 I I I ; : I r 11 . ,,, I � 2 -WAY �CLEANOrUT DETAIL, I , WITH CONCEALED ARMS. HERITAGE NO. 5402.142H CHROME FAUCET. ,. ,, � i . � � r . . � NO SCALE . I . + . 1, r; �� I . r I . �EVER ''I'll'' . I i I I I . � I ,� I I I . � . NO SCALE 1 . 1, I I .1 D.EMQLITION NOTES:,, . I'll . j HANDLES 1/2" OpMr FLOW RESTRICTOR, GRID DRAIN ASSEMBLY. PROVIDE STOPS, ,. � � . ; , r I r . r 1, ., r I . . I . I . I i r I I . � � . i I I I 1. I . I r I r I . i + . I � I. I t . I � -1 I 1� I SUPPLIES, r TRAP, ETC., TONAKE A COMPLETE INSTALLAfIOK 1/2" CW, 1/2" HW, 2"� r � I 1. I !I I r . r G, I I . I I � � I : 1. REMOVE, AiLL EXISTIN �FIXTURES TRIM AND SUPPLIES �FROM EXISTING BUILDING. ''I VENT, 2" SAN. , r I i I i I , I . r i. . I I I I , r I � � � � I I I � . . . � � r . 1, _ I � � I I I .� I - " I I .1, 11 . I I . I 1, � , I I .. . I I , I r ABANDON ,r��,P-5: 'LAVATORY., BARRIER FREE - AMERICAN STANDARD,� LUCERNE -NO., 0355.012, . I I . 1. I ; I ,�, 2_,.�:'CAPI ,AND ,,GRQUTE � ALL EXISTING SANITARY FLOOR PENETRATIONS AND' I . � I r � � r � , I . � � . . � I . I.. EXISTING'SANITARY PIPING -BELOW SLAB IN PLACE. r �. r i 1. I i i I I I I 2Qxl8".`,VITREOUS,. CHINA, WALL HONG, 4" CENTERS. ,PROVIDE, FL60R CARRIER I r i r , , . . � . I I i � I i I 1. . I I . 4": SAN ROUTE' TO EXISTING 'SAN r � . � . I : � r I I .. I ''I . I � I WITH CONCEALED, ARMS.' HERITAGE NO., 7402,372H CHROME FAUCET,�', I � . I .1 I r. . . . � r I . : AND: PROVIDE CONNECTION, , I I 1 11, REMOVE, AL EXISTING CW PIPING AND HW PIPING BACK TO EXISTING 2" ,WATER 600,SE,N"ECk 8PbUT, 4" WRISTBLADE HANDLES, 1/2" GPM FLOW ,RESTRICTOR, I � . � 11 i I . , . t 'L METER OUTSIDE BY EXISTING WALL. . .1 i . � � I I 11 I ., OFFSET GRID DRAIN ASSEMBLY. TOP� OF FRONT RIM �MOUNTED 34" FROM , - + '' i I � I I I - I . . . � ': ,,, I I FLOOR. PR I OVIDE STOPS, SUPPLI r ES, TRAP, ETC., TO MAKE A" Cor MPLETE i I 11 � � I , � FINISHED I .1 � � i I I � I I � .4,, REMOVE ,ALL EXISTING'VENT PIPING BACK TO VENT THRU ROOF OPENING'S AND ,, I INSTALLATION. INSULATE TRAP AND SUPPLIES NTH TRUEBRO NO. 103 LAV I � � I I , � :,� . . . "PROVIDE CAP 'ON ROOF. GUARD, 1/2" CA 1/2" HW, 2" V I . 1 I � . I I I I . . I I I I I . -ENT, 2" SAN. � I I 1, I . I . I <1 � I I . 11 � . . I I %. -i � I I I I I I I I p. I I . . I . I ! . . �, . 1 15. REMOVE ALL EXISTING 'HANGING HARDWARE ASSOCIATED WITH EXISTING`PLOMBING., , I �,� " I I I .1, . . . i I I � I � ,-, zoo : . I I I I I I I P-6: ELECTRIC ,WATER � COOLER - TWO- LEVEL - ELKAY EZSTL-5-C, WALL MOUNT, ' I I � 11 I I . I �, I %,% PIPING. I I I ! . � I . . I � . . . I I FRONT PUSH BAR% STAINLESS STEEL BASINS. 1/5 HP, a.0 GPH, 325 WATTS, 3.7 FLA. I ; ''Ill'-! i I , 1 1 1 + I I—, 11-1 . I . � . � EXISTING ''2"� WATER . . I . I � . :1 MOUNT.ONE AT 40-3/4" ORIFICE HEIGHT AND ONE AT 35-3/8" ,ORIFICE HEIGHT� � I . I I! I � . METER ,� 6 T 8 .1 � � IN 1-1 I � I LY AND WAST . E LINES FROM FOUNTAIN UNIT TO -COOLER I i1. . . I . I I � I I i . � I . . � . .1 l/2"_CW:ANQ 1/2".HW'DROP DOWN WALL FROM 1_% q i I 1. .� - . � � . I i i I I . i 1 12-1/2" CW RISE,UP FROM'B[��QW � . . ..". I I � � 'I--- , 2' Hw , . I . CEILING SPACE BELOW COUNTERTOP AND 11 6 r, IN IN . I i . I � UNIT. YROVIDE FLOOR CARRIERS, ,STOP, SUPPLY, TRAP, ETC., TO MAKE A . � SLAB WITH VALVE IN � VERTIC. L UP I . . I . 1. ' . p -Ile 11_� I � �". COMPLETE INSTALLATION. 1/2" CIW# 2" VENT, 2" SAN. i � . I I ,A . I . �� . � . I ROUTE TO P-7. . I �:,, I I I � I TO CEILING, SPACE. I -1/ so CW I woo , "Ill I r 1! . , �, I I ' i I I r . . 1'� s I'M ri;v._ I - 1 1/2" Cw .1 'i 2 . I . I IN I I I I I � t .1 ' - X 21" STAINLE � . r I ."', ': .p. I I , �� 0 � P-7: BRE ROOM SINK, - ELKAY, CELEBRITY NO. GECR 2521, 25" S8 - I I . I , . �WCO CW ''' .' r : . i . i 1. I F . -o-LJ ; I / 3/4' 1 11 . �Is I . AK, , ! � 11 I . I I 11 . .1 .r r. . , , I . . ./ I I 1 - - . I . I � 1 3 1 I's I . STEEL SINGLE. COMPARTMENT SINK, SELF RIM. HERITAGE NO. 7401.002H, CHROME � I r ' I I I - - - - - ' rr - - _r I . - - � . I . - - - - " - - - - "I WAY . I . . I I . r I 1 --7- \- ��- I 1 -7 - . . . 0 - -h/ � - - - - �jj �� ,�, I � � . 11 I I -1 I � . � I "I -1 F " - =L I - . r 1-1 .., K SPOUT, 4" WRISTBLADE HANDLES, 1/2" GPM FLOW + r . + . . r �- I =:/- I - I ,,, I : � ; . I I . I . � . r,i , ' r 1 1/21 ,r � , 1"t . . / / � .- , . . , , , _.., 11% It I 1�1 )i lewo � : i I I RESTRICTOR, LK -335 DUO STRAINER, AERATOR. PROVIDE STOPS, SUPPLIES, TRAP,� I . . � I 11� I I :, , + I/ - � ,_�, %,% z lrl� z fo i. . I I q � I I . I I I �. I �� , CW I , P-5 1 , . C�q , � . . jj "I 111� "I 60 I I I I � , ETC., TO MAKE A COMPLETE INSTALLATION. 1/2" CW, 1/2" HW, 2" 'VENT, 2" SAN, .. , , � , r IN I I I I . I . 11. I � I � 1 P-2 � . I ir P_�: 2 7 - ",'I"'', r- .,: . . I I I 11� ; .1 I I I � I r . I I ,� I + �, I I 9 'I i. r . I . I � .1 �. . N� - I) I I . 2 ._11 x 11% 1%% 11� IPQ . 11 r�l �"zh -1 I I � . 11.1 . .r I I i - , . - 1/2 1W I ., r " I , i '2-1 /�" 6W Lt -.L" , - - - - - - - - I I - I 0 I I I . � r I . � i p . � I .� . . ,_ � rr ) ... I � L__ 7� , I I ,_� ) I's too . I I . I � � I I � . -.1 8, � I 1� � . I . I . ; 1� 1 I I I + i I ; . � - - 1. 1 2 C . -^,\I I I �� I'll, e L - r I 1. I < 1_,. 11.1 1�1 . I L P- : MOP, SINK " FIAT, MOLDED STONE NO. MSB 3624, 36x24" COMBINATION DOME I I I , F00 I IP 7 � � I � 11_% `1 I 'IN, -> 0 1 � I :, I . I I � .1 I L I . I � 1. I , � , . . 1-6 , � - __1 J,- 3 .11 I � I 4 L � I - "I . .11,1111, . . 'Ir I 4 - - I . - - I- , -_ - , I , I , IN 1-111-1 � . I : � . j . i 'Ir I - I/ I . r �,, I i ,� i I r r i I �1_ I r . ) p 11-1 0 FINISH SERVICE SINK Fik )CET �WITH VACUUM BREAKER. 1/2" CW, 1,/2"HW, 21 . . I i I . � I I . � I 0 1 . I I I I I I . `1 4 1 IN 1311 , ; 3 1-1 I . r I i I r I ,., I � I �;) I I . I I wco . I � I IN � , � I , I ! , I D\1 . I � I I I .14 . . . . -11 I--, . r, VENT, 3" SAN. I . � I I I .� - � I �, if D-1 I , I . I r "I . pl� I it I I'll , I I � i I i . I',, :7 1 CW I I" � r FD"1 , I !. I I __ - . � I � ,.,N Z' ,-,A 11-1 I � , � . I I I . � 1/2" ( W . � --f-,� I r . - ___F__ �Q� �� 1;11 : ", I ; i _�_j - � I - .) � I . I .� r I 11-1 N� Z � I � P-9: ,WATER HEATER - RHEEMGLAS, 'STANDARD NO. 81VP10S, 10 GALLON,r � I I % P_ w -1 11 pl� ,I - 1'�, � Z,, L ;�'r I i I I . I . I I I I . 11% �', : � 11 11 I � I IN J , Is 0, ,-�o I'll . � 01, . I ,2KW SINGLE ELEMENT, 120 VOLT, SINGLE PHASE. HEAT TRAPS, EXPANSION � . I . (Al . n, L . I r I ,,� 3), ;�,,, A I -, , ,� , + i j , , , -1/2".'T - of I PlIz �� , lot . r . I � I . ,� I I � .1 1 I ! I ----- - - . , . . I - 1 ) � . . . r 0 1 )) , to %� 11 '-1 - 'I-, . . . O OVED DRAIN PAN. SEE DETAIL. 3/4" CW, 3/4" T&P . I r I I . - 1 1 1 4 1 � I. I Fp . I I . � � I I - " r . 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L b - ____ ___ . � r I I I I . . . � I . � . / � I r I � . , : r n W 1 , I , SPRINKLER LEGEND _ SYMBOL' DESCRIPTION G) NEW SPRINKLER TO MATCH EXISTING EXISTIN,Q SPRINKLER TO REMAIN EXISTING SPRINKLER TO BE REMOVED �--�0 RELOCATE EXISTING SPRINKLER 0 TO Q NEW LOCATION lr 1.0 0 \- \» \ : `, 1, \. i— --- — --- _ rt IRE PROTECTIQN DESIGN =CRITERIA e ORINARYr HAZARD TYPE 2 OCCUPANCY. : , '1 "1 a 200 'SQUARE FEET - MAXIMUM SPRINKLER SPACING. f \ L `- �- `- �- �. �. \, GENERAL, NOTES (FIRE SPRINKLERS) _ I , • THE SPACING OF, SPRINKLERS. TH PACING AN SIZES OF PIPES ` SHALL CONFORM TO THE .. E S _ D E_ , REQUIREMENTS OF NFPAPAMPHLET NO. 13. SPRINKLERS SHALL BE INSTALLED BY PERSONNEL WHO I l HAVE ENGINEERING FACILITIES AND EXPERIENCE IN SUCH WORK AND WHO ARE REGULARLY EMPLOYED TO DO SUCH WORK. 0' .< ``� �, �, �� I 0`. ' ' 0' �� `- `. IN LOCATING SPRINKLERS AND PIPING, ,C NT A T RHALL COORDINATE THESPRINKLER. LAYOUT I - WITH THE LIGHTING AND AIR CONDITIONING LAYOUT. i t , e ALL MAT RIAL SHA L BE OF APPROVED QUALITY, AND THE WpRK ,,SHALL BE D0�E INA THOROUGH ` AND WORKMANLIKE MANNER. THE WORK, MATERIALS AND TEST SHALL BE IN ACCORDANCE 'WITH THE CURRENT REQUIREMENTS OF NFPA PAMPHLET 'N0. 13 AND 14, LATEST EDITION. - - - s PIPING. 'SPRINKLER PIPING SHALL BE SCHEDULE '40 .BLACK 'STEEL PIPE' AND FITTINGS CONFORMING - - - - - - - - TO ASTM A--120-55. . MINIMUM SIZE IS ONE 1 INCH, SCHEDULE 10 MAY BE USED FOR 2 1/2', a I AND LARGER. DO NOT THREAD THINWALL PIPE. e PIPE SUPPORTS: HANGERS LAMPS "RODS AN OTHER 'ACCESSORIES, OF A PROVED TYPE AND F -�- - ' - — F - — — --- - - -- - - - - ' + — �---� - - . ... � G D SES AN'APPROVED A T IN SUFFICIENT NUMBER TO PROPERLY SUPPORT ALL PIPING SHALL BE FURNISHED AND INSTALLED. - PIPING SHALL BE SUPPORTED BY ROUND WROUGHT U -TYPE APPROVED ADJUSTABLE HANGERS. - L `. l., 4�- ® SPRINKLERS SHALL BE OF'QRD TYPE 2 ORIFICE 1/ , OF RY DEGREE RATING EXCEPT WHERE' EXCESSIVE _ TEMPERATURES ARE ANTICIPATED. IN THESE LOCATIONS HIGH TEMPERATURE SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA NO. 13, . I i A CONTRACTOR TO INDICATE SPRINKLER TEMPERATURE RATING 'ORIFICE SIZE AND TYPE ON FINAL ' DRAWINGS. Z-1 Fr o PROVIDE AND MAINTAIN A MINIMUM OF 18 INCHES CLEARANCE BETWEEN THE BOTTOM OF THE ` �, �, `, `, �, 0 SPRINKLER DEFLECTOR AND THE TOP OF STORAGE, FILES, ETC. : REFER T0 ARCHITECTURAL DOCUMENTS F R. LOCA. IONS.'OFALLSMOKE ,AND/ORFIRE WALLS WHICH ; FIRE PROTECTION PIPING PENETRATES AND PENETRATION DETAILS SHOWING THE MAINTAINING OF THE INTEGRITY OF THE SMOKE/FIRE SAFED IN AN APPROVED MANNER WHEN PENETRATING WALLS AND FLOORS. SEE DETAILS. s CONTRACTOR TO SUBMIT A SET OF INSTALLATION DRAWINGS •AND -HYDRAULIC 'CALCULATIONS :FOR ENGINEERS REVIEW. : 1 ! r , : :. .. I '; , ... .,, .. :: ". -, .:: , -... • :.. .. 1:.. Y . . .. .-:. : ,Try :-. , ',• 1 , t :'. r " i ,CQ C'7 ct LL Q Z O 00 Z LL W J Lu � U3 w 0 0N/ a)— ' (c 111 m LL : 1 ! r , : :. .. I '; , ... .,, .. :: ". -, .:: , -... • :.. .. 1:.. Y . . .. .-:. : ,Try :-. , ',• 1 , t :'. r " i SHEET LEGEND NOTE: LIGHTING IS TO BE COORDINATED WITH AND PROCURED FROM AMERICAN WHOLESALE LIGHTING (SEE TITLE SHEET FOR CONTRACT INFORMATION). NO SUBSTITUTIONS ALLOWED. ® NOT SHOWN - EXIT SIGN TO BE COOPER INDUSTRIES "SURE-LITES" #CAX-710000 GREEN LETTERS . CEILING OR WALL MOUNT TO BE FIELD DETERMINED QUANTITIES AND LOCATIONS TO BE DETERMINED BY LOCAL CODES. NOT SHOWN - EMERGENCY LIGHT SHALL BE COOPER INDUSTRIES "HALO SURE LITES--"- #CU-1. SHALL BE USED IN LIEU OF 2x4 WITH B50F4-8 ONLY MEN REQUIRED B LOCAL AUTHORITY, SM METALUX 2SGR3T-120-E8/2-2'x4' MASTER/SATELLITE 3 LAMP PRISMATIC. METALUX 2SGR3S-120-E8/2-2'x4' INDEPENDENT 3 LAMP PRISMATIC. S M F METALUX 2SFR3T-120-E8/2-2'x4' MASTER/SATELLITE 3 LAMP PRISMATIC. METALUX 2SFR3S-120-E8/2-2'x4' INDEPENDENT 3 LAMP PRISMATIC. METALUX 2SGR3S-120-E82-EMX-2'x4' INDEPENDENT 3 LAMP PRISMATIC NIGHT LIGHT ON SEPARATE CIRCUIT W/EMERGENCY BATTERY PACK SIMILAR TO BODINE #B5OF4-8, SHOWN FOR CONCEPT, VERIFY CODE COMPLIANCE. METALUX 2SFR3S-120-E8/2-EMX-2'x4' INDEPENDENT 3 LAMP PRISMATIC pNIGHT LIGHT ON SEPARATE CIRCUIT W/EMERGENCY BATTERY PACK SIMILAR TO BODINE #85OF4-8, SHOWN FOR CONCEPT, VERIFY CODE COMPLIANCE. METALUX SE -9/4-120-E8/1-1 8' STRIP FOR VALANCE. INSTALL WITH CLEAR PROTECTIVE TUBE SLEEVES, AND REFLECTOR t -----t METALUX SE -4/2-120-E8/1-1 4' STRIP FOR VALANCE. INSTALL WITH CLEAR PROTECTIVE TUBE SLEEVES AND REFLECTOR A METALUX SE -9/4-120-E8/1-3 8' STRIP FOR STOCKROOM. .A -METALUX SE -4/2-120-E8/1-3 4' STRIP FOR STOCKROOM. N METALUX SE -4/2-120-E8/1-3- EMX-W/EMERG. FOR STOCKROOM P—'-wd NIGHT LIGHT ON SEPARATE CIRCUIT W/EMERGENCY BATTERY PACK SIMILAR TO BODINE #B50F4-8. N METALUX SE -9/4-120-E8/1-3- EMX-W/EMERG. FOR STOCKROOM NIGHT LIGHT ON SEPARATE CIRCUIT W/EMERGENCY BATTERY PACK SIMILAR TO BODINE #85OF4-8. HALO L652P 8' FLUORESCENT POWER TRACK WITH THREE (3) HALO 701T39 COMPACT FLUORESCENT WALL WASH TRACK FIXTURES WITH SOLID STATE BALLASTS. a EXTERIOR ROSS OPERATIONS LIGHTING - 'LUMARK' 150W HIPS LAMPS ON PHOTO CELL, SHIELDED WHERE NOTED. 1�:7 FEATURE ARCHITECTURAL LIGHTING, APPROVED CENTER STANDARD OR IF NOT OTHERWISE SPECIFIED, NOVA MODEL #071938-B, QUARTER SPHERE SCONCE WITH 100 -WATT MH LAMP AND FACTORY FINISHED SHELL TO MATCH FASCIA COLOR EXHAUST TO ROOF UNIT ®CEILING MOUNTED CAMERA DOME (10 REQUIRED), PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. LOCATIONS SHOWN ARE FOR CONCEPT ONLY. ACTUAL LOCATIONS WILL BE FIELD IDENTIFIED BY ROSS C.M. (SEE DET 2/D6). COAXIAL CABLE WITH J -BOX MOUNTED TO STRUCTURE ABOVE THE CEILING AT CHECKOUT AND CUSTOMER SERVICE AREA. CABLE TO RUN FROM J -BOX TO TV JACK IN MANAGER'S OFFICE. PROVIDE 50' COIL OF COAXIAL CABLE ABOVE CEILING WITH MALE COAXIAL FITTING AND 2" CONDUIT DROP TO DUAL COAXIAL TV OUTLET IN MANAGER'S OFFICE BY GENERAL CONTRACTOR. (SEE DET 2/D6). DATA CABLE AND TELEPHONE TO BE LOCATED WITH CEILING COILS 1. ELECTRICAL CONTRACTOR MUST USE MASTER/SATELLITE WHEREVER POSSIBLE, WITH INDEPENDENT FOR THE REMAINDER. MASTER 2x4: (2) BALLASTS IN TOTAL: (1) 4 -LAMP BALLAST OPERATES THE TWO OUTSIDE LAMPS FOR BOTH THE MASTER AND SATELLITE FIXTURES AND (1) 2 -LAMP BALLAST OPERATES THE INSIDE LAMP FOR BOTH THE MASTER AND THE SATELLITE FIXTURES. 11'-0' WHIP IS SUPPLIED BY MANUFACTURER TO BRING POWER TO THE SATELLITE FIXTURE.. SATELLITE 2x4: NO BALLASTS IN FIXTURE LAMPS ARE BEING OPERATED/ POWERED BY THE MASTER FIXTURE. SALES FLOOR, FOYER AND FITTING ROOMS ARE TO HAVE 1/3 -2/3 -FULL SWITCHING FOR ALL 2X4 FIXTURES. 2. ALL RECESSED FLUORESCENT FIXTURES TO BE SHIPPED WITH LAMPS INSTALLED. 3. ALL FLUORESCENT TUBES WILL BE SYLVANIA F032/735, U.O.N. AND APPROVED. U e i 1 PU5SIULL 10 S 10KE F KON T MULLIONS L-18 (TYPICAL) 4 K-17 r � J LIGHTING PLAN L3 00K NEON (MITEILLUMINATED )DUAL TUBE 15MM SCALE: 1/8"=1'-O" 0w 1 REVISED LIGHTING AND GRID IN SALES AREA Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com 600PYRIGHT Al reports, pian, pedf1atiart.. awnpuu► foes. field data, nates arwf ~ dooumsnte are kwit menta of sw%ke prepared by Cuhod k Petersa6 Archil , as fnstmarrmts at e rvice m reafn the property of Cuhooi k Peterson. ArdWteots. Cuhod k Peterson shah retain ON common low, staumtory and atim reserved r<ght•, the caplrl�t therdo. Any use or reproduotlon of this document vMhout written permle" from Wm « Phaetsrean is a violation of Federal oop"t laws. WAD 6 0 O c� z z w z w > co �QL0 J GV) U)�,U 'w LUQ W U) 0M� OC co z w lez w Uo wa -J w Q opo Z = �00 m_j wQu- �a� L � w U) 0 �o a �Q W U) Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Cray Street; Tampa, Florid. 33609 Telephone (813) 287-2719 Fox (813) 287-5704 E8 #0004221 : PE #17286 REVISION Di I OCTOBER 5, 2000 I I I I I I PROJECT NO. 200111 SCALE 1/80 = 1'-0" DATE SEPTEMBER 5, 2000 DRAWN B.J. 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ArdWteots. Cuhod k Peterson shah retain ON common low, staumtory and atim reserved r<ght•, the caplrl�t therdo. Any use or reproduotlon of this document vMhout written permle" from Wm « Phaetsrean is a violation of Federal oop"t laws. WAD 6 0 O c� z z w z w > co �QL0 J GV) U)�,U 'w LUQ W U) 0M� OC co z w lez w Uo wa -J w Q opo Z = �00 m_j wQu- �a� L � w U) 0 �o a �Q W U) Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Cray Street; Tampa, Florid. 33609 Telephone (813) 287-2719 Fox (813) 287-5704 E8 #0004221 : PE #17286 REVISION Di I OCTOBER 5, 2000 I I I I I I PROJECT NO. 200111 SCALE 1/80 = 1'-0" DATE SEPTEMBER 5, 2000 DRAWN B.J. POLICE CHECKED SHEET E-1 II I I �I I a \ UIRED I /SEE DETAIL 6ON' ILLUMINATED SIIGN SLO LOCATION. VER F1HEET E3. YOREQ � REMENTS OS ARERETHROUGHAT EACH i SIGN CONSULTANT, BMA, ATTN: SKIP MOORE, X510-526-0296. I J ------------------------------------------ WALL MOUNTED LIGHT FIXTURE LOCATED IN ENCLOSED AREA OF CANOPY, HALO 012413 WITH 1-60W A-19 POWER PLAN SCALE: 1/8"=V-0" _AU ELECTRICAL P LEGEND ® WIREMOLD AMDTP ALUMINUM TELE -POWER POLE NUMBER 412 IN SATIN ANODIZED FINISH, WITH FLOOR BOOT, TEE -BAR ACCESSORY PACK AND TPB GASKET J -BOX. THE PROVIDED DUPLEX RECEPTACLES ARE TO BE REMOVED FOR DIRECT FEED. DUPLEX RECEPTACLE, 15" A.F.F., U.O.N. 620A20A DEDICATED DUPLEX RECEPTACLE, 15" A.F.F., U.O.N. 6GFI GROUND FAULT RECEPTACLE, 15" A.F.F., U.O.N. 4- PLEX RECEPTACLE, 15" A.F.F., U.O.N. Rfl FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE WITH CONCEALED FEED -BRASS AND FLUSH HINGED COVER. USE CONCEALED UNDERSLAB DISTRIBUTION. SP SURGE PROTECTED RECEPTACLE PASS & SEYMOUR 15A DUPLEX/MODEL IG62620SP ORANGE A TELEPHONE AT 15" A.F.F., U.O.N. (LOCATIONS SHOWN FOR CONCEPT AND MUST BE VERIFIED THROUGH THE ROSS C.M. PRIOR TO INSTALLATION). PROVIDE PLASTER RING AND CONDUIT WITH PULL -STRING STUBBED TO ABOVE CEILING (TYPICAL GW8 INSTALLATION OR SIMILAR PER MOUNTING CONDITION). ROSS INSTALLER WILL PROVIDE AND INSTALL WIRE & JACK. ® DATA OUTLET AT 15" A.F.F., U.O.N. (VERIFY LOCATIONS PRIOR TO INSTALLATION). PROVIDE PLASTER RING AND CONDUIT WITH PULL -STRING STUBBED TO ABOVE CEILING (TYPICAL GWB INSTALLATION OR SIMILAR PER MOUNTING CONDITION). ROSS INSTALLER WILL PROVIDE AND INSTALL WIRE & JACK. S LIGHT SWITCH LOCATION, 42" A.F.F. S3 THREE POLE LIGHT SWITCH, 42" A.F.F. CONDUIT CONCEALED IN WALL OR ABOVE CEILING WITH 2 112, 1 #12 E.G. CONDUCTORS IN 1/2" CONDUIT MIN. U.O.N. - 20#12 I1 CONCEALED .NDUCTORS0IIN 3/4� OR FINISHED GRADE WITH CONDUIT EXPOSED ON WALL OR CEILING WITH 2 #12, 1 #12 E.G. CONDUCTORS IN 1/2" CONDUIT MIN. U.O.N. X11 ISOLATED GROUND ® 277/48OV, 30 PANELBOARD LIGHTING OR POWER PANELBOARD FLOW SWITCH Q TAMPER SWITCH DUAL COAXIAL TV OUTLET WITH 2" CONDUIT TO 6" ABOVE CEILING T.T.B. TELEPHONE TERMINAL BOARD O JUNCTION BOX n PUSHBUTTON +54" A.F.F., USE WEATHER -TIGHT STAINLESS STEEL BUTTON SWITCH AND STAINLESS STEEL FASTENERS. CONNECT TO MATCHING BUZZER NUMBER Q # MOUNT BUZZER ABOVE CEILING AT CUSTOMER SERVICE COUNTER AND ON MEZZANINE. WALL MOUNTED +8'-0" A.F.F.) ALL OTHER LOCATIONS CONNECT TO MATCHING PUSHBUTTON NUMBER, TONES MUST BE DIFFERENT Q THE SECURITY KEYPAD LOCATED ON THE FACE OF THE WING WALL TO THE RIGHT OF THE STOREFRONT IS NOW TO BE LOCATED IN THE SIDE WALL OF THE CUSTOMER SERVICE RETURN CABINET. THE BUILDING GENERAL CONTRACTOR IS TO PROVIDE AND INSTALL A JUNCTION BOX ON THE INSIDE OF THE CABINET (LOCATION AS ILLUSTRATED IN THE FIXTURE DRAWING AVAILABLE FROM THE ROSS CONSTRUCTION MANAGER) AND A SINGLE CHANNEL SATIN ANODIZED COMMUNICATIONS POLE (WITH TEE -BAR ACCESSORY PACK AND PULL -STRING) FROM THE JUNCTION BOX, THROUG' THE CABINET TOP, TO TWELVE INCHES ABOVE THE CEILING THERE TERMINATING IN A SECOND JUNCTION BOX. THE SECURITY KEYPAD AND WIRING WILL BE PROVIDED BY OTHERS, TEMPERATURE SENSOR 0 +7'-9" U.O.N, SHOWN FOR CONCEPT ONLY. SEE MECHANICAL ENGINEER'S PLAN FOR EXACT LOCATIONS �1� DIRTY POWER DUPLEX = 1 CLEAN POWER DUPLEX LZ �J = (1) DATA LINE POWER PLAN NOTES; O 1. ROSS STORES WILL BE INSTALLING A SENSORMATIC LOSS PREVENTION SYSTEM AT ALL NEW STORE LOCATIONS. WHILE THE SYSTEM COMPONENTS AND LOW VOLTAGE WIRING WILL BE INSTALLED BY A ROSS LOSS PREVENTION SUBCONTRACTOR, SOME BASE BUILDING PREPARATION IS REQUIRED TO BE PERFORMED BY THE BUILDING GENERAL CONTRACTOR IN ADVANCE OF THAT INSTALLATION, PROTOTYPICALLY, TWO (2) CLEAN (MAXIMUM 0.5 VOLTS OF NOISE), DEDICATED 20 AMP "LOSS PREVENTION" CIRCUITS OF %%UMATCHED PHASING= ARE REQUIRED TO POWER THE COMBINED SENSORMATIC ELECTRONICS AT EACH STORE (POWER PACK AND PAD ELECTRONICS UNITS). THE POWER PACK IS A BULKY (17" X 14" X 6") UNIT THAT WILL BE LOCATED ON THE BULKHEAD 15" ABOVE THE CEILING AND JUST TO THE WINDOW SIDE OF ENTRY DOOR NUMBER ONE. A 24" HIGH BY 48" WIDE, 1/2" PLYWOOD BACKBOARD IS TO BE INSTALLED IN THIS LOCATION WITH THE BOTTOM 48" EDGE 12" ABOVE AND PARALLEL TO THE CEILING AND THE INSIDE 24" EDGE (THE EDGE NEAREST THE DOOR) IN LINE WITH THE JAMB OF DOOR NUMBER ONE. THIS POSITIONING ALLOWS THE POWER PACK TO BE BOTH CLOSE TO THE DOOR SENSOR PEDESTALS AND IN A LOCATION THAT CAN BE ACCESSED WITHOUT BLOCKING THE DOORS. A DEDICATED 120 VOLT LP QUAD RECEPTACLE (RED SOCKET AND COVER) IS TO BE LOCATED IMMEDIATELY ADJACENT TO THE NON -DOOR SIDE OF THE BACKBOARD. THE DOOR SENSOR PEDESTALS (THERE ARE ONLY THREE, ONE AT THE CENTER AND ONE EACH IN LINE WITH THE OUTSIDE DOOR JAMBS) ARE CONNECTED BY LOW VOLTAGE CONCEALED CONDUIT WIRING TO THE POWER PACK. THE ROSS LOSS PREVENTION SUBCONTRACTOR WILL DO THE INSTALLATION AND WIRING OF THE PEDESTALS TO THE POWER PACK BUT THE GENERAL CONTRACTOR IS TO PROVIDE CONCEALED IN FLOOR CONDUIT TO THE PEDESTAL BASES WITH A CONCEALED CONDUIT RUN (CONCEALED IN A VERTICAL STOREFRONT FRAMING MEMBER BETWEEN DOOR ONE AND DOOR TWO) FROM THE CENTER PEDESTAL TO A POSITION 12" ABOVE THE CEILING AND CENTERED BETWEEN THE DOORS. THESE CONDUIT RUNS ARE TO BE PROVIDED WITH PULL -STRINGS IN PLACE. FINALLY, AT THE TIME OF CHECK-OUT AND TELE -POWER POLE INSTALLATION (REFER TO PROTOTYPE DETAIL 2/D1) THE GENERAL CONTRACTOR IS TO MAKE THE FINAL CONNECTION OF THE NEW CLEAN LP CIRCUITS AT THE FIXTURE J -BOX TO THE PRE -WIRED LP OUTLET (RED SOCKET). THERE WILL BE ONE LP OUTLET AT EACH REGISTER LOCATION DEDICATED TO A PAD ELECTRONICS UNIT (EACH 1.8 AMP PEAK). PROTOTYPICALLY, THERE WILL BE A TOTAL OF EIGHT (8) SEPARATE PAD ELECTRONICS UNITS IN THE CHECK-OUT COMPLEX WITH POWER SUPPLIED THROUGH THREE (3) TELE -POWER POLES TO A TOTAL OF EIGHT (8) SEPARATE PRE -WIRED LP OUTLETS. THE COMBINED LOAD OF THE POWER PACK AND THE EIGHT PAD ELECTRONICS UNITS SHOULD BE EQUALLY DISTRIBUTED BETWEEN THE TWO DEDICATED LP CIRCUITS, THE SITE SPECIFIC SPECIFICATIONS FOR THE SENSORMATIC SYSTEM ARE GOVERNED BY THE ENTRY ARCHITECTURE FOUND AT EACH STORE AND MIGHT DIFFER FROM THAT DESCRIBED ABOVE. THE SENSORMATIC SPECIFICATION FOR EVERY STORE MUST BR VERIFIED PRIOR TO ANY ROUGH -IN OR INSTALLATION BY SENSORMATIC AND APPROVED BY ROSS LOSS PREVENTION. CONTACT THE ROSS CONSTRUCTION MANAGER FOR SUBMITTAL REQUIREMENTS. 2. SEE MECH EQUIPMENT POWER WIRING DETAIL FOR ELECTRICAL REQUIREMENTS. 3. PANEL EMCP-1, SEE DETAIL #3 ON SHEET E3. 4. LIGHTING CONTACTOR PANELS, SEE DETAIL #5 ON SHEET E3. 5. 3/4"T X 72"HX LENGTH AS REQUIRED TELEPHONE TERMINAL PLYWOOD BACKBOARD, PAINTED WITH FIRE RETARDANT PAINT AND BOLTED TO WALL. ALSO, PROVIDE 5/8" X10'-0" COPPER CLAD STEEL GROUND ROD DRIVEN INTO GROUND TOP AT 4" AFF AND INSTALL #4 -GROUND WIRE WITH APPROVED CADWELD CONNECTION WITH 15'-0" SLACK WIRE COILED ON PLYWOOD BACKBOARD. ALSO, PROVIDE CADWELL GROUND CONNECTION TO ELEC, SERVICE GROUNDING SYSTEM. 6. PROVIDE (3) STEEL BOLLARDS (CONCRETE FILLED) IN FRONT OF ELEC. SERVICE EQUIPMENT AND METER. COORDINATE EXACT LOCATIONS PRIOR TO COMMENCING WORK. 7. SEE POWER RISER DIAGRAM, COORDINATE WITH ROSS CONSTRUCTION MANAGER THE EXACT LOCATION PRIOR TO COMMENCING WORK. Cuhaci &Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com O COPYRIGHT All reports, plana, opooifloatlons, computer flea, flsld datn, notoo and other documents are Inetrumsnte of service prepare! by Cuhacl & Paterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Whod & Peterson shall retabn all common low, statuotory and other reserved rights, Including the copyright thereto. My use or reproduction of this document without written pormtaalon from Cuhaci A Paterson Is a violation of i=a1 copyright Iowa. -- --. 1 C I .� ,- L I � C LO �— rLJ < I � i S 0 1 S Z O i Q !• N -1 �u i N <0LL, N - ti LO t LL U 0 ' ED 3 cv CD W L cu 1 0 I � co L0. N a \ UIRED I /SEE DETAIL 6ON' ILLUMINATED SIIGN SLO LOCATION. VER F1HEET E3. YOREQ � REMENTS OS ARERETHROUGHAT EACH i SIGN CONSULTANT, BMA, ATTN: SKIP MOORE, X510-526-0296. I J ------------------------------------------ WALL MOUNTED LIGHT FIXTURE LOCATED IN ENCLOSED AREA OF CANOPY, HALO 012413 WITH 1-60W A-19 POWER PLAN SCALE: 1/8"=V-0" _AU ELECTRICAL P LEGEND ® WIREMOLD AMDTP ALUMINUM TELE -POWER POLE NUMBER 412 IN SATIN ANODIZED FINISH, WITH FLOOR BOOT, TEE -BAR ACCESSORY PACK AND TPB GASKET J -BOX. THE PROVIDED DUPLEX RECEPTACLES ARE TO BE REMOVED FOR DIRECT FEED. DUPLEX RECEPTACLE, 15" A.F.F., U.O.N. 620A20A DEDICATED DUPLEX RECEPTACLE, 15" A.F.F., U.O.N. 6GFI GROUND FAULT RECEPTACLE, 15" A.F.F., U.O.N. 4- PLEX RECEPTACLE, 15" A.F.F., U.O.N. Rfl FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE WITH CONCEALED FEED -BRASS AND FLUSH HINGED COVER. USE CONCEALED UNDERSLAB DISTRIBUTION. SP SURGE PROTECTED RECEPTACLE PASS & SEYMOUR 15A DUPLEX/MODEL IG62620SP ORANGE A TELEPHONE AT 15" A.F.F., U.O.N. (LOCATIONS SHOWN FOR CONCEPT AND MUST BE VERIFIED THROUGH THE ROSS C.M. PRIOR TO INSTALLATION). PROVIDE PLASTER RING AND CONDUIT WITH PULL -STRING STUBBED TO ABOVE CEILING (TYPICAL GW8 INSTALLATION OR SIMILAR PER MOUNTING CONDITION). ROSS INSTALLER WILL PROVIDE AND INSTALL WIRE & JACK. ® DATA OUTLET AT 15" A.F.F., U.O.N. (VERIFY LOCATIONS PRIOR TO INSTALLATION). PROVIDE PLASTER RING AND CONDUIT WITH PULL -STRING STUBBED TO ABOVE CEILING (TYPICAL GWB INSTALLATION OR SIMILAR PER MOUNTING CONDITION). ROSS INSTALLER WILL PROVIDE AND INSTALL WIRE & JACK. S LIGHT SWITCH LOCATION, 42" A.F.F. S3 THREE POLE LIGHT SWITCH, 42" A.F.F. CONDUIT CONCEALED IN WALL OR ABOVE CEILING WITH 2 112, 1 #12 E.G. CONDUCTORS IN 1/2" CONDUIT MIN. U.O.N. - 20#12 I1 CONCEALED .NDUCTORS0IIN 3/4� OR FINISHED GRADE WITH CONDUIT EXPOSED ON WALL OR CEILING WITH 2 #12, 1 #12 E.G. CONDUCTORS IN 1/2" CONDUIT MIN. U.O.N. X11 ISOLATED GROUND ® 277/48OV, 30 PANELBOARD LIGHTING OR POWER PANELBOARD FLOW SWITCH Q TAMPER SWITCH DUAL COAXIAL TV OUTLET WITH 2" CONDUIT TO 6" ABOVE CEILING T.T.B. TELEPHONE TERMINAL BOARD O JUNCTION BOX n PUSHBUTTON +54" A.F.F., USE WEATHER -TIGHT STAINLESS STEEL BUTTON SWITCH AND STAINLESS STEEL FASTENERS. CONNECT TO MATCHING BUZZER NUMBER Q # MOUNT BUZZER ABOVE CEILING AT CUSTOMER SERVICE COUNTER AND ON MEZZANINE. WALL MOUNTED +8'-0" A.F.F.) ALL OTHER LOCATIONS CONNECT TO MATCHING PUSHBUTTON NUMBER, TONES MUST BE DIFFERENT Q THE SECURITY KEYPAD LOCATED ON THE FACE OF THE WING WALL TO THE RIGHT OF THE STOREFRONT IS NOW TO BE LOCATED IN THE SIDE WALL OF THE CUSTOMER SERVICE RETURN CABINET. THE BUILDING GENERAL CONTRACTOR IS TO PROVIDE AND INSTALL A JUNCTION BOX ON THE INSIDE OF THE CABINET (LOCATION AS ILLUSTRATED IN THE FIXTURE DRAWING AVAILABLE FROM THE ROSS CONSTRUCTION MANAGER) AND A SINGLE CHANNEL SATIN ANODIZED COMMUNICATIONS POLE (WITH TEE -BAR ACCESSORY PACK AND PULL -STRING) FROM THE JUNCTION BOX, THROUG' THE CABINET TOP, TO TWELVE INCHES ABOVE THE CEILING THERE TERMINATING IN A SECOND JUNCTION BOX. THE SECURITY KEYPAD AND WIRING WILL BE PROVIDED BY OTHERS, TEMPERATURE SENSOR 0 +7'-9" U.O.N, SHOWN FOR CONCEPT ONLY. SEE MECHANICAL ENGINEER'S PLAN FOR EXACT LOCATIONS �1� DIRTY POWER DUPLEX = 1 CLEAN POWER DUPLEX LZ �J = (1) DATA LINE POWER PLAN NOTES; O 1. ROSS STORES WILL BE INSTALLING A SENSORMATIC LOSS PREVENTION SYSTEM AT ALL NEW STORE LOCATIONS. WHILE THE SYSTEM COMPONENTS AND LOW VOLTAGE WIRING WILL BE INSTALLED BY A ROSS LOSS PREVENTION SUBCONTRACTOR, SOME BASE BUILDING PREPARATION IS REQUIRED TO BE PERFORMED BY THE BUILDING GENERAL CONTRACTOR IN ADVANCE OF THAT INSTALLATION, PROTOTYPICALLY, TWO (2) CLEAN (MAXIMUM 0.5 VOLTS OF NOISE), DEDICATED 20 AMP "LOSS PREVENTION" CIRCUITS OF %%UMATCHED PHASING= ARE REQUIRED TO POWER THE COMBINED SENSORMATIC ELECTRONICS AT EACH STORE (POWER PACK AND PAD ELECTRONICS UNITS). THE POWER PACK IS A BULKY (17" X 14" X 6") UNIT THAT WILL BE LOCATED ON THE BULKHEAD 15" ABOVE THE CEILING AND JUST TO THE WINDOW SIDE OF ENTRY DOOR NUMBER ONE. A 24" HIGH BY 48" WIDE, 1/2" PLYWOOD BACKBOARD IS TO BE INSTALLED IN THIS LOCATION WITH THE BOTTOM 48" EDGE 12" ABOVE AND PARALLEL TO THE CEILING AND THE INSIDE 24" EDGE (THE EDGE NEAREST THE DOOR) IN LINE WITH THE JAMB OF DOOR NUMBER ONE. THIS POSITIONING ALLOWS THE POWER PACK TO BE BOTH CLOSE TO THE DOOR SENSOR PEDESTALS AND IN A LOCATION THAT CAN BE ACCESSED WITHOUT BLOCKING THE DOORS. A DEDICATED 120 VOLT LP QUAD RECEPTACLE (RED SOCKET AND COVER) IS TO BE LOCATED IMMEDIATELY ADJACENT TO THE NON -DOOR SIDE OF THE BACKBOARD. THE DOOR SENSOR PEDESTALS (THERE ARE ONLY THREE, ONE AT THE CENTER AND ONE EACH IN LINE WITH THE OUTSIDE DOOR JAMBS) ARE CONNECTED BY LOW VOLTAGE CONCEALED CONDUIT WIRING TO THE POWER PACK. THE ROSS LOSS PREVENTION SUBCONTRACTOR WILL DO THE INSTALLATION AND WIRING OF THE PEDESTALS TO THE POWER PACK BUT THE GENERAL CONTRACTOR IS TO PROVIDE CONCEALED IN FLOOR CONDUIT TO THE PEDESTAL BASES WITH A CONCEALED CONDUIT RUN (CONCEALED IN A VERTICAL STOREFRONT FRAMING MEMBER BETWEEN DOOR ONE AND DOOR TWO) FROM THE CENTER PEDESTAL TO A POSITION 12" ABOVE THE CEILING AND CENTERED BETWEEN THE DOORS. THESE CONDUIT RUNS ARE TO BE PROVIDED WITH PULL -STRINGS IN PLACE. FINALLY, AT THE TIME OF CHECK-OUT AND TELE -POWER POLE INSTALLATION (REFER TO PROTOTYPE DETAIL 2/D1) THE GENERAL CONTRACTOR IS TO MAKE THE FINAL CONNECTION OF THE NEW CLEAN LP CIRCUITS AT THE FIXTURE J -BOX TO THE PRE -WIRED LP OUTLET (RED SOCKET). THERE WILL BE ONE LP OUTLET AT EACH REGISTER LOCATION DEDICATED TO A PAD ELECTRONICS UNIT (EACH 1.8 AMP PEAK). PROTOTYPICALLY, THERE WILL BE A TOTAL OF EIGHT (8) SEPARATE PAD ELECTRONICS UNITS IN THE CHECK-OUT COMPLEX WITH POWER SUPPLIED THROUGH THREE (3) TELE -POWER POLES TO A TOTAL OF EIGHT (8) SEPARATE PRE -WIRED LP OUTLETS. THE COMBINED LOAD OF THE POWER PACK AND THE EIGHT PAD ELECTRONICS UNITS SHOULD BE EQUALLY DISTRIBUTED BETWEEN THE TWO DEDICATED LP CIRCUITS, THE SITE SPECIFIC SPECIFICATIONS FOR THE SENSORMATIC SYSTEM ARE GOVERNED BY THE ENTRY ARCHITECTURE FOUND AT EACH STORE AND MIGHT DIFFER FROM THAT DESCRIBED ABOVE. THE SENSORMATIC SPECIFICATION FOR EVERY STORE MUST BR VERIFIED PRIOR TO ANY ROUGH -IN OR INSTALLATION BY SENSORMATIC AND APPROVED BY ROSS LOSS PREVENTION. CONTACT THE ROSS CONSTRUCTION MANAGER FOR SUBMITTAL REQUIREMENTS. 2. SEE MECH EQUIPMENT POWER WIRING DETAIL FOR ELECTRICAL REQUIREMENTS. 3. PANEL EMCP-1, SEE DETAIL #3 ON SHEET E3. 4. LIGHTING CONTACTOR PANELS, SEE DETAIL #5 ON SHEET E3. 5. 3/4"T X 72"HX LENGTH AS REQUIRED TELEPHONE TERMINAL PLYWOOD BACKBOARD, PAINTED WITH FIRE RETARDANT PAINT AND BOLTED TO WALL. ALSO, PROVIDE 5/8" X10'-0" COPPER CLAD STEEL GROUND ROD DRIVEN INTO GROUND TOP AT 4" AFF AND INSTALL #4 -GROUND WIRE WITH APPROVED CADWELD CONNECTION WITH 15'-0" SLACK WIRE COILED ON PLYWOOD BACKBOARD. ALSO, PROVIDE CADWELL GROUND CONNECTION TO ELEC, SERVICE GROUNDING SYSTEM. 6. PROVIDE (3) STEEL BOLLARDS (CONCRETE FILLED) IN FRONT OF ELEC. SERVICE EQUIPMENT AND METER. COORDINATE EXACT LOCATIONS PRIOR TO COMMENCING WORK. 7. SEE POWER RISER DIAGRAM, COORDINATE WITH ROSS CONSTRUCTION MANAGER THE EXACT LOCATION PRIOR TO COMMENCING WORK. Cuhaci &Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com O COPYRIGHT All reports, plana, opooifloatlons, computer flea, flsld datn, notoo and other documents are Inetrumsnte of service prepare! by Cuhacl & Paterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Whod & Peterson shall retabn all common low, statuotory and other reserved rights, Including the copyright thereto. My use or reproduction of this document without written pormtaalon from Cuhaci A Paterson Is a violation of i=a1 copyright Iowa. -- --. Harold Hart & Associates, Inc. CONS14T7NG ENGINEERS 4201 'Nast Gray Street : Tampa, Florida 33609 To;.phone (813) 287-2719 Fax (613) 287-5704 E© ;0004221 : PE )17266 REVISION U I OCTOBER 5, 2000 PROJECT NO. - 200111 SCALE 1/8" = 1'-0" DATE SEPTEMBER 5, 2000 DRAWN B.J. POLICE CHECKED SHEET CCS LO �— g < i 0 1 20 ,o Z Harold Hart & Associates, Inc. CONS14T7NG ENGINEERS 4201 'Nast Gray Street : Tampa, Florida 33609 To;.phone (813) 287-2719 Fax (613) 287-5704 E© ;0004221 : PE )17266 REVISION U I OCTOBER 5, 2000 PROJECT NO. - 200111 SCALE 1/8" = 1'-0" DATE SEPTEMBER 5, 2000 DRAWN B.J. POLICE CHECKED SHEET CCS i Z :.: !• 0 <0LL, - co t � t LL LU 0. ' Harold Hart & Associates, Inc. CONS14T7NG ENGINEERS 4201 'Nast Gray Street : Tampa, Florida 33609 To;.phone (813) 287-2719 Fax (613) 287-5704 E© ;0004221 : PE )17266 REVISION U I OCTOBER 5, 2000 PROJECT NO. - 200111 SCALE 1/8" = 1'-0" DATE SEPTEMBER 5, 2000 DRAWN B.J. POLICE CHECKED SHEET CCS C'U CD 0 3 TJ U P-27,29 �--- EDGE OF TILE BORDER INSIDE FACE OF WING WALL ,j� 48" 55" 54 55" 68" 120" ji P1-18,20,22 WIREMOLD TELE -POWER POLE r -__ ______� __-__ -___ �____ ____ __ -_ PROVIDED AND INSTALLED BY GENERAL — CEILING AS OCCURS I I I i j P-2�3 I 1 CONTRACTOR AT PREPARED LOCATION 1 1 1 O I t--- _-----•--r-------I I 1 I I I I O P-27 I P _27 I IN EACH COUNTER GROUP. II �P1 _18 i p1-20 i 0 P1-22 i i ii HVAC HVAC HVAC 1 18/2 TSP 1 2 3 OSA PC `n I I I I I n 18/2 ROOF LINE I i i J -BOX PRE-INSTALLED BY CASEWORK II 3 18 2 TSP I I I 1 MFG'R BELOW EACH REGISTER LOCATION TO OTHER UNITS ) / (8 TYPICAL). FINAL CONNECTION TO BUILDING li NON -LOGIC SYSTEM ONLY TEMP. SENSOR P1-T� I P1-20 ' POWER BY GENERAL CONTRACTOR SEE 2/Dl). 18/2 TSP TO SUPPLY 18/2 TSP I I III TYPICAL ALL I I I I I (II I Q I Q I I I I I II AIR OR AUX. SENSOR HVAC UNITS HUMIDITY SENSOR P-29 I p-29 I 1 �'_ I ___� I II INSTALLED BY E.C. ) (WHEN PRESENT) ---- I -.---- I 1 r— 11 NOTES: II TYPICAL ALL UNITS TEMPERATURE SENSORS i; ' i i P-27 P-27 11 ii (WHEN PRESENT I j i I Q I O I 1. DIVIDE CLEAN ISOLATED GROUND POWER I 1" CONDUIT STUB UP �P1-2Q` P1-2 i (NCR) INTO 3 SEPARATE CIRCUITS, EACH OF ii 4" ABOVE CEILING 18/2 TSP 18/2 TSP WHICH MAY SERVE NO MORE THAN THREE (3) II AINE O HVAC PANEL ��—� _ *. I -- 1 l REGISTERS. II —BOX PHASE MONITOR — -- I I n rl---- 1 u 2. THE GENERAL CONTRACTOR AND THE i -u-� A.F.F. GENERAL'S ELECTRICAL SUBCONTRACTOR TIMECLOCK N.I.C. LCP2 ARE RESPONSIBLE FOR THE FINAL ELECTRICAL !� BURGLAR ALARM PANEL R 277V OR 120V22 4 TO EMCP-1 ( ) CONNECTION OF ALL CHECKOUT AND SERVICE +32" %� A -- (LOCATION PER ROSS C.M. -�— 3" TILE BORDER COUNTER ELECTRICAL DEVICES, FROM THE PRE -WIRED J—BOX AT EACH REGISTER WHERE PRESENT DEDICATED CTR. PHONE LOCATION THROUGH THE INDIVIDUAL POWER REST BOARD F-1 a a ISOLATED GROUND 18/2 POLES AND BACK TO THE NCR AND POWER 1DUPLEX PANELS. ALL WORK IS TO BE DONE IN I SEE PLANFOR ff)(SUPPLIEDACCORDANCE WITH BEST PRACTICE AND EXACT LOCATION. BY LOCAL ELECTRICAL CODES. OVERRIDE P 18/18 ELECTRICAL CONTRACTOR) MOUNT +54"0000 FINISH FLOOR CENTER A.F.. 18/2 TSP 3. THIS LAYOUT IS PROTOTYPICAL. IN THE EVENT THAT A SITE SPECIFIC MANAGER/EQUIP 12/3 FOR 120V PLAN RA -1 IS ISSUED FOR THE PROJECT OFFICE. DEDICATED CIR. THAT LINE OF WALL CONFIGUROUT ATIONNWI RLEGISTER GOVERN. PANEL AND TO NEAREST PANEL SCOPE OF WORK SUMMARY C H E CK OUTA' ' RJE 'A s L Pn'%'N'. I GENERAL REQUIREMENTS 1 /4"-1'-0" TIME D'E"I"AIL N. T. S. A� AND PURCHAMANAGEMENT ED A E MENT SYSTEM (EMS) WILL BE PROVIDED SYMBOLS C & C BUILDING AUTOMATION CO. A.F.F. —ABOVE FINISHED FLOOR 1453 ROLLINS ROAD DM —DEMAND METER WITH PULSE OUTPUT BURLINGAME CA 94010 EMCP —ENERGY MANAGEMENT CONTROL PANEL PH ON (b6)5(�j 685-4044 91 VERIFY ACTUAL NUMBER OF SIGN HM -HUMIDITY SENSOR FAX: 65 $5-4054 �2),3/8"BX FLEX CONDUIT TO OTHER LOADS LOCATIONS AND CIRCUITS REQUIRED ,ROM J—BOX FOR CONNECTION CONDUITS AS REQUIRED HVAC —HEATING VENTILATION AIR GOND UNIT CONTACT: CHUCK CHAVEZ SR. OR CHUCK CHAVEZ JR. ��, W/ SIGN VENDOR PRIOR TO BID LCP —LIGHTING CONTROL PANEL TO NCR & POWER PANEL CIRCUITS ROSS F.C. PRE-INSTALLED3" EMT. INCREASE + > OSA --OUTSIDE AIR TEMPERATURE SENSOR C & C BUILDING AUTOMATION CO. WILL PROVIDE THE FOLLOWING: BY G.C. NOTE: 1 FOR CLEAN 3 GANG BOX W CONDUCTOR SIZE IN ;! FASCIA PC —PHOTOCELL POWER (NCR) & (1) FOR DUPLEX OUTLETS �3) 2 ACCORDANCE WITHTSP —TWISTED SHIELDED PAIR CABLE 1 MAIN CONTROL PANEL AND RELATED HARDWARE. DIRTY POWER. if CLEAN & 1 DIRTY). NOTE 8 OF NEC 18/2 -18 GAUGE 2 CONDUCTOR (STRANDED ONLY) LIGHTING CONTROL PANEL (LCP) AND RELATED HARDWARE. TABLE 310-16. TO LIGHTING AND OTHER -RJ11C TELEPHONE JACK 3 ALL LOW VOLTAGE RELAYS, SENSORS, AND OVERRIDES. NOTE: CLEAN POWER CONTROLLED LOADS 4 COMPLETE SET OF CAD DRAWINGS INDICATING ALL WIRE RUNS, OUTLETS TO BE j LIGHTING CONTROL INTERFACES, AND EMS EQUIPMENT LOCATIONS. 5 A COMPLETE SCOPE OF WORK SPECIFICATION. © © ORANGE COLOR CODED GUT tER PROVIDE ACCESS AND ADEQUA"fE 6 ALL LOW VOLTAGE TERMINATIONS TO THE EMS EQUIPMENT. ® ® ® CLEARANCE TO AREA BEHIND I ROSS F.C. PRE --INSTALLED " ' SIGN FOR INSTALLATION & SERVICE B) CONTRACTOR BID 3 3 8"BX FLEX CONDUIT 6-6A.F.F. LT ( ) / o 0 0 o THE BID PRICE SMALL INCLUDE ALL LABOR REQUIRED TO FROM OUTLET BOX TO PERFORM THE FOLLOWING: J—BOX IN BASE B.F.C. ELECTRICAL LCP-1 ELECTRICAL LCP-2 72" HIGH "ROSS" BOTTOM FEEDS ELECTRICAL CONTRACTOR I PANEL (277V) PANEL (120V) TO REMOTE XFR (N.I.C.) NOTE: ROSS F.C. PRE—INSTALLED nn „L" "P" , 1 INSTALL AND SECURE CONDUIT. 4x4 J—BOX LOCATED INu 0 J J—BOXES) (PROVIDE MIN 2-20A 120V. ELECTRICAL CONTRACTOR SHALL NOT PROCEED WITH EMS WIRING UNTIL THEY RECEIVE 2) PURCHASE AND INSTALL ALL WIRE AND CABLES NECESSARY TO BASE W/ BLANK COVER CIRCUITS TO CCP #3 FOR EA. REQUIRED SITE SPECIFIC DRAWINGS FROM C&C BUILDING AUTOMATION. THE EMS AS SHOWN ON THE EMS BLUEPRINTS. I 3) MOUNT AND JUNCTION ALL LIGHTING CONTROL CANS TO LIGHTING LOCATION) AT DRY LOCATION(S) P NEL3 SPECIFIED BY ROSS SIGN VENDOR 4 ALL LINE VOLTAGE TERMINATIONS TO THE LIGHTING CONTACTORS. -— FIELD INSTALLATION —�-�-- PRE—INSTALLED IN FIXTURE BY —� o 0 0 / FASCIA FRAMING 5 SUPPLY AND INSTALL A PULSE INPUT DEMAND METER AS SHOWN BY GEN. CONTRACTOR I ROSS FIXTURE CONTRACTOR 0 THE EMS BLUEPRINTS. Fj INSTALL AND TERMINATE SUPPLY AIR SENSORS IF REQUIRED 30" HIGH "ROSS"UPPLIED BY C&C BUILDING AUTOMATION CO.). i BOTTOM FEEDS TO REMOTE XFR MECHANICAL CONTRACTOR (FOR NON—LENOX LOGIC SYSTEMS ONLY): LIGHTING CONTROL PANEL "LCP' (N.I.C.) 1) SUPPLY C&C WITH TWO WIRES (IN THE CONTROL CAVITY) TO ENABL LIGHTING PANEL / A D DISABLE THE ECONOMIZER CONTROL. PANEL FEEDER INSTALL CATWALK L�CATIONS 1F REMUIRECONTRACTOR TO PROPER SUPPLY ATR SENSOR CLEAN CLEAN DIRTY 7/71711 7/x / XFR W/ ENCLOSURE N.I.C. REFER TO SECTION 13805 OF ROSS STORES' SPECIFICATION FOR / / FURTHER CLARIFICATION. U) a ® NOTE: SEE EXTERIOR ELEVATION FOR ACTUAL LOCATION & VERIFY W/ I t t t RED WIRE NUT ROSS SIGN CONSULTANT, BMA (ATTN: SKIP MOORE (510) 526-0296)' t t 1 GROUND DIRTY Er"'1002"k PLUG To Box11 10 A 5 I N.T.S. E`T Isil03% N R 0"MTre"' E " ,% Y T SYSTEM I L `"I T t 1 i 1 N.T.S. N.T.S. CLEAN POWER 1�\ BXRF EXES NCONDUITS CONDUIT TO TO J—BOX IN BASE NCR PANEL ' —'—^• �� PRE—INSTALLED CIRCUITING GUIDELINES =--- Z_ __ -- -----� �\ 4x4 J—BOX IN BASE BRACKET BOARD BY G.C. BY FIXTURE CONT'R ' NOTE: THESE GUIDELINES SHALL PREVAIL WHERE A CONFLICT SUSPENDED CEILING BY G.C. ---_-- -----_ --,--� T;-\- ------------`"--- EXISTS WITH PANEL SCHEDULE OR LCP DETAIL. - YELLOW WIRE DOME LOCATED AT FRAGRANCE - - - - --- - NUTS TYW E DO -1 INCLUDES: ®CASE, VERIFY LOCATION PRIOR RUN COAXIAL CABLE ABOVE CEILING. LASER SET ELEVATI TO INSTALLATION. TERMINATE IN MANAGERS OFFICE WITH SPECIFICATIONS: DIRTY POWER1/3 SALES & FITTING AREA CEILING LIGHTING (CENTER TUBES). COAXIAL TV OUTLET(SEE PLAN FOR . A.F.F. CONDUIT TO RED WIRE NUT ALL LIGHTING IN OFFICES, STOCK ROOMS AND COMMON AREAS. EXACT LOCATION). USE TEFLON COATED 1, DOME SOURCE: I +10'-6 1 " �— VALANCE IS A SEC 3.17 LHI POWER PANEL (LOUNGE, RESTROOM, CORRIDORS) EXHAUST FANS, IF REQUIRED BY LOCAL CODES. PROVIDED I ITEM FURNISHED BY ROSS, BUT ELECTRIC WATER COOLERS. COUNTER N.I.C. AND INSTALLED BY GENERAL CONTRACTOR. SHORTAGE CONTROL INC. A.F.F. STRONGVILLE, OHIO I I INSTALLED BY G.C. DO -2 INCLUDES: J BOX PHONE 216-238-5432 CONTINUOUS TWO TUBE NOTES:- KEY 11— (E x%11 (- ,�-� ,�� ABOVE ( F OR�gC T STRIP gY G.C. it V A i' 1z � �L I � 1 CEILING 2. DOME SPECIFICATION: \ / s�� ELEC CAL DWGS. OTHER 2/3 SALES & FITTING AREA CEILING LIGHTING (OUTER TUBES). ` MIRISCAN SMOKED DOME BLACK WIRE SALES AREA VALANCE LIGHTING, SALES AREA DECORATIVE AND DISPLAY I� I l� ® ALL ELECTRICAL COMPONENTS ------ _ 1 ( I MODEL 2x21aw LIGHTING INCLUDING WINDOW AND DISPLAY CASE RECEPTACLES IF POSSIBLE. __ i I & WIRING IN COUNTER B.F.C. �'- L_ r I J PROVIDED CAMERA QME AND TYP 3. CABLE SPECIFICATION: RG -6U VALANCE BRACKET IS A FINAL CONNECTION TO BUILDING WHITE WIRE DO -3 INCLUDES: I{-�'. �j 11 1 / � !I V� �� SEC 3.17 LHI ITEM FURNISHED POWER B.G.C.L �� I INSTALLED BY 4. NOTE: A HARD -CEILING STYLE DOME GREEN WIRE GENERAL CONTRACTOR BY ROSS, BUT INSTALLED ALL EXTERIOR SIGNAGE I II I II I � � I SEE SPECIFICATIONS (SEE PLAN A-1), AVAILABLE FROM BY G.C. ® UL APPROVAL TAGS FOR B.F.C. PRE— (GROUND) W ._� =_, I ( I ( SHORTAGE CONTROL, IS REQUIRED DQ -4 INCLUDES: r INSTALL CAMERA DOMES INSTALLATION ARE IN PLACE WHEN WIRE NUT AFTER CASEWORK IS IN THE CEILING OF THE CASH OFFICE. LASER SET ELEVATION 1l _t- I J INSTALLED 5. ALL COMPONENTS ARE TO BE SHIPPED. IMMEDIATELY NOTIFY ROSS (YELLOW UON) EXTERIOR LIGHTING NOT DIRECTLY OVER DOORS PROVIDED AND INSTALLED BY SEE DETAIL 14/D2 C.M. IF TAGS ARE MISSING. 50' COIL OF COAXIAL CABLE GENERAL CONTRACTOR . COORDINATE DO -5 INCLUDES: COAXIAL FITTING BY ABOVE CEILING W/MALE INSTALLATIOPENING MON AW// ROS STOREC.M. ® ALL B.F.0 ELECTRICAL WIRE IS 12 GA. EXTERIOR LIGHTING DIRECTLY OVER DOORS FOR SECURITY GENERAL CONTRACTOR SEE KEY FOR COLOR CODE. DO -6 INCLUDES: ® TELE—POWER POLE, POLE INSTALLATION ACCESSORIES, AND POWER HOT WATER HEATERS AND HOT WATER CIRCULATION PUMP INSTALLATION ARE BY THE GENERAL CONTRACTOR. DO -7 INCLUDES CUSTOMER SERVICE /CHECKOUT COUNTER • TELEPHONE AND DATA WIRING OF THE CHECK—OUTS ARE BY A DAY LIGHTING, DUCT HEATERS, UNIT HEATERS OR OTHER MISC. EQUIPMENTS ROSS CONTRACTOR AFTER G.C. INSTALLATION OF TELE—POWER POLE. 10'-0" SLOTWALL PANEL 4 C% 0 -No N E C " T I %ej% 1`41 8 AMER""A Dvj"%ME DETAIL N.T.S. 7 (031HO"CUITING" GWIDELINE0 N.T.S. N.T.S. SLOTWALL SYSTEM IS A SEC 3.17 LHI ITEM FURNISHED BY ROSS AND INSTALLED BY 1-1/4" x 7" BRACKET BOARD, KD, FAS, YELLOW POPLAR VALANCE BRACKET IS A CONTINUOUS TWO TUBE CAULK VALANCE / CEILING PROVIDE SEISMIC ROSS SPECIFIED INSTALLER. PRE—PRIMED AND PRE—PAINTED FACE & BOTTOM WITH SEMI— SEC 3.17 LHI ITEM FURNISHED FLUORESCENT STFUP BY JOINT TO MAKE LIGHT AND LATERAL GLOSS ENAMEL IN A COLOR TO MATCH DUNN—EDWARDS #76 BY ROSS, BUT INSTALLED G.C. — SEE ELEC L DWGS. TIGHT BRACING FOR "CHALKY". LASER SET LEVEL WITH BOTTOM EDGE AT +10'-6 1/4" BY G.C. AT 30" O.0 MOUNT 1/4" BELOW BRACKET VALANCE IF AND PLYWOOD BACKING AND KINDORF CHANNEL A.F.F. INSTALL IN MAXIMUM PRACTICAL LENGTHS (8' MIN — 14' MAX) BLOCK. MINIMIZE ELECT'L AS MAY BE REQ'D WALL OR FURRING SUBSTRATE (QR EQUAL) IN CONTINUOUS ALIGNMENT WITH MITERED AND SEALED JOINTS. CONDUIT / FLEX BELOW CEILING, BY LOCAL CODE BY G.G. (SEE DET 7/D-2). SECURE WITH THREE CONTINUOUS BEADS OF CONSTRUCTION KEEP AT BACK SIDE OF VALANCE NOTE: 8x8x6 RISC SUPPLIED ADHESIVE AND (2) USG 2-1/4" TYPE S-12 SCREWS AT EACH STUD. ONLY AND PAINT ADJACENT SURFACE. . MATCH SENSORS FILL SCREW HOLES AND TOUCH—UP 6" WALL BASE BY G.C. MOUNTED TO BY C&C BUILDING BRACKET BOARD FOR UNBLEMISHED SIDE OF CAN AUTOMATION APPEARANCE. MUST NORTH UST BE FACING (4) 3/16" x 2" LAG SCREW WITH+11'-0" � FULL PENETRATION THROUGH A.F.F. N I BRACKET BOARD AND PLYWOOD ��----�' (USE PRE—DRILLED HOLES). 1/2" EMT a +10'-6 1/40 MOUNTING SCREWS MUST Q A.F.F. NOT PENETRATE OR TELE— GRAPH THRU VALANCE FACE. 1 /2" ROOFJACK LIGHT VALANCE IS A (EALED SECTION 3.17 LHI ITEM APPROPRIATELY) FURNISHED BY ROSS, BUT INSTALLED BY THE G.C. 02 01 4 11 ouFFIT I L 3/4t0=1,_0)1 FIELD APPLIED McCUE BUMPER VALANCE TRIM PROVIDED AND INSTALLED AT BOTTOM EDGE OF VALANCE BY G.C.: SEE MATERIAL ITEM #21, SHEET D-4. ' &NO CHANGES N.T.S. 3))=1)_0j) i` i Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www,c-p.com ®COPYRIGHT All reports, plane, spsolffcatlons. computer flies, field date, notes and other docum4nts are Instruments of service prepared by Cuhacl & Peterson, Architects as instrumenta of service remain thepr of Cuhacl do Peterson, Architects.ad & Peterson shall retain all common law, statuatory and other rooawd tights, Including the apyright thereto. Any use or reproduction of this document without written parmleskn from Cuhod & Peterson W a violatkn of l edsrot copyright laws, Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Gray Street e Tampa, Florida 33609 relephone (813) 267-2719 Fax (813) 287-5704 E8 400042221 : PE ,$17286 REVISION 1 OCTOBER 5, 2000 I PROJECT NO. 200111 ISCALE AS SHOWN DATE SEPTEMBER 5, 2000 DRAWN B.J. POLICE CHECKED SHEET FIRE ALARM LEGEND SYMBOL DESCRIPTION FLS FIRE ALARM CONTROL PANEL WITH DUAL LINE DIALER (PANEL SHALL BE MONITORED) ANN FIRE ALARM ANNUNCIATOR PANEL Q MANUAL FIRE ALARM PULL STATION 48" A.F.F. 1) DUCT SMOKE DETECTOR O SMOKE DETECTOR O HEAT DETECTOR WWN WATERFLOW SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) CD TAMPER SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) FIRE ALARM COMBINATION HORN/STROBE MOUNTED AT 80" A.F.F. OR AS SHOWN ON PLANS �Q WP WEATHERPROOF HORN IN WEATHERPROOF BOX (IF REQUIRED) RT REMOTE LED/TEST SWITCH. ❑K LOCK BOX (IF REQUIRED) ® RELAY SHUT DOWN AS REQUIRED FIRE ALARM STROBE MOUNTED AT 80" A.F.F. OR AS SHOWN ON PLANS. Q GONG — FURNISHED BY SPRINKLER CONTRACTOR (IF REQUIRED) EOL END OF LINE RESISTOR FIRE ALARM & DETECTION SYSTEM SPECIFICATION 1. GENERAL 1.1 RELATED DOCUMENTS a. General Conditions of the entire Specifications apply to work under this Section. 1.2 SCOPE OF WORK a. Work includes furnishing materials, equipment, labor, and services as required to install complete fire alarm system as specified or indicated. System shall be completely operable installation as required even though every minor component may not be indicated or specified. 1.3 SYSTEM DESCRIPTION a. System shall be an open circuit, non -coded, supervised type system with battery back-up and charger as manufactured by Silent Knight. 2 PRODUCTS 2.1 EQUIPMENT AND DEVICES SEE FIRE ALARM LEGEND ON THIS SHEET. 3. EXECUTION 3.1 INSTALLATION REQUIREMENTS a. The system shall be installed in accordance with all state and local ordinances, the latest edition of the National Electrical Code, and N.F.P.A. #72C and #101, and all requirements of the Americans with Disabilities Act (ADA). b. A complete set of point-to-point wiring diagrams will be provided with shop drawings. C. All wiring shall be installed in conduit and shall be #16 AWG minimum. d. Fire alarm system installer must be a licensed distributor and contractor for the specific manufacturer being submitted. N CD c L M i C rt) Q Q S y CJ C? O CU CJ7 4 M CU CU L0 0 U 0 D o.1 3 a Q Q1 cc Ln Cu ID 0 cc, n ry J O l a U U EOL (TYPICAL ZONE 2 OF EACH ZONE)--,,-,.- EOL RTU -6r --r RTU -5 �-- 4_ z _j RT R RTU -4f --r ZONE 3 ZONE 1 RT R RTU-3�-2--,I /!1 RT R / RTU -21- RT R � 2 RTU -1 -- EOL SIGNAL CIRCUIT #1 PROVIDE REQUIRED RELAYS FOR FAN SHUT—DOWN. ALSO PROVIDE (1) REMOTE TEST SWITCH ON FLUSH ON CEILING BELOW UNIT (TYPICAL). ZONE 4 ZONE 5 FIRE ALARM 3/4" EMPTY CONDUIT WITH CONTROL PULL WIRE TO TELEPHONE PANEL TERMINAL CABINET NEAR "ANN" "FACP" BACK ENTRY P-32 #6 THW CU GROUND. CONNECT TO BUILDING SERVICE GROUND. FIRE ALARM RISER DIAGRAM NO SCALE NOTE: SEE FLOOR PLAN FOR DEVICE LOCATIONS AND QUANTITY. ROUTE AND CONNECT TO SPRINKLER FLOW AND TAMPER SWITCHES. (VERIFY QUANTITY) FIRE ALARM RISER DIAGRAM NO SCALE FIRE ALARM SYSTEM NOTES: 1. VERIFY LOCATION OF ALL DEVICES AND PANEL WITH FIRE MARSHALL AND ROSS REPRESENTATIVE PRIOR TO ROUGH -IN. 2. PROVIDE & INSTALL ALL "FIRE MARSHALL APPROVED" SIGNAL TRANSMISSION EQUIP. FOR MUNICIPAL TIE-IN. COORDINATE W/FIRE DEPT. 3. TROUBLE AND ALARM INITIATIONS TO TRANSMIT SEPARATE AND DISTINCT SIGNALS TO MONITORING STATION. 4. INCOMING "FIRE" ALARM INITIATIONS SHALL OVERRIDE "TROUBLE" INITIATIONS. 5. SEPARATE "TROUBLE" AND "ALARM" SIGNALS SHALL BE ANNUNCIATED FOR ZONES AT CONTROL PANEL 6. SUBMIT SHOP DRAWINGS TO FIRE MARSHALL FOR APPROVAL PRIOR TO ROUGH -IN. 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 72, ADA REQUIREMENT, ALL STATE AND LOCAL CODES. 8. UPON ACTIVATION OF FIRE ALARM SYSTEM, ALL SOUND SYSTEMS SHALL BE SHUNTED. 9. ANNUNCIATOR PANEL SHALL HAVE KEY SILENCER AND RE -SET. 10. MONITOR ANY DRY PIPE SYSTEMS, LOW AND HIGH AIR PRESSURES. 11. VERIFY QUANTITY AND LOCATION OF ALL TAMPER AND FLOW SWITCHES WITH SPRINKLER CONTRACTOR PRIOR TO ROUGH -IN. 12. SMOKE AND HEAT DETECTORS SHALL BE ON ALARM VERIFICATION CIRCUITS. 13. ALL STROBE CIRCUITS SHALL BE PIPED SEPARATE FROM SPEAKER CIRCUITS AND ALL ZONES SHALL BE PIPED INDIVIDUALLY BACK TO FIRE ALARM PANEL PER LOCAL CODE. 14. FIRE RISER DIAGRAM IS SHOWN DIAGRAMMATIC. ACTUAL NUMBER OF DEVICES ON SIGNAL CIRCUITS AND ZONES PER MANUFACTURER AND SHOWN ON SHOP DRAWINGS. SCALE: 1/2"=1'-0" it II 2" CONDUIT W/PULL STRING FOR SALES TERMINALS. STUD UP 6" ABOVE CEILING II II II II REFER TO RACK - CONFIGURATIONS S C A L E: 1/2" = 1'-0" LZ :t - N RACK 20 AMP --ff RACK 20 AMP --9 I TION (EQUIPMENT) Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET. www.c—p.com OGGPYRIGHT Au reports, plan., sp.olnoatlorm computer nee. field data. notes and other documents ars Instruments of sw%ks prepared by Whool Q Peterson, Architects as Instruments of eervloe remain theproperty of Cuhocl k Peterson. Architects. Qirod h Peterson shall retain dl common law, statuotory and other reserved rights, kndudkng On copyright thereto. Any use or reproduction of this document without written permkselon from Whod k Peterson Is a violation of Fedad copyright laws. V 6"X6" J -BOX +18" SYMBOL ASYNC BRIDGE (SAB) BY ROSS z Q J::) ISP BY ROSS -- E L E V A S C A L E: 1/2" = 1'-0" LZ :t - N RACK 20 AMP --ff RACK 20 AMP --9 I TION (EQUIPMENT) Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET. www.c—p.com OGGPYRIGHT Au reports, plan., sp.olnoatlorm computer nee. field data. notes and other documents ars Instruments of sw%ks prepared by Whool Q Peterson, Architects as Instruments of eervloe remain theproperty of Cuhocl k Peterson. Architects. Qirod h Peterson shall retain dl common law, statuotory and other reserved rights, kndudkng On copyright thereto. Any use or reproduction of this document without written permkselon from Whod k Peterson Is a violation of Fedad copyright laws. V z z Q J::) W M z WWN � CD L.LQCzl 0 U) LUQ W W 0coW M L.L 00 z 0 Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Cray Street : Tampa, Florida 33609 Telephone (813) 287-2719 Fax (813) 287-5704 ES #0004221 : PE #17286 REVISION & OCTOBER 5, 2000 PROJECT NO. 200111 SCALE 1/8- = 1' -0 - DATE SEPTEMBER 5, 2000 DRAWN B.J. POLICE CHECKED SHEET =El a' N C c C_ <a C f 1 S O O r7 cv QI CU tai ccs a SQUARE -D, "MDP" MAIN I -LINE, TYPE 'HCM', 65,000 ATC MAIN U CKT POLE 9 TRIP TYPE FEEDER 8 0 N C c C_ <a C f 1 S O O r7 cv QI CU tai ccs ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. (TYP.) 30/3/25 D.E. 7 120V. J 4aov F7,71 WP MDP -8 60/3/35 D.E. 120V. J 48ov PT II—d wP 30/3/30 D.E. f 480V 71-7 WP MDP -9 30/3/20 D.E. 4B0V 11—Fi WP 30/3/30 D.E. 480V MDP -7 30/3/15 D.E. Di 480V RTII—r, %P MDP -10 IMDP-5 MDP-64-�-- REFER TO PANEL "MDP" FOR WIRE AND CONDUIT SIZES. EQUIP. POWER WIRING DETAILS N.T.S. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH—IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS: 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS, 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). 6. PROVIDE WATERTIGHT/WATERPROOF PITCH POCKET FOR CONDUITS PENETRATION THRU ROOF. ALSO PROVIDE LIQUIDTIGHT FLEX CONDUIT CONNECTIONS AS REQUIRED. SERVICE EQUIPMENT_ EQUIPMENT GROUND BAR NEUTRAL CONNECTION OF BONDING BUS FULL SIZE GROUND JUMPER ENCLOSURE CONDUCTOR TO BLDG. (TYP) STEEL AND FOUNDATION REINFORCING STEEL FULL SIZE GROUNDING CONDUCTOR PER N.E.C. 250-94. (SEE POWER RISER DIAGRAM) EXTERIOR METAL WATER, INTERIOR GAS AND INTERIOR FIRE SPRINKLER FULL SIZE PIPE PER N.E.C. 250-80. -- 5/8" x 20'-0" COPPER GROUND ROD (TYP. OF 2) ell6'-0" MIN. GroLnding ElectrodeConductor Detail NO SCALE #1 #1 #1 #1 #1 REFER TO SHELL DRAWINGS 2 SETS OF 4—#350 MCM CU, 1—#1 E.G. IN 3"C. EACH. PULSE METER 600 C.T. 3 UTILITY CABINET XFMR (soov) wP WP 45 KVA TRANSFORMER EQUAL TO SQUARE 'D' 3--#12 IN 1/2"C. FOR PHASE CAT. #45T3H LOSS MONITOR —i 9NO T 30 KVA 4—##3, 1—#8 E.G., 1—#3 I.G. PNL LCP PNL LCP #8 PNL IN 1 1/4-C. "L" 1 "P" 2 - "P1„ 4—#1/0, 1— #6 E. G., T IN 2"C. 45 KVA A 77 #6 CU GND— L30 KVA TRANSFORMER 1 #2/0 CU. GROUND TO TWO (2) 3/4"x2O'—O" GROUND RODS DRIVEN 6' APART, TO MAIN COLD WATER PIPE AND BUILDING STEEL. 2 SETS OF 4—#350 MCM CU IN EXISTING SEE GROUNDING ELECTRODE CONDUCTOR 4" CONDUITS DETAIL THIS SHEET. ,POWER RISER DIAGRAM NOT TO SCALE TOTAL CONNECTED LOAD: 193.69 KW 0 48OV., 30 = 233 AMPS O1 SURGE PROTECTOR EQUAL TO MCG CAT.#MZC-277Y. SURFACE MOUNTED 277/480V., 30, 4W. POLE TRIP BKR N0. AMP POLE SQUARE -D, "MDP" MAIN I -LINE, TYPE 'HCM', 65,000 ATC MAIN U CKT POLE 9 TRIP TYPE FEEDER 8 0 CONDUIT jr 4#10 FLA KVA 1 3 I '1 150 KC 4-#1/0, 1-#6 E.G. LIGHTING 2" PANEL "L" LIGHTING 71 58.86 2 3 rJ 70 ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. (TYP.) 30/3/25 D.E. 7 120V. J 4aov F7,71 WP MDP -8 60/3/35 D.E. 120V. J 48ov PT II—d wP 30/3/30 D.E. f 480V 71-7 WP MDP -9 30/3/20 D.E. 4B0V 11—Fi WP 30/3/30 D.E. 480V MDP -7 30/3/15 D.E. Di 480V RTII—r, %P MDP -10 IMDP-5 MDP-64-�-- REFER TO PANEL "MDP" FOR WIRE AND CONDUIT SIZES. EQUIP. POWER WIRING DETAILS N.T.S. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH—IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS: 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS, 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). 6. PROVIDE WATERTIGHT/WATERPROOF PITCH POCKET FOR CONDUITS PENETRATION THRU ROOF. ALSO PROVIDE LIQUIDTIGHT FLEX CONDUIT CONNECTIONS AS REQUIRED. SERVICE EQUIPMENT_ EQUIPMENT GROUND BAR NEUTRAL CONNECTION OF BONDING BUS FULL SIZE GROUND JUMPER ENCLOSURE CONDUCTOR TO BLDG. (TYP) STEEL AND FOUNDATION REINFORCING STEEL FULL SIZE GROUNDING CONDUCTOR PER N.E.C. 250-94. (SEE POWER RISER DIAGRAM) EXTERIOR METAL WATER, INTERIOR GAS AND INTERIOR FIRE SPRINKLER FULL SIZE PIPE PER N.E.C. 250-80. -- 5/8" x 20'-0" COPPER GROUND ROD (TYP. OF 2) ell6'-0" MIN. GroLnding ElectrodeConductor Detail NO SCALE #1 #1 #1 #1 #1 REFER TO SHELL DRAWINGS 2 SETS OF 4—#350 MCM CU, 1—#1 E.G. IN 3"C. EACH. PULSE METER 600 C.T. 3 UTILITY CABINET XFMR (soov) wP WP 45 KVA TRANSFORMER EQUAL TO SQUARE 'D' 3--#12 IN 1/2"C. FOR PHASE CAT. #45T3H LOSS MONITOR —i 9NO T 30 KVA 4—##3, 1—#8 E.G., 1—#3 I.G. PNL LCP PNL LCP #8 PNL IN 1 1/4-C. "L" 1 "P" 2 - "P1„ 4—#1/0, 1— #6 E. G., T IN 2"C. 45 KVA A 77 #6 CU GND— L30 KVA TRANSFORMER 1 #2/0 CU. GROUND TO TWO (2) 3/4"x2O'—O" GROUND RODS DRIVEN 6' APART, TO MAIN COLD WATER PIPE AND BUILDING STEEL. 2 SETS OF 4—#350 MCM CU IN EXISTING SEE GROUNDING ELECTRODE CONDUCTOR 4" CONDUITS DETAIL THIS SHEET. ,POWER RISER DIAGRAM NOT TO SCALE TOTAL CONNECTED LOAD: 193.69 KW 0 48OV., 30 = 233 AMPS O1 SURGE PROTECTOR EQUAL TO MCG CAT.#MZC-277Y. SURFACE MOUNTED 277/480V., 30, 4W. POLE TRIP BKR N0. AMP POLE SQUARE -D, "MDP" MAIN I -LINE, TYPE 'HCM', 65,000 ATC MAIN BKR N/A LUGS 600A CKT POLE FRAME TRIP TYPE FEEDER 8 0 CONDUIT SERVES 4#10 FLA KVA 1 3 200 150 KC 4-#1/0, 1-#6 E.G. LIGHTING 2" PANEL "L" LIGHTING 71 58.86 2 3 100 70 FC 3-#4, 1-#8 E.G, 1/2" 1" PANEL "P" VIA XFMR 1/2" 28 23.12 3 3 100 45 FC 3-#8, 1-#10 E.G. LIGHTING 3/4" PANEL "P1" VIA XFMR 4#10 13 10.5 4 3 100 30 FC - LIGHTING - TVSS CANOPY LIGHTING - - 5 3 30 20 FC 3-#10, 1-#10 E.G. 1#10 3/4" RTU -5 (HEATING) 2G - 1 - - 15 12.32 . 6 3 30 15 FC 3-#10, 1--#10 E.G. 22 _ 1 - - 3/4" RTU -6 (HEATING) _ 1656 15 12.32 7 3 30 30 FC 3-#10, 1-#10 E.G. 1#12 3/4" RTU -3 (HEATING) 26 - 1 - - 17 14.07 8 3 30 25 FC 3-#10, 1-#10 E.G. 28 - 1 _ - 3/4" RTU -1 (HEATING) 2#10 17 14.07 9 3 30 30 FC 3-#10, 1-#10 E.G. 32 - 1 3/4" RTU -2 (HEATING) _ 21 17.82 10 3 60 35 FC 3-#8, 1-#10 E.G. _> 1" RTU -4 (HEATING) - 23 18.98 11 3 100 25 FC 3--#10, 1-#10 E.G. - 3/4" COMPACTOR 38 14 11.63 12 3 100 20 FC 3-#12, 1-#12 E.G. - 1/2" PHASE LOSS MONITOR 1 - - 13 3 100 - - - TOTAL CONNECTED LOAD: 47.09 KVA (U AMPS) TOTAL DEMAND LOAD: 5$.86 KVA (11 AMPS) - SPACE ONLY 16740 - - CONNECTED AMPS PER PHASE 59 60 56 2#12 1 1#12 1/2 EF -2 -1yo-2L 31 20 1 TOTAL DEMAND LOAD 234 193.69 HACR RATED BREAKER SURFACE MOUNTED PANEL "L" MAIN BKR N/A 277/48OV., 30, 4W. SQUARE "D" TYPE "NF", 22,000 AIC (INTEGRATED) MAIN LUGS 225A POLE TRIP BKR N0. AMP POLE WIRE GND GND COND SERVES LOAD V.A. POLE TRIP BKR GND N0, AMP POLE WIRE WIRE GOND SERVES A ¢ 8 0 C A 1 20 1 3 20 1 4#10 1#10 1/2' LIGHTING 2160 2#10 >2160 2 20 1 4 20 1 4#10 1#10 LL 20 1 1/2_ LIGHTING 2160 2160 LIGHTING LIGHTING 2116 60 5 20 1 LIGHTING LIGHTING 2160 21603-X12 7 20 1 4#10 1#10 1/2" LIGHTING 8 20 1 1Q 20 1 4#10 1#10 20 1 1/2" LIGHTING 2160 9 20 1 LIGHTING LIGHTING 2160 2160 2124 11 20 1 LIGHTING LIGHTING 2165 13 20 1 4#10 1#10 1/2" LIGHTING 14 20 1 2#12 1#12 1/2", SECURITY LIGHTING 5564 1620 15 20 1 LIGHTING 16 20 1 2#8 1#10 3/4"'1 CANOPY LIGHTING 17 20 1 LIGHTING 18 20 1 2#12, 1#12 1/2" NEON LTG 2500 1534 19 20 1 2#10 1#10 1/2" NIGHTLIGHT/EMERG. 2G - 1 - - - SPACE ONLY 1564 620 21 20 1 3# 12 1# 12 1/2- / STOCKROOM LIGHTING 22 _ 1 - - - SPACE ONLY _ 1656 23 20 1 STOCKROOM LIGHTING 24- 1 - - - SPACE ONLY 1656 25 20 1 2#12 1#12 1/2" NIGHTLIGHT/EMERG 26 - 1 - - - SPACE ONLY 1656 27 20 1 4#10 1#10 1/2" VALENCE LIGHTING 28 - 1 _ - - SPACE ONLY 2#10 29 20 1 VALENCE LIGHTING — 30 - 1 _ _ - SPACE ONLY 1 31 20 1 VALENCE LIGHTING 32 - 1 - SPACE ONLY _ 33 - 1 - - - SPACE ONLY 34 - 1 - - SPACE ONLY _> 1 - - - SPACE ONLY 1000 SPACE ONLY 100 1 - - - SPACE ONLY 38 2112 SPACE ONLY 1 E20 - - - SPACE ONLY 40 - 1 - - - SPACE ONLY _ 1 2#12 1 #12 1 /2" LCP-1 42 _ 1 - - 3#8 SPACE ONLY 1/2" TOTAL CONNECTED LOAD: 47.09 KVA (U AMPS) TOTAL DEMAND LOAD: 5$.86 KVA (11 AMPS) CONNECTED V.A. PER PHASE 16260 16740 15590 LIGHTING: 47.09 KVA 0 1.25 D.F. = 58.86 KVA CONNECTED AMPS PER PHASE 59 60 56 BREAKER SHALL BE LOCKED IN THE "ON" POSITION. #1 - VIA "LCP-1", SEE DETAIL #7 ON SHEET E3 FOR CIRCUITING GUIDELINES IG IG IG IG IG IG IG IG 11 IG. — INDICATES ISOLATED GROUND SURFACE MOUNTED 200% RATED 120/208V., 30, 4W. NEUTRAL SQUARE "D" T POLE TRIP BKR CND NO. AMP POLE WIRE WIRE GOND SERVES 1 20 1 PA RECEPT. 3 20 1 4#10 2#10 3/4" PRINTER 5 20 1 MONITOR 7 20 1 COMPUTER RECEPT. 9 20 1 4110 2#10 3/4" COMPUTER RECEPT. 11 20 1 COMPUTER RECEPT. 13 20 1 2#10 2#10 1/2" LOSS PREVENTION 15 20 1 2#10 2.#10 1/2" LOSS PREVENTION 17 - 1 - - - SPACE ONLY 19 - 1 - - - SPACE ONLY 21 - 1 - - - SPACE ONLY 23 - 1 - - - SPACE ONLY 25 - 1 - - - SPACE ONLY 27 - 1 - - - SPACE ONLY 29 -- 1 - - - SPACE ONLY TOTAL CONNECTED LOAD: CONNECTED V.A. PER PHASE j.Q,� KVA (21 AMPS) TOTAL DEMAND LOAD: - ]4,� KVA (29. MAPS) #2 EQUAL TO SQUARE D CAT, #30T3H SEE TRANSFORMER DETAIL SURFACE MOUNTED PANEL "P" MAIN BKR 150A 120/208V., 30, 4W. SQUARE "D" TYPE "NQOD", 10,000 AIC (INTEGRATED) MAIN LUGS N A POLE TRIP N0. AMP 8KR POLE WIRE GND WIRE COND SERVES LOAD V.A. POLE TRIP N0. AMP BKR POLE WIRE GND WIRE COND SERVES A 0 8 0 C 4 1 20 1 2#10 1#10 1/2- RECEPTACLES 1000 2 20 1 2#10 1#10 1/2' TRACK LTG. 1800 3 20 1 3#10 1 #10 1 /2" SIGN 4 20 1 2#10 1#10 1/2- TRACK LTG. 1800 5 20 1 SIGN 6 20 1 2#10 1#1 0 " 1/2 RTU MAINT. RECEPT. 720 7 20 1 2#10 1#10 1/2- FLOOR RECEPT. 8 20 1 2#10 1 #10 1/2" FRANGRANCE CASE 500 1 sso 1 CONNECTED AMPS PER PHASE 11 IG. — INDICATES ISOLATED GROUND SURFACE MOUNTED 200% RATED 120/208V., 30, 4W. NEUTRAL SQUARE "D" T POLE TRIP BKR CND NO. AMP POLE WIRE WIRE GOND SERVES 1 20 1 PA RECEPT. 3 20 1 4#10 2#10 3/4" PRINTER 5 20 1 MONITOR 7 20 1 COMPUTER RECEPT. 9 20 1 4110 2#10 3/4" COMPUTER RECEPT. 11 20 1 COMPUTER RECEPT. 13 20 1 2#10 2#10 1/2" LOSS PREVENTION 15 20 1 2#10 2.#10 1/2" LOSS PREVENTION 17 - 1 - - - SPACE ONLY 19 - 1 - - - SPACE ONLY 21 - 1 - - - SPACE ONLY 23 - 1 - - - SPACE ONLY 25 - 1 - - - SPACE ONLY 27 - 1 - - - SPACE ONLY 29 -- 1 - - - SPACE ONLY TOTAL CONNECTED LOAD: CONNECTED V.A. PER PHASE j.Q,� KVA (21 AMPS) TOTAL DEMAND LOAD: - ]4,� KVA (29. MAPS) #2 EQUAL TO SQUARE D CAT, #30T3H SEE TRANSFORMER DETAIL SURFACE MOUNTED PANEL "P" MAIN BKR 150A 120/208V., 30, 4W. SQUARE "D" TYPE "NQOD", 10,000 AIC (INTEGRATED) MAIN LUGS N A POLE TRIP N0. AMP 8KR POLE WIRE GND WIRE COND SERVES LOAD V.A. POLE TRIP N0. AMP BKR POLE WIRE GND WIRE COND SERVES A 0 8 0 C 4 1 20 1 2#10 1#10 1/2- RECEPTACLES 1000 2 20 1 2#10 1#10 1/2' TRACK LTG. 1800 3 20 1 3#10 1 #10 1 /2" SIGN 4 20 1 2#10 1#10 1/2- TRACK LTG. 1800 5 20 1 SIGN 6 20 1 2#10 1#1 0 " 1/2 RTU MAINT. RECEPT. 720 7 20 1 2#10 1#10 1/2- FLOOR RECEPT. 8 20 1 2#10 1 #10 1/2" FRANGRANCE CASE 500 1 sso 9 20 1 2#12 1#12 1/2- T.T.B. 10 20 1 2#10 1#10 1/2- RTU MAINT. RECEPT. 540 1000 11 20 1 2#10 1#10 1/2" MAINT. REC/LTG. 12 14 20 2 2#12 1 #12 1 /2" EWN lacca oo 13 20 1 2#12 1#12 1/2- EWC'S 1000 < 1000 15 20 1 3112 1#12 1/2* R.R. RECEPT. 16 20 1 2#10 1#10 1/2- BUZZER 1000 650 17 20 1 RECEPTACLES 18 20 1 2#12 1#12 1/2" RECEPTACLES 540 562 19 20 1 3#12 1#'12 " 1/2- APPLIANCE RECEPT. 20 20 1 4#10 1#10 " 1/2" VENDING 1000 21 20 1 MICROWAVE 22 20 1 VENDING 1000 > 23 25 20 1 2112 1#12 " 1/2" EF -1 24 20 1 REFRIG.' 780 720 26 20 13#10 1 #10 1 /2" JEWELRY COUNTER REC. iso 27 20 1 3#8 1#10 1/2" RECEPTACLES 28 20 1 JEWELRY COUNTER REC. 760 29 20 1 RECEPTACLES 20 1 2#12 1 1#12 1/2 EF -2 -1yo-2L 31 20 1 2#10 1#10 1/2* RECEPTACLES <900 20 1 2#12 1#12 1/2- FACP 50032 33 - 1 - - - SPACE ONLY 34 -- 1 - - - SPACE ONLY W> 35 - 1 - - - SPACE ONLY > 36 - 1 - - - SPACE ONLY 37 - 1. - - - SPACE ONLY 38 - 1 - - - SPACE ONLY _> 39 - 1 - - - SPACE ONLY 40 - 1 - - - SPACE ONLY 41 20 1 2#12=1 1 /2" EMCP1 PANEL 42 20 1 2#12F1 #12 1/2" LCP-2 PANEL 100 TOTAL CONNECTED LOAD: 25=22KVA (Z,3 AMPS) TOTAL DEMAND LOAD: 23,12 KVA (64 AMPS) CONNECTED V.A. PER PHASE 11582 8580 6962 LIGHTING: 3& KVA 0 1.25 D.F. = 4j KVA RECEPT.: 1H KVA, FIRST 10,000 A 100%, REMAINING 0 50% _ 14 KVA MISC.: A&Z KVA 0 1.00 D.F. mm A&Z KVA CONNECTED AMPS PER PHASE 97 1 72 58 #2 — VIA "LCP-2", SEE DETAIL #7 .ON SHEET E3 FOR CIRCUITING GUIDELINES IG IG IG IG IG IG IG IG I0 IG #2 #2 #2 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com O COPYRM T All reperta plans, spodkotionuk computer flea. Aad data, notes and other documanta are narlmmants of service prepared by Cuhod dt Peterson, Architects as instruments of service ramain the property of Cuhod a Peterson. Architects. Cuhod & Peterson shill retain all m. mco law, statuatory and other reserved rights, inchiding the copyright thereto. Any use or reproduction of this document without ewittsn permlasion from COW k Potarson Is a vidatian of Federal copyright Iowm ti L. IG IG IG IG IG IG IG IG I0 IG #2 #2 #2 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com O COPYRM T All reperta plans, spodkotionuk computer flea. Aad data, notes and other documanta are narlmmants of service prepared by Cuhod dt Peterson, Architects as instruments of service ramain the property of Cuhod a Peterson. Architects. Cuhod & Peterson shill retain all m. mco law, statuatory and other reserved rights, inchiding the copyright thereto. Any use or reproduction of this document without ewittsn permlasion from COW k Potarson Is a vidatian of Federal copyright Iowm Harold Hart & Associates, Inc. GONSULIING ENGINEER$ ---4'201 'Nest Gray Streal : Tampa, Florida 3:609 Telephonu (613) 2V-2719 Fax (613) 267-5704 E© #0004221 : PE ,f17266 REVISION & OCTOBER 5, 2000 I PROJECT NO. 200111 iSCALE NTS DATE SEPTEMBER 5, 2000 DRAWN B.J. POLICE �� SHEET E-5 ne w w O w L 00 LL 1 6 w o aLL LUU Harold Hart & Associates, Inc. GONSULIING ENGINEER$ ---4'201 'Nest Gray Streal : Tampa, Florida 3:609 Telephonu (613) 2V-2719 Fax (613) 267-5704 E© #0004221 : PE ,f17266 REVISION & OCTOBER 5, 2000 I PROJECT NO. 200111 iSCALE NTS DATE SEPTEMBER 5, 2000 DRAWN B.J. POLICE �� SHEET E-5 SANr'L'-'PJ.UljlI .011`Jf& RCPT,. , z THESE: PLANS : , I. ia+;_,n.-Y,r`;) , WO rX)'rIL:)ITIa;)PJALLY AC.C.'r'rT.t1 T' `. J-.a{1sal,.l BE - -.- WITH ai'lt i.`j..- 1.1• � ., � � '10 VIOLATE, ,..1�r,., AMY fl.,afitii—I,AL_L ... .., _ ,.., � - � ,_ � �u:=�lJ : • �. ::?• r..:1 .�.`d s., � �� ..., rs'—�ir:,L71P,1 G'. r 4411 AMNS ON THE CODW,, t . FL, o DA d � T i 1 W CD ?7 L+ rrl '• r i d � T i 1 W O O OCCUPANCY LOAD 8 MEANS OF EGRESS PLAN M OCCUPANT AREA LEGEND & CALCULATION W FITTING ROOMS, SALES AREA: MP 26,957 SQ. FT./30 SQ.FT. � 899 PEOPLE STOCK ROOM, ELECTRICAL ROOM, JANITOR'S CLOSET, Z W EQUIPMENT CLOSET: Q 1,635 SQ. FT./300 SQ.FT. = 5 PEOPLE � OFFICES, LOUNGE, FITTING ROOMS' FOYER, J TOILETS, AND MISC. AREAS: 1,607 SQ. FT./100 SQ.FT. = 16 PEOPLE GROSS TOTAL SQUARE = 30,199 SQ. FT. OCCUPANT = 920 PEOPLE FEET LUQ W �z LOAD SYMBOL LEGEND �— - — - -- - -- MAIN EGRESS PATH �-- - - --- - - SECONDARY EGRESS PATH AREA W TOTAL SQUARE It NO. OF FEET PEOPLE Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803--2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com m COPYRIGHT All reports, plans, specifications, computer files, field doto, notes and other documents are instruments of service prepared by Cuhoci & Peterson, Architects as instruments of service remain the property of Cuhoci & Petersen. ArchitectsCuhoci do Peterson sholl retain all common iaw, statuatory and other reamed rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhoci & Peterson is a violation of Federol copyright laws, REVISION 1 109-29- 30 2 111-21-00 3 1 � I 5 1 6 1 7 I PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN W CHECKED MP z Z W o Q Q � J J �U z� LUQ W �z z ao m CCe) U) LLI U 0 REVISION 1 109-29- 30 2 111-21-00 3 1 � I 5 1 6 1 7 I PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MS CHECKED MP z Q J () U) W C� W LL O r � z Q Ln t W I� N ❑ C'7 z Q ❑ ❑ Or Q o 00 Z < J LL U �p z W U) ate. Q �� C/) W� O0'z ~� 0 d �� =U U) O REVISION 1 109-29- 30 2 111-21-00 3 1 � I 5 1 6 1 7 I PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MS CHECKED MP SHEET A-0 C) O N m D m r D -G O C a r --i N CD N m CD v N A D "ON -GRADE" DOCK -- — — — 2 — — — T__3 — — — 4 5 6 7 8 9 (SEE TYP. - " • DESCRIPTION AT I o • : 214'-0" RIGHT) W/ FROMMELT I M Go I - 2.6' 6"L - ._ - - =f3-------------- 38'-6" 10'-0" 23'-6" 3'-6" 6'-0" 16'-6" 26' 6" DOCK SHELTER, HOOD, � �' �--__---_ BOTTOM MPER PAD & `n Q 2.0 30'-10" I 7" 10' 0" T� 20'-0" 5» I 21'-16 5"� 10'-2" 7"� 1 10'- 7"1 I 19'-T T8" 12'-2" 6" 4 4.4 EXISTING FIRE A-8 A-10 A-6 C------------ �_-- __J SPRINKLER RISER 115 Q I _----------- -- o I MAIN — o J I FF N — — N — — CO 3 I I u;» I ELEC. ROOM L MEN'S MTM I \ I A-7 15 811 1 o f o1 112 I =I I L I I I L ROOM00 I I l A I rT WOM i I \ 106 \ J \ �� J I / \ LOIWI(� I 1 °c' 1, 4�• I I L L L T �I I- I_ 109 - - FURRED WALLS FOR - 107 I I ■ INSULATION co, 1`1 - - '� - I / - \ �- �J J CON RFT L L FffTM ROOM C° I TRUCK PAD 28'-5" STOCK ROOM N ID -021 II �\ I I�� 1 FOYER 11�/N \ , — LL — L N L G LJ I ` / ( OFFICE HALL I Q 60'-4" I 7 27'-8" - 5" 1 ,-0" 5" 3'- " - 117 I-1 MANAGER'S 13 I .n 16 OFFICE(DL \ `n _ 2 104 I \ A-6 _ \ �� V-1 F-1 J�� - � J I o to TOLET VES I CASH I II \ ao I - I I- I- Ito ` ALIGN I-1 111 12 J I fi OFFICE s I r FULL HT. FULL HT. FULL HT. FULL HT. / I - - I I 1 I I �— — — — ALIGN — I — — —� Irl I � MA-1 30'-6"(VL) 5 '-11" IF 0 FULL HT. FULL HT. 23 QIJPNENT FULL JANTQEM CLOSET16 - - - -- DELAYED EXIT DEVICE I ' 9 WITH CONCEALED 1 � 1 � 1'10" 21 J INSTALLATION AND - - - - - - - - APPROVED DETECTION A_7o A-9 b SYSTEM, NO EXTERIOR G.C. TO VERIFY EXACT w 0 T A �- HOOD, FULL DOOR ROSS RA -1 PILAN. I I t I HARDWARE, RAIN DOOR LOCATION WITH � I I � G.C. TO VERIFY ALL DIM. I WITHLLJ I WEATHERING W/ 0 ROSS RA -1 PLAN PRIORQ SEALS, RAIN DRIP AND Q I TO CONSTRUCTION. W I W t UDOOR BOTTOM, ADA C3 Q V v V F ITHRESHOLD AND n - LANDING. a Z I U LTILE "A" - TILE "B" TILE "B" I L T TILE All Q Q Z HERE AND ELSEWHERE, GOURMET W j SLOTWALL SYSTEM L1 WILL BE PROVIDEDb AND INSTALLED BY I I TILE "An ROSS SPECIFIED CONTRACTOR AS A - SECTION LHI ITEM. SEE ROSS DESIGN GUIDELINE ART 3, EXISTING I SPEC. 3.17 AND I I I I SIDEWALK DETAIL 1O/D2 & 7/D2 I I TILE "A" I PHONE 58" AFF HERE AND ELSEWHERE, SAFETY (ELEC. OUTLET) 15" AFF THE FOUR SALES I I I I PHONE 58" AFF 1 SAFETY (ELEC. OUTLET) 115" AFF H FLOOR PERIMETER WALL ARE TO BE STRIGHT & UNBROKEN EXCEPT WHERE EXISTING INTERRUPTED AT EXTERIOR I OPENINGS AND THE I I WALL I FOUR MAIN CORNERS I LINE OF VALANCE ABOVE. SEE CID IREFLECTED CEILING I 1 PLAN TILE "B„ 0 J FIELD TILE "A' BORDER TILE "B" I 3 I I 2 A-4 4 I I I I TLE "B" A-4 A-4 TILE "B" I 1 00 A-4 I � V) 10 1 0 I I I I I 0L 1 N TILE: "n' p TILE "A" 5 L__._ TILE "Al' L TILE "A" o A -6I I I I I I I I A--6 to GWB COLUMN ENCLOSURE TYP. - to I n_ - o PHONE 58 ALL - -- - - - - r`tj EXISTING OPENING TO NOTE I MOUNTING HEIGHT OF WALL BE BLOCKED UP W/ �r PHONES IS GIVEN AS A CLEAR GONG. BLOCK. FINISH HEIGHT ABOVE THE FLOOR, TO MATCH EXISTING. J THE CFNTFR LINE OF THE I U' I WALL JACK IS 3 1127 HIGHER. -1 I ao N E LO, C 13 U 005 EXISTING DEMISING WALL Z F - UQ 31'--8" V.I.F. I C.C. TO VERIFY ALL DIM. WITH ROSS RA -1 PLAN PRIOR TO CONSTRUCTION. I TILE "A" G.C. TO VERIFY ALL DIM. WITH ROSS RA -1 PLAN PRIOR TO CONSTRUCTION. 0 N 1f LI_ L\ J39'-11" VERIFY (VL) I I 5`1 5'-0" U-3" + SALES FLOOR I I�o1 3" 6'-6" 3" 2'-6" VL SALES FLOOR WID H 157'-Sli SLO ALLS SAFETY (FLEC. OUTLET) 15" AFF I 45'-4" 40'-9" VL 35'-8" I I I I 11 1 NEW 1 -HOUR RATED DEMISING I I WALL 3" v-0" S'l 33'-4" V I. F. PHONE 58" ALL - SAFETY (ELEC. OUTLET) 15" AFF G.C. TO VERIFY ALL IDIM. WITH ROSS RA --1 PLAN P IOR TO CONSTRUCTION. I TILE"All 4'-7" 4'-7" 5,_8„ 10'-0" 12'- I F -I F -F= T CART RAILINGS WILL BE PROVIDED AND INSTALLED BY I i �' I I U I __LV�� 1 A ROSS SPECIFIED I� CONTRACTOR AS A SEC 3.17 LHI ITEM, SEE DESIGN GUIDE LINE ART 3, SEC 3.17 AND j I I DEL 5/A-7. _jII -r — I -------- - — n L�_j S IN 7s, 2 -6 0 37'-6"VL 6'-6" I 26'-10"VL 871r 7" 41'-2" 3'-0' 2'-2" S 0 6'-0" 6' 0" 1 Q u 2„ u u 2» I I 1 �- - - C- N 24" HIGH KNEE WALL d 24" HIGH KNEE WALL _------- - 2 1 Kr II 25'-6" I 1 27,-27 I 4'-8" 13'-1" 4'-8" 13 -1" Y 101-cr — 31'-10"VL — 33' 6"VL EXISTING SIDEWALK ------- ------- FLOOR PLAN SINGLE ACTING OFFSET PIVOTS W/ INTERMEDIATE- - EXISTING HANDICAP NO EXTERIOR HARDWARE, ADA THRESHOLD AND CIL } CURB RAMP SCALL: 1/8" = V-0" LANDING - ___..__ D I - SINGLE ACTING OFFSET PIVOTS W/ INTERMEDIATE EXTERIOR PULLS AND CYLINDER, S.S. SIGNAL BUTTON, ADA THRESHOLD AND LANDING - - - DELAYED EXIT DEVICE WITH CONCEALED INSTALLATION AND APPROVED DETECTION SYSTEM, NO EXTERIOR HARDWARE, RAIN HOOD, FULL DOOR WEATHERING W/ SEALS, RAIN DRIP AND DOOR BOTTOM, ADA THRESHOLD AND LANDING. .0. NO OBJECT CREATING AN OBSTRUCTION TO CIRCULATION OR TO VISIBILITY IS TO BE PLACED IN FRONT OF THF - - ROSS ELEVATION WITHOUT THE SPECIFIC WRITTEN APPROVAL OF ROSS FOR EACH OBSTRUCTION. NEW CANOPY IS NOT PART OF TENANT INTERIOR WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT. THIS WORK TO BE REVIEWED AND APPROVED BY ROSS STORE. CONSTRUCTION NOTES: 1. FOR ADDITIONAL INFORMATION AND DETAILS NOT INCLUDED HERE, SEE CURRENT ROSS PROTOTYPE DRAWING SET DATED AUGUST 20, 1997 WITH REVISION DATE OF JUNE 6, 2000, DESIGN GUIDELINE DATED MAY 1, 1997, AND THE MOST RECENT PROTOTYPE AMENDMENT (CURRENTLY DATED JUNE 12, 2000). 2. THE BASIS FOR THIS PLAN IS LANDLORD'S DRAWING 20055BAS.DWG AND THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION. NEVERTHFI_FSS, THE ACCURACY OF THE PLAN, LOCAL CODE COMPLIANCE ANT THE SUITABILITY OF THE EXISTING CONDITIONS FOR THE PROPOSED USE ARE NOT GUARANTEED. THESE MUST BE VERIFIED BY THE GENERAL CONTRACTOR WITH INACCURACIES AND UNSUITABLE CONDITIONS REPORTED TO THE ARCHITECT OF RECORD IN WRITING. 3. IF CHANGES ARE REQUIRED TO BE MADE IN THIS PLAN OR ANY ROSS REQUIREMENT YOU MUST CONSULT WITH AND OBTAIN THE WRITTEN APPROVAL OF THE ROSS STORE ARCHITECT FOR EACH CHANGE. 4. ALL WALLS ARE PRESUMED TO BE DRAWN AND DIMENSIONED TO THE FACE OF FINISH. AN ALLOWANCE HAS BEEN ASSUMED FOR FURRING, PLYWOOD AND SLOTWALL ON THE SALES FLOOR PERIMETER WALLS. THE APPROPRIATENESS OF THESE ALLOWANCES MUST BE CHECKEDAND PROPOSED ADJUSTMENTS MADE BY GENERAL CONTRACTOR TO BE REPORTED IN WRITING TO ARCHITECT OF RECORD TO REFLECT THE ACTUAL ASSEMBLIES DESIGNED AND DETAILED IN THE CONSTRUCTION DOCUMENTS. 5. THE CONFIGURATION OF THE AISLES AND CHECK OUT AREA, AS WELL AS PHONE, OUTLET AND OTHER OBJECT LOCATIONS IDENTIFIED TO BE VERIFIED ARE SHOWN FOR CONCEPT ONLY. A DIMENSIONED ROSS RA -1 AISLE PLAN WILL BE ISSUED BY THE ROSS C.M. TO ESTABLISH REQUIRED AISLE LAYOUT AND OBJECT LOCATIONS. GENERAL CONTRACTOR TO LAYOUT AISLES AND THOSE OBJECTS ONLY AS SHOWN ON THE ROSS "RA -1 AISLE PLAN". 6. PLEASE VERIFY THE SUITABILITY AND ACCURACY OF THIS PLAN INCLUDING COLUMN LOCATIONS AND SIZES, UTILITY ENTRANCES, PERIMETER WALL CONSTRUCTION AND ASSEMBLIES, RISER LOCATION, DIMENSIONS AND OTHER CONDITIONS THAT AFFECT THE ARCHITECTURAL USE OF THE SPACE. GENERAL CONTRACTOR TO REPORT ALL DISCREPANCY IN WRITING TO ARCHITECT OF RECORD TO REFLECT ON CONSTRUCTION DOCUMENTS. LEGEND: 01 STUDS ® 16" O.C. WITH TYPE "X" GYPSUM BOARD D BOTH SIDES UP TO EXISTING STRUCTURAL DECK ABOVE Co 0I UL NUMBER U465. 1O_ NEW 8" CONCRETE MASONRY UNIT WALL Q z W I z W TILL "A' I V ..r• I V (DRAWING LAYER B-SHELL-ABCDIMFS) U Q F z� Q w Cl) (DRAWING LAYER B-WATI-ABCDIMFS) z I (y � IS INDICATED BY A DASHED LINE (FOF OF SLOTWALL). 0 0 Z Q in ¢zI 3-5/8" METAL STUD PARTITION, SEE DET 2/A-12 Q (DRAWING LAYER BWATIABCDIMFS) G.C. TO VERIFY ALL IDIM. WITH W 6" METAL STUD PARTITION ROSS RA -1 PLAN PRIOR �- FULL HEIGHT WALL TO UNDERSIDE OF STRUCTURE, FULL HT. SEE DET 1/A-12. (DRAWING LAYER B-WATI-ABCDIMFS) TO CONSTRUCTION. ACCOUSTICALLY INSULATED WAI L, SEE DET 13/A-12 (DRAWING LAYER B-WATI-ABCDIMFS) 1/2 -INCH ADA CDX PLYWOOD BACKING BEHIND GWB. /_1\I SEE DET 8/A-12. (DRAWING LAYER B-WATI -ABCDIMFS) - - - - LINE OF BRACKETED LIGHT VALANCE ABOVE, SEE DET 11/A-12. (DRAWING LAYER AVAL-AC) -- - ANCHORING PLATE FOR STOCKROOM SHELVING, V.L. ALIGN SURFACES 7s, 2 -6 0 37'-6"VL 6'-6" I 26'-10"VL 871r 7" 41'-2" 3'-0' 2'-2" S 0 6'-0" 6' 0" 1 Q u 2„ u u 2» I I 1 �- - - C- N 24" HIGH KNEE WALL d 24" HIGH KNEE WALL _------- - 2 1 Kr II 25'-6" I 1 27,-27 I 4'-8" 13'-1" 4'-8" 13 -1" Y 101-cr — 31'-10"VL — 33' 6"VL EXISTING SIDEWALK ------- ------- FLOOR PLAN SINGLE ACTING OFFSET PIVOTS W/ INTERMEDIATE- - EXISTING HANDICAP NO EXTERIOR HARDWARE, ADA THRESHOLD AND CIL } CURB RAMP SCALL: 1/8" = V-0" LANDING - ___..__ D I - SINGLE ACTING OFFSET PIVOTS W/ INTERMEDIATE EXTERIOR PULLS AND CYLINDER, S.S. SIGNAL BUTTON, ADA THRESHOLD AND LANDING - - - DELAYED EXIT DEVICE WITH CONCEALED INSTALLATION AND APPROVED DETECTION SYSTEM, NO EXTERIOR HARDWARE, RAIN HOOD, FULL DOOR WEATHERING W/ SEALS, RAIN DRIP AND DOOR BOTTOM, ADA THRESHOLD AND LANDING. .0. NO OBJECT CREATING AN OBSTRUCTION TO CIRCULATION OR TO VISIBILITY IS TO BE PLACED IN FRONT OF THF - - ROSS ELEVATION WITHOUT THE SPECIFIC WRITTEN APPROVAL OF ROSS FOR EACH OBSTRUCTION. NEW CANOPY IS NOT PART OF TENANT INTERIOR WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT. THIS WORK TO BE REVIEWED AND APPROVED BY ROSS STORE. CONSTRUCTION NOTES: 1. FOR ADDITIONAL INFORMATION AND DETAILS NOT INCLUDED HERE, SEE CURRENT ROSS PROTOTYPE DRAWING SET DATED AUGUST 20, 1997 WITH REVISION DATE OF JUNE 6, 2000, DESIGN GUIDELINE DATED MAY 1, 1997, AND THE MOST RECENT PROTOTYPE AMENDMENT (CURRENTLY DATED JUNE 12, 2000). 2. THE BASIS FOR THIS PLAN IS LANDLORD'S DRAWING 20055BAS.DWG AND THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION. NEVERTHFI_FSS, THE ACCURACY OF THE PLAN, LOCAL CODE COMPLIANCE ANT THE SUITABILITY OF THE EXISTING CONDITIONS FOR THE PROPOSED USE ARE NOT GUARANTEED. THESE MUST BE VERIFIED BY THE GENERAL CONTRACTOR WITH INACCURACIES AND UNSUITABLE CONDITIONS REPORTED TO THE ARCHITECT OF RECORD IN WRITING. 3. IF CHANGES ARE REQUIRED TO BE MADE IN THIS PLAN OR ANY ROSS REQUIREMENT YOU MUST CONSULT WITH AND OBTAIN THE WRITTEN APPROVAL OF THE ROSS STORE ARCHITECT FOR EACH CHANGE. 4. ALL WALLS ARE PRESUMED TO BE DRAWN AND DIMENSIONED TO THE FACE OF FINISH. AN ALLOWANCE HAS BEEN ASSUMED FOR FURRING, PLYWOOD AND SLOTWALL ON THE SALES FLOOR PERIMETER WALLS. THE APPROPRIATENESS OF THESE ALLOWANCES MUST BE CHECKEDAND PROPOSED ADJUSTMENTS MADE BY GENERAL CONTRACTOR TO BE REPORTED IN WRITING TO ARCHITECT OF RECORD TO REFLECT THE ACTUAL ASSEMBLIES DESIGNED AND DETAILED IN THE CONSTRUCTION DOCUMENTS. 5. THE CONFIGURATION OF THE AISLES AND CHECK OUT AREA, AS WELL AS PHONE, OUTLET AND OTHER OBJECT LOCATIONS IDENTIFIED TO BE VERIFIED ARE SHOWN FOR CONCEPT ONLY. A DIMENSIONED ROSS RA -1 AISLE PLAN WILL BE ISSUED BY THE ROSS C.M. TO ESTABLISH REQUIRED AISLE LAYOUT AND OBJECT LOCATIONS. GENERAL CONTRACTOR TO LAYOUT AISLES AND THOSE OBJECTS ONLY AS SHOWN ON THE ROSS "RA -1 AISLE PLAN". 6. PLEASE VERIFY THE SUITABILITY AND ACCURACY OF THIS PLAN INCLUDING COLUMN LOCATIONS AND SIZES, UTILITY ENTRANCES, PERIMETER WALL CONSTRUCTION AND ASSEMBLIES, RISER LOCATION, DIMENSIONS AND OTHER CONDITIONS THAT AFFECT THE ARCHITECTURAL USE OF THE SPACE. GENERAL CONTRACTOR TO REPORT ALL DISCREPANCY IN WRITING TO ARCHITECT OF RECORD TO REFLECT ON CONSTRUCTION DOCUMENTS. LEGEND: X DETAIL REFERENCE XX SECTION REFERENCE X 11 XX SECTION SYMBOL SHEET NUMBER ELEVATION NUMBER X -*-WALLS SHOWN IN XX ELEVATION SHEET NUMBER C. M. ROSS CONSTRUCTION MANAGER EWC ELECTRIC WATER COOLER IPF INCHES PER FOOT SS SERVICE SINK OR SANITARY SEWER WH WATER HEATER FEW FULL HEIGHT WALL CT CERAMIC TILE GWB GYPSUM WALL BOARD S.T.D. SLOPE TO DRAIN F.E. FIRE EXTINGUISHER R.D.G. ROSS DESIGN GUIDELINES J.C. JANITOR'S CLOSET Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com m COPYRIGHT NI reporte, plana, specifications, computer files, field data, notes and other documents aro instruments of service prepared by Cuhoci do Peterson. Nchitecto as instruments of service remain the property of Cuhaci do Paterson. Architects. Cuhocl dr Peterson sholl retain ail common law, stotuotory and other reserved rights, including the copyright thereto_ Any use or reproduction of this document without written permission from Cuhaci do Peterson is a violation of federal copyright lawn. NEW DEMISING WALL 1 -HOUR FIRE RATED 6" MLTAL STUDS ® 16" O.C. WITH TYPE "X" GYPSUM BOARD D BOTH SIDES UP TO EXISTING STRUCTURAL DECK ABOVE UL NUMBER U465. ]� NEW 8" CONCRETE MASONRY UNIT WALL Q NEW 6" METAL STUDS ® 16'-0" O.C. W/ 5/8 DENS GLASS GOLD SHEATHING AND 3/4" E.I.F.S. TEXTURED FINISH. BASE BUILDING CONSTRUCTION, 12 -INCH ALLOWANCE. (DRAWING LAYER B-SHELL-ABCDIMFS) U I M z� FURRED WALL, SEE DETAIL 4/RD2 TYPICAL w Cl) (DRAWING LAYER B-WATI-ABCDIMFS) SLOTWALL SYSTEM OVER 1/2 -INCH PLYWOOD BACKING (y � IS INDICATED BY A DASHED LINE (FOF OF SLOTWALL). 0 SEE DET 7 & 11 SHEET D-2. Z (DRAWING LAYER A-SLATW-AC, TURN OFF LAYER AREA) in 3-5/8" METAL STUD PARTITION, SEE DET 2/A-12 (DRAWING LAYER BWATIABCDIMFS) 6" METAL STUD PARTITION (DRAWING LAYER B-WATI-ABCDIMFS) FULL HEIGHT WALL TO UNDERSIDE OF STRUCTURE, FULL HT. SEE DET 1/A-12. (DRAWING LAYER B-WATI-ABCDIMFS) ACCOUSTICALLY INSULATED WAI L, SEE DET 13/A-12 (DRAWING LAYER B-WATI-ABCDIMFS) 1/2 -INCH ADA CDX PLYWOOD BACKING BEHIND GWB. 00 SEE DET 8/A-12. (DRAWING LAYER B-WATI -ABCDIMFS) - - - - LINE OF BRACKETED LIGHT VALANCE ABOVE, SEE DET 11/A-12. (DRAWING LAYER AVAL-AC) -- - ANCHORING PLATE FOR STOCKROOM SHELVING, V.L. ALIGN SURFACES -- FLOORING TRANSITION, THRESHOLD, SADDLE, FTC_ INDICATES ALTERNATE LOCATION FOR THIRD SALES FLOOR EMERGENCY EXIT. YOU MUST CONSULT WITH AND OBTAIN THE PRIOR Z0 APPROVAL OF THE ROSS STORE ARCHITECT FOR ANY PROPOSED CHANGE IN EXITING. TELEPHONE X DETAIL REFERENCE XX SECTION REFERENCE X 11 XX SECTION SYMBOL SHEET NUMBER ELEVATION NUMBER X -*-WALLS SHOWN IN XX ELEVATION SHEET NUMBER C. M. ROSS CONSTRUCTION MANAGER EWC ELECTRIC WATER COOLER IPF INCHES PER FOOT SS SERVICE SINK OR SANITARY SEWER WH WATER HEATER FEW FULL HEIGHT WALL CT CERAMIC TILE GWB GYPSUM WALL BOARD S.T.D. SLOPE TO DRAIN F.E. FIRE EXTINGUISHER R.D.G. ROSS DESIGN GUIDELINES J.C. JANITOR'S CLOSET Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com m COPYRIGHT NI reporte, plana, specifications, computer files, field data, notes and other documents aro instruments of service prepared by Cuhoci do Peterson. Nchitecto as instruments of service remain the property of Cuhaci do Paterson. Architects. Cuhocl dr Peterson sholl retain ail common law, stotuotory and other reserved rights, including the copyright thereto_ Any use or reproduction of this document without written permission from Cuhaci do Peterson is a violation of federal copyright lawn. REVISION 1 109-29-00 2 111-21-00 3 1 4 1 5 1 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31- 00 DRAWN MS/MM CHECKED MP SHEET A-1 W D zO W coJ �c- QD Q � L0 � U I M z� w Cl) W O ryw (y � W 0 CO Z REVISION 1 109-29-00 2 111-21-00 3 1 4 1 5 1 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31- 00 DRAWN MS/MM CHECKED MP SHEET A-1 �c- QD L0 I M f` - C'7 Q 00 Z0 Q lL z Ir- ❑ J O W C/)/� O �Cy LL U C/) LL z w f O 0 W �'�/ O cy) C/3 ~ T REVISION 1 109-29-00 2 111-21-00 3 1 4 1 5 1 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31- 00 DRAWN MS/MM CHECKED MP SHEET A-1 N K J W OI U 4 ( 5) 6 7 8 9 214'--O" STOCKROOM 102 ?_6'-6" ------ --------- j 38'-6" 10'-O" 23'-6" 3'-6"I. 6'-0" 16'-6" 26'-6" OPEN T STRUCTU E 4 ! ELECTRICAL #112 WOMEN'S FITTING #107 MEN'S FIT,FING #106 FITtING FOYER #108 MEN'S #115 JAN, #1;16 WOMEN'S '114 CASH OFFIC LiOUNGE #109 MANAGER OPEN TO GYP.BOARD GYP.BBOARD + 9'-0" AFF. GYP.BOARD GYP.BO RD GYP.BOARD ARD 9'--0" AFF. OFFICE CO� C________________—_____ -- STRUCTURE + 9'-0" AFF. + 9'-0" AFF. 8'-6" AFF. + 9'-0" ATE. + + 9 -0" AFF. _ -�— L -_ El -III L ED DOCK LIGHT I a � � I 0 0 F UO IN N I I inVN MOUNT AS HIGH AS POSSIBLE 11 ME AIM 11M■■r� r;. -ill , .. ■ 1�� M IVA I ANN 1111111 Car" wis NO 11 a EN Em I II I��Iliii��l'■�I�■■��■■III��■'!'�.:'©'a"I'��''�'0®'�"�'ll.�M" ""1�C®0®E1111 ' ___'_ "1�II■ �r��t��l��l� ��I��II��II_��n■��ii�� ms`s 11110 �lll■- _--�- ON ��i�l®� '�®�IC��■.. ® "��:C'�■■��'I��I.�:�© Q0 �I ®��1 1°C:iC ��i�®�� II�� mail 11 ENE011111111111111WENM ANNM 011111110111111EMEN A� 411, NO ommmmmmmmmmmmm o■-m-_---mm-i-_--�� 311,I 11I1E11E111E1= mmm I I I N I L 10 _ ( J H CG F C A 2 3 ; 4 5 6 7 8 9 10 11 12 214'-0" NEW ALUMINUM 711 GUTTER 26'-6" 18'-6" 38'-6" 10'-d' 23'-6" 3'-6' 6'-0" 16'-6" 26'-6" 29'-1" I I I I I I NEW R6 OF ® EXISTING GUTTER AND LOWER ELEVATION FASCIA TO REMAIN s•-7 3•— 5 - - =----_- - -_-----------------.------=------- --__- _ _----_-_ -_—___-_----_----- =- - - LINE OF I I I----- � C) I WALL I I �' I '-� I EXISTING ROOF BELOW - Q 1 BELOW I I b I -A-1 u 5 I @ LOWER ELEVATION VTR VTR VTR - - Ti— I_...-. -.._ I ----1- - - - - - ° b o I ° NEW (ROSS) vrR o ° I I I VTR VTR I 10-� r -g ACCESSIBLE ROOF VTR II HATCH 12•-z ,r-4 s -cr11 N CONDENSER �._. ..�.. ._.._ r — II' FOR AH -4 R _ _ _ _ _ _ _ _ I I _ _ _ — VTR -� VTR- - RTU -6 " �---- _ �„ ....,' � °s"O Pvc -�— � - - 5 to I 3 4 2 3 4 b j \ b F-10 A- 3 - 3 A- 3 6 OF -8 2' I I 22•-Zr z•-� RTU -5 •F -"� I N II I I IL _11 I A-3 A-3 A-3 — 0PVC DAI -NAH®4'i� D 0 -MA TRI -MATE I TRIS �' I I 5 F-7 z -10 I--° I �x� I # 4 5 �' ��, 1 MACHINE, Roots 1 5 F-6 � � A_2 II OR z-� �-- 3-� I ,/ �\ I TO BE TO BE TO BE A-2 ` iI I 5 X3•-0 I®®®� 11 I I T REMAIN I I I l X I I ABANDONEb ABANDONED REMOVED yr �Pvc �'hPV mPvc ° I I� �I I A-2 I o a� R II b V___N SIF -2 I N II-- I I �F-g OF WALL VTR =—:117�BELOW (TYPICAL) 5 _i 101 .=-�-(-`i - i EXISTING UNITS & ETC. I I I I EXISTING ROOF ACCESS A-2 1 I II I I ^may It 11 1( j I I TO INSIDE BE MACHINE ABANDONED OM #1 i i HATCH TO REMAIN EXCEPT NOTED. I I n-1► II I N I II II I It,l I( �i I I I j j I I�JI II TOTSTING EMAINALTYPICAL I I R-rU-3 TU VTR LR 7___ L I F II EXISTING AIR COOLED CONDENSERS AND PLATFORMS I II TO BE REMOVED. EXISTING 11 CONDENSERS STRUCTURAL II PLATFORM POSTS TO REMAIN AND CAPPED WEATHER TIGHT. I II I II I I II l II - - TENANT I i i'UT�JRE TEIVA,IVT TERIOR I I INTERIOR I � I ENOVATION I I I I I I I I RENOVATIONLINE OF I (PHASE - 2) D MIS NG WALL I I (PHASE 1) I BELOW I II II I Q I 2 3 4 I I i II I I II 1 2 3 4 5 A-3 A-3 A-3 I II I 2 4 I I 5 I � I A-2 RTU -2 A-3 A 3 A-3 II A-2 RTU -4 II I �I I I I I RTU-3LL N _--------- 0I I II o I (�('� 0 AC®2 ®..�I I I I �--,.,1 AC-2"PI 1 i >< I II I 1>C I I OC Z E W 3 -I _ -�— _ - _ _ _ �-_-_ _ _ —� -- _ I_I-I _ F _ _ - - ----I— — - -- I T ',LI II I 11 I �'LlJ ° l I Lu - TRI -NATE ' (�/ W VTR A -2i I I o ♦ y V 0 TO BE II TR I s OPVC ABANDONED vR l� II I �y ® I I EXISTING ROOF TO I I I I ® 0 I � ^ H® � I li I I REPAIR WATER TIGHT REMAIN. PATCH D ALL I I I � � DUO- ATE 2 �1 `�lr' 1 �l �1 VTR F-,3 / # ( ( ( ( ( NEW ROOF PENETRATION. W/CORT BE " ABANDONED 6 �Pvc 1 ' ,,� II II - EXISTING AIR COOLED I (� 'r CONDENSERS AND PLATFORMS TO BE REMOVED. EXISTING I I I x DUO- ATE 1 "� ® T # ( 1( 1( TN j" 1( N CONDENSERS STRUCTURAL II 0 N r I �TTR W/ SCORT I' ! �� PLATFORM POSTS TO REMAIN I I I I I I I I ( II TO BE ' 'dl II AND CAPPED WEATHER TIGHT. ABANDONED_ CON ER__ I FOR AH 3— —. .—. .—F �. -A-3 A-3 6 5 I I RTU -1 RTU -2 II vrR ° MACHINE ROOM EXISTING UNITS & ETC. I i RTU -1 I I I I I I I II Z I To REMAIN INSIDE MACHINE ROOM 2 II I _ II z - I R_' 2 TO BE ABANDONEDUj # EXISTIN BASE II - - - I - - - �- ---- - - - - - -1 - -� - --- - - - - �-�� EX ISC Tf1T FIVA LLU i I �� TO BE EMOVED II b _j I II z W EXISTIN ' MECANICAL -r x-cr I II I I I I ,Y EXHAUIT TO BE REMOVED II 1 I 5 F- -1 - EXISTIN EXHAUST I I VTR 0 I o A-2 b i R� I x l L -1 TO BE REMOVED I I I I M I -•�� II I �noF 4ND S VAC I � F-1 A-2 II II 2•-5 2* r- b'-�' t" a I I I vTR I 5 1 VTR I I F -S A-2 w II 10 1 0 sem. �. ®. .�. ------ �. —�.. __._� ...� . �.. 7— r . ._.. . _.._. —._. -.._ ._.._ ..... -,. _.. ------•---.----------------- -1 � _ ._.--— — — — — — — — — — --------- --------------------------- I �; I I I - — I; i I NEW CANOPY ROOF IS NOT PART OF THIS TENANT NEW STOREFRONT SIGNAGE FASCIA AND AWNING IS INTERIOR WORK. IT IS INCLUDED IN SHOPPING NOT PART OF THIS TENANT INTERIOR WORK. IT IS 1�ROOF PLAN CENTER'S CANOPY AND FRONT FACELIFT RENOVATION INCLUDED IN SHOPPING CENTER'S CANOPY AND r,UNDER SEPARATE PERMIT (PHASE 3). THIS WORK FRONT FACELIFT RENOVATION UNDER SEPARATE SCALE: 1/8 = 1' —0 TO BE REVIEWED AND APPROVED BY ROSS STORE. PERMIT (PHASE 3). . ROOF MOUNTED UNIT 24 GA. GALV. SHEET MTL. FLASHING 4" CONT. CANT STRIP (TYP.) ex6" P.T. RUNNER - SET IN MASTIC MTL. ROOF DECK i I L_ STEEL BAR JOIST SECURE TO ROOF MOUNTED EQUIPMENT PER MANUF. RECOMMENDATIONS 3 LAYERS ROOF FELT FEATHER OUT MIN. 24" ALL AROUND HOT MOPPED WATER TIGHT ROOF STRUCTURE SECURE SUPPORT RUNNER TO ROOF W/ 1.2"O BOLT ® 24 O.C. 3 MIN./ SUPPORTS 3"x3"x1 1/4" 0 EQUIP. SUPPORTS. WELD 'TQ TOP CORE OF JOIST BETWEEN PANEL POINTS (TYP.) 2 PROOF TOP UNIT DETAIL NOT TO SCALE r3_'D TAIL NOT TO SCALE 16 GA. MIN. FRAME 2' WOOD NAILER ' z INSULATE INSIDE OF METALWORK IN COLD CLIMATES SHEET METAL HOOD SHEET METAL OR FLEX -TUBE COLLAR SLOPE PIPES AWAY FROM HOOD FASTENERS APPROX. 24" O.C. BASE FLASHING FASTENERS APPROX. 8" O.C. 2" NOMINAL FIBER CANT STRIP - SET IN BITUMEN SEAL STRIP COUNTERFLASHING FASTENED APPROX. 18" O.C.--SUPPLIED AND INSTALLED BY SHEET MTL. CONTR. BASE FLASHING INSULATION SUPPLIED 14 < BY CURB MANUF. D c PHONE (407) 228-4220 z �11:4- 'D FAX (407) 228-4219 FASTENERS ALTERNATE FRAME INTERNET: www.c-p.com APPROX. 8" O.C. LOCATION FOR r C�W�' HEAVY UNITS W U) z ®M 2" NOMINAL W W 00 - FIBER CANT STRIP U SET IN BITUMEN —WOOD BLOCKING FASTENED TO DECK 4CURBTAIL NOT TO SCALE C TAPERED RIGID INSULATION SECURED OVER PLYWOOD 1/2" EXTERIOR GRADE PLYWOOD 18 GA 6" METAL STUDS EXISTING CURB OPENINGS WOOD BLOCKING AND - NAILERS. 5/9'o ALL 10"x10" OR BIGGER OPENING MUST BE PROVIDED WITH SECURITY GRILLE. (PREFABRICATED STEEL, ALL - WELDED CONSTRUCTION, WELDED DIRECTLY TO EXISTING CURB ANGLES) SI OPE 1 Poor CONTINUOUS CANT STRIP (AROUND OPENING) NEW SINGLE PLY HYPALON ROOFING MEMBRANE WITH NOMINAL THICKNESS OF 5 MILS (1.14 Mm) TO /- MATCH EXISTING SLOPE, MATERIAL AND METHOD OF CONSTRUCTION. ,g. N EXISTING ROOFING MEMBRANE o EXISTINGI RIGID INSULATION EXISTING METAL DECK EXISTING CURB ANGLE NOT TO SCALE PREFABRICATED METAL CAP 1/2" EXTERIOR GRADE PLYWOOD NEW 3 5/8" METAL STUDS 0 12" Q.C. EXISTING CURB BLOCKING AND NAILER 5/8"0 - " ALL 10"x10" OR BIGGER OPENING MUST BE PROVIDED WITH A SECURITY GRILLE. (PREFABRICATED STEEL ALL WELDED CONSTRUCTION, BOLTED TO EXISTING CURB BLOCKING) NEW ANCHOR CUP NEW SINGLE PLY HYPALON ROOF MEMBRANE FLASHING EXISTING ROOF /- MEMBRANE EXISTING JOIST;- EXISTING MEIS(t . EXISTING RIGID BEYOND DECK INSULATION Cuhaci & Peterson Architects r- 1220 1220 ALDEN ROAD W < ORLANDO, FLORIDA 32803-2546 D c PHONE (407) 228-4220 z �11:4- 'D FAX (407) 228-4219 LO INTERNET: www.c-p.com L0 r C�W�' z ® COPYRIGHT All reports, plana, specifications, computer files, field data, notee and other document" aro instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. COW & Peterson shall retain all common low, statuatory and other reserved rights, including the copyright thereto. My use or reproduction of this document without written Permission from Cuhaci & Peterson Is a violation of Fedcrul copyright laws. REVISION 1 111-21-00 2 3 1 4 1 5 1 6 L 7 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MM/MS EXOSTING CURB OPENING` CHECKED MP 7 0 B E BLOCKED SHEET ASM AALL OPENING) A-3 NOT ro saae W D z �11:4- 'D LO L0 C�W�' z W U) z ®M W W 00 z U REVISION 1 111-21-00 2 3 1 4 1 5 1 6 L 7 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MM/MS EXOSTING CURB OPENING` CHECKED MP 7 0 B E BLOCKED SHEET ASM AALL OPENING) A-3 NOT ro saae L0 h-� CV OE 00 I z LLz C 0 W W 0 !� w LL Z 0)Z t—O OC-0liwl Cr) U) � 0 01 REVISION 1 111-21-00 2 3 1 4 1 5 1 6 L 7 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MM/MS EXOSTING CURB OPENING` CHECKED MP 7 0 B E BLOCKED SHEET ASM AALL OPENING) A-3 NOT ro saae WC WC WC 1410" LIGHT VALANCE, SEE DEI- 14/D2 1 10" LIGHT VALANCE, SEE DET 14/D2 TIYP.HALF -ROUND TRIM BY G.C. Id D z W C) V J z LUQ W / ) Q 0(Y)W J 01-0000z U RAP /\ /\ i RAP \ \ / \ / I IL ; \ 1 SLOTWALL SYSTEM 6" BASE — TYPICAL- CORNER GUARDS BY G.C., TYP. (BY ROSS FIXTURE INSTALLER, SEE STORE STORE ''PLANNING DRAWINGS FOR LAYOUT) 1 SOUTH INTERIOR EUEVATION SALES A SCALE: 1/8' = 1'—Y' LCORNED GUARD TYP. ON ALL OUTSIDE CORNER RECEIVING WALL COVERING. -BOXED CORNER BOXED CORNER 2 AESTINTEELEVATION SALES SCALE: 1/8" = 1'-Y' DETAIL 11 I SECTION — 4 DETAIL 1 PLAN A-5 4 } i 9 9 r3_'�NORTH INTERIOR ELEVATION SALES SCALE: 1/8" = 1'—C' EAST INTERIOR ELEVATI SALES A SCALE: 1/8" = 1'-0" SL LL SYSTEM 0 I o� �140RTH INTERIOR, ELEVATION SCALE: 1 /8" = V-0" 1 BOXED CORNER II.JI/.LLl.IIVN WITH EDT HINGE FINISH LEGEND B SHERWIN WILLIAMS TO MATCH BENJAMIN MOORE #1478. PROMAR ALKYD SEMI -GLOSS ENAMEL AT ALL WOOD WORK 1 DOORS AND DOOR JAMBS. WC COLUMBUS WALLCOVERING GUARD, STYLE "STIPPLE" TYPE 2 —,I COLOR "SILVERFOX", (CORNER GUARD: "GRAY' CGU -12-210) N COLUMBUS WALLCOVERING GUARD, STYLE "TOSCA" TYPE 2 COLOR CWC-RS2, "TRAVERTINE" (CORNER GUARD: "TAUPE' GGU-12-176) ELEVATION KEY PLAN NJ. S. Cuhaci & Peterson Arch itects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com All reports, plans, apocificaliono, computer Mee. field data, notes and other documents arc instrumento of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhod & Peterson shall retain all common law, atatuatory and other reserved rights, including the copyright thereto. Any usa or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Fedoral copyright laws. C� i C� CV U) Ci z 0 ®_ F__ _j W 11" W U) � 0 �+ z rLL CY) z d W U F_ 0 C w Z IL W REVISION 1 111-21-00 2 I 3 I 4 1 5 6 1 7 I PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31--00 DRAWN MM/MS CHECKED MP SHEET' IL A-4 to ' 0 C0 K N N e N A W D z W C) V J z LUQ W / ) Q 0(Y)W J 01-0000z U C� i C� CV U) Ci z 0 ®_ F__ _j W 11" W U) � 0 �+ z rLL CY) z d W U F_ 0 C w Z IL W REVISION 1 111-21-00 2 I 3 I 4 1 5 6 1 7 I PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31--00 DRAWN MM/MS CHECKED MP SHEET' IL A-4 to ' 0 C0 K N N e N A KE 'T' F5WALL D 0 0 R S C H E D U L E MATERIALS 1AAND � 1 DOOR NO. TYPE W H D HARDWARE TYPE MATERIAL FINISH REMARKS COORDINATE ALL ORDERS AND DELIVERIES WITH THE LISTED VENDORS NO SUBSTITUTIONS WILL BE ALLOWED LIGHT VALANCE VALANCE BEYOND CEILING LINE LIGHT 200111 SCALE - VINYL WALLCOVERING WC -3 VINYL WALLCOVERING WC -3 DATE 08-31---00 z a to DOOR FRAME y) c z C 0 W 1. NOT;,. USED ---- - I� t 0 2• V.0 1;. A AZROCK "CLASSIC GRANITE' -VL -120 -"CLASSIC WHIT' (FIELD TILE) V.CT. B AZROCK "ALVARAgO"-VP-642-"DUSK" (BORDER TILE B) 1 STOREFRONT O A 3'-0" 7'-0 - KEYED LOCKSET SELF CLOSER CONCEALED ALUM. ALUM. _ FINISH TO BE REVIEWED AND APPROVED WITH BUILDING ELEVATIONS, BRONZE ANODIZED IS PROTOTYPICAL, 6- PIN EXTERIOR CYLINDER PULLS 6" r WRAP 6 INSTALL IN ACCORDANCE WITH AZROCK/DOMCO INSTALLATION MANUAL. SHADE MATCHING IS MANDITORY. CONTACT AZROCK IF DEFECT(S) ARE DISCOVERED. O STOREFRONT A 3'-0" 7'--0 - KEYED LOCKSET SELF CLOSER CONCEALED ALUM. ALUM. - FINISH TO BE REVIEWED AND APPROVED WITH THE BUILDING ELEVATIONS. NO EXTERIOR CYLINDER, No EXTERIOR PULLS. WRAP FULL HEIGHT CORNER GUARD s WRAP 6' HERE AND THROUGHOUT FOYER i - - CORNER GUARDS AT AND FITTING ROOMS ONLY - ^I FOUR OUTSIDE CORNERS „ `- AT FITTING ROOM FOYER 4'TYP 2 BOSTON RETAIL WALL BUMPS I - ARE TO BE CUT TO FIT � WRAP CORNER 8' ^ HEADER FROM 12' LENGTHS. 8 -0 BOTTOM OF BUMPER 3. TILE' TO CONCRETE TRANSITION STRIP-JOHNSONITE #RRS-28-C "MEDIUM GRAY' 4. NOT USED 5 NOT USED 6. NOT ''USED 7. RUBBER BASE: JOHNSONITE #28 "MEDIUM GRAY', 6" & 4' (TYPICAL, SEE FINISH SCHEDULE). IN FITTING ROOMS 106 107 & 108 AND ON WALLS FINISHED IN TRAVERTINE' WALL , O NOT USED �--" z O STOCKROOM B 4'-0" 7'-0" 1 3/4" SEE NOTE #15 FOR SPEC. _ PM _ PRE -FINISHED TRAFFIC DOOR (WHITE), PAINTED METAL FRAME TO MATCH. SEE NOTE #15. O ELECTRICAL ROOM C 3'-0 7'-0 1 3/4 KEYED LOCKSET, SELF -CLOSER SEE NOTE 7A. SL PM PAINT KICK PLATE STOCKROOM SIDE, UNDERCUT DOOR OR DOOR LOUVER, STOP FACE MOUNT CLOSER 6 NOT USED O - _ I N z I I6" BASE <.Ljj COVERING, USE JOHNSONITE #49 "BEIGE' 6" & 4" (SEE FINISH SCHEDULE). "STIPPLE!' 8. WALLCOVERING: GUARD, STYLE- STIPPLE' TYPE 2, COLOR "SILVERFOX WC -1, ORDER FROM BREWSTER WALL COVERING AT 1-800-726-9555. Q EXIT D r " 3 -0 „ 7'-0 1 3/4°' DELAYED EXIT DEVICE (SEE NOTE 18 NO E ER OR OP FIARDWARE FIM PM PAINT STOP FACE MOUNT SELF CLOSER (PREPAINT TO MATCH INT DOOR COLOR). BEST 6 -PIN CYL., PREPARE DOOR & FRAME FOR CONCEALED INSTALLATION; CONNECTION REQUIRED TO FIRE DETECTION SYSTEM. SEE DOOR NOTE 24. CASH O OFFICE G 3'-0" 7'-0" 1 3/4" MORTISE KEYED LOCKSET SEE NOTE 7D. W/ BEST 6 -PIN CYLINDER SC PM PAINT 16 GA, H.M. WELDED FRAME BACKED W DOUBLE STUDS AT EACH SIDE / OF JAMB, HINGE FACE SELF -CLOSER 180 DEGREE VIEWER, KICK PLATE @ CORR. SIDE WALL BUMPER �' BASE 9, CEILING TO BE ARMSTRONG "MINA130ARD" #755 COLOR -WHITE GRID To BE ARMSTRONG PRELUDE XL 1 x/16 EXPOSED T GRID, COLOR "WHITE' USE ONLY ARMSTRONG ACCESSORIES, DESIGN GRID PER LOAD CONDITIONS. rl_'�ELEVATIONI FITTING QOM ENTRY SECTIGN 10, PAINT TO BE SHERWIN WILLIAMS A. SW1004 - PURE WHITE - GWB CEILINGS, JANITOR'S AND EQUIPMENT CLOSET WALLS. B. NOT USED O MANAGER G 3'-0" 7'-0" 1 3/4" KEYED LOCKSET, SELF -CLOSER SEE NOTE 7A. 5C PM PAINT KICK PLATE CORRIDOR SIDE BEST 6 -PIN CYLINDER, HINGE FACE SELF CLOSER 180 DEGREE VIEWER SCALE: 1/4" = 1'-0" SCALE: 1/43' = 1'-0" C. SW FREMONT CUSTOM COLOR 0643 (PHONE: 510-651-2611) - BRACKET BOARD, SALES FLOOR AND FOYER SOLID CORE DOORS, FRAMES & CLOSERS. 1 o NOT USED F �? � F N >� ° (SU) 'D. #SW1038 - ARCHITECTURAL GREY - OFFICE WALLS, OFFICE AND HALLWAY DOORS & JAMBS E. #SW1010 - CRUSHED ICE - RESTROOM WALLS 11 JANITOR C 3'-0" 7'-0" 1 3/4" KEYED LOCKSET, SELF -CLOSER SEE NOTE 7A. SC PM PAINT DOOR LOUVER, KICK PLATE ON CORRIDOR SIDE. BEST 6 -PIN CYLINDER, HINGE FACE CLOSER. K�2�DOOR TYPES C� 0 0 R �c HARDWARE NOTES F. NOT USED COLORS TO HAVE "PROMAR" LATEX EGG SHELL FINISH. ON WOODWORK 12 WOMEN'S 0 3'--0" 7'--0" 1 3/4' LATCHSET, SELF -CLOSER SEE NOTE 7B. SC PM PAINT KICK PLATE CORRIDOR SIDE ADA SIGNING, SEE NOTE 22, HINGE FACE CLOSER. NOT O SCALE AND DOOR FRAMES USE "PROMAR" ALKYD SEMI --GLOSS ENAMEL 1 1. NEW CONCRETE IS TO BE SEALED WITH CRETESEAL CS2000 SEALER (10 YR WARRANTY) 13 MEN'S C 3'-0" 7'-O" 1 3/4' LATCHSET, SELF -CLOSER SEE NOTE 7B. SC PM PAINT KICK PLATE CORRIDOR SIDE ADA SIGNING, SEE NOTE 22, HINGE FACE CLOSER. ANOD. ALUM. TEMP. CLASS /� /"� 1. A. BOTH LEAVES OF STOREFRONT DOORS NO. 1 & 2 ARE TO BE FITTED WITH STANDARD KAWNEER PUSH HARDWARE. STOREFRONT DOOR NO. 1 (EMPLOYEE ENTRY) IS TO BE FITTED WITH EXTERIOR PULLS BUT DOOR NO.2 IS TO BE WITHOUT PULLS. EACH LEAF OF THE STOREFRONT ENTRY IS TO HAVE THREE OFFSET PIVOTS, FINISH TO MATCH DOORS. DOORS ARE TO HAVE FULL WEATHERSTRIPPING, ADA THRESHOLDS AND LANDINGS. B. ALL STORE FRONT DOORS SHALL BE EQUIPED WITH ADAMS RITE MS185/S THREE POINT LATCHING SYSTEM w/ BEST CYLINDER(S): 4015 DROP BOLT, AND STRIKE BASE: WITH DUST COVER. 14 NOT USED `'APPLIED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. THE CS2000 2 DAY SYSTEM IS TO BE USED ON EXISTING SLABS WITH PRIOR CONTAMINATES RESIDUES AND OTHER DEFECTS THAT MAKE IT UNSUITABLE FOR TILE APPLICATION. FURTHER, SLABS MUST BE DESIGNED AND PREPARED TO TEST AND MAINTAIN MOISTURE VAPOR EMISSIONS .=AT OR BELOW 3 -LBS PER 1000 SF PER 24 -HRS USING THE CALCIUM CLORIDE METHOD. 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. "'1,,L. WAINSCOT TO BE MARLITE FRP, SLATE SURFACE, S-100 WHITE, WITH MAI-CFIING STOCKROOM 15 OVERHEAD E r 8 -0 8'-0" - SLIDE BOLT EACH SIDE SEE NOTE 20. SC PM PAINT INSULATED SECTIONAL OVERHEAD DOOR, TWO SLIDE BOLTS AT +36" BEST PADLOCKS, SEE NOTE 19, VERTICAL OVERHEAD PARKING. 16 LOCKER / BREAK ROOM F 3'-0" 7'-0" 1 3/4" LATCHSEf SELF -CLOSER SEE NOTE 7B. Sc PM PAINT KICK PLATE CORRIDOR SIDE, HINGE FACE CLOSER. CLEAR VISION LITE C. ONE LEAF (RIGHT HAND REVERSE) OF STOREFRONT DOOR NO. 1 IS TO BE FITTED WITH AN EXTERIOR KEYED LOCKSET, BEST #1E74 6 -PIN CYLINDER AND AN 17 NOT USED ` : MOLDINGS `AT ALL JOINTS. INSTALL UP +48" FROM TOP OF TILE BASE, USE ONLY MARLITE ADHESIVES AND SEALANTS. ADAMS -RITE 8650 CYLINDER ESCUTCHEON. ALL OTHER STOREFRONT DOORS ,ARE TO BE WITHOUT EXTERIOR LOCKSETS D. STOREFRONT SHALL BE KAWNEER 450 SERIES WITH 190 SERIES `, 1 13. RESTROOM PARTITIONS- BOBRICK 1080 DURALINE SERIES, OVERHEAD BRACED, " COLOR: F-689 "STELLAR 1 g STOCKROOM MAN DOOR H 3'-0" 7'-0" , 1 3/4 PANIC DEVICE, SEE NOTE #20 N0 EXTERIOR OP HARDWARE HM PM PAINT 180 DEGREE VIEWER, STOP FACE MOUNT SELF -CLOSER, FULL CANOPY, BEST 6 -PIN CYT., SEE DOOR NOTE 24. eNOT USED NARROW STILE DOORS E. ALL EXPOSED HOLES IN STOREFRONT DOORS ARE TO BE FILLED WITH FLUSH 14: WALL COVERING: GUARD, STYLE-"TOSCA" TYPE 1. COLOR CWC-RS2 "TRAVERTINE'. WC -3 ORDER FROM BREWSTER WALL COVERING, SEE NOTE 8. 9 X 14 VISION LITE ® ® 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) 2. STOREFRONT DOORS DOORS SHALL BE EQUIPPED WITH "TCN" #2036 CONCEALED !i . 15 1TILF ADHESIVE PER MANUFACTURERS WRITTERN RECOMMENDATIONS. ,VERIF,ICATION MAY BE REQUIRED BY ROSS CONSTRUCTION MANAGER. 16 UTILITY STAIR FINISH IF REQUIRED (SEER #22 FOR CUSTOMER STAIR): ,,.(A) MERCER - #TRC T RISERS, COLOR #2U4 GREY TRASH 20 COMPACTOR - 40' 40 " _ FIELD INSTALLED RIM DEAD BOLT W/ BEST 6 -PIN CYLINDER - BY G.C. - _ PAINT DOOR, FRAME & CHUTE IN MARATHON RAM -JET COMPACTOR PACKAGE - BY G.C., SILL AT +4Y', INSURE ADEQUATE SLOPE IN CHUTE. eNOT USED -* ELIASON EASY SWING DOOR OVERHEAD DOOR CLOSERS WITH "NON -HOLD OPEN" FEATURE. Y(B) ,MERCER - SQUARE NOSE(HGS), COLOR #101 BLACK 0 LANDINGS 22 NOT USED WOOD, PAINT GRADE - S.S. BUMPER RAIL 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 A5 PROVIDED BY CODE (SEE 1 ABOVE). 4. NOT USED :TOP &``BOTTOM STAIR TREADS ,'(C) ._MERCER - SQUARE NOSE (FIGS), COLOR #204 "GREY' `' ON ALL STAIR TREDS EXCEPT AS NOTED IN 16B Y(D) MERCER - 10" STRINGER MATERIAL #10S. COLOR #204 "GREY' f 17 ;NO, USED 23 HALL O F 3'-0 " 7'-O" 1 3/4' DIGITAL LOCKSET, CLOSER SEE NOTE 23 {� SC PM PAINT KICK PLATE HALL SIDE, BEST 6 -PIN CYLINDER, UNE -WAY VISION LITE FROM HALL TO SALES FLOOR, STOP FACE MOUNT CLOSER. 7" AFF 5. DOORS OTHER THAN STORE FRONT WHICH REQUIRE CLOSERS SHALL RECEIVE AN ,r LCN #4040 CLOSER, AS INDICATED IN SCHEDULE. [BOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO 18. ;CERAMIC TILE: UAL -KEYSTONE DK -114(2), MOTTLED LIGHT GRAY (2x2) WITH 1" COVE AND '6" BASE COLORED GROUT TO BE "CUSTOM BUILDING PRODUCTS' POLYBLEND, NON -SANDED GROUT "DOVE GRAY' NO. 370, 3/32" GROUT JOINT WIDTH 24 EQUIPMENT CLOSET 0 3'-0 " � „ 7 -0 1 3/4" KEYED LOCKSET, SELF -CLOSER SEE NOTE 7A. SC PM PAINT DOOR LOUVER, KICK PLATE ON HALL SIDE. BEST 6 -PIN CYLINDER, HINGE FACE CLOSER. OPERATE OF 5 POUNDS FOR INTERIOR DOORS AND 8.5 POUNDS FOR ,'(CUSTOM BLDG PRODUCTS: 800 -28 -CUSTOM) �- WOOD, PAINT GRADE C 1 3/4" S.C. EXTERIOR DOORS. EFFORT MAY INCREASE TO 15 POUNDS MAXIMUM AT AIR%DECREE DOORS.CLOSERS MUSTALLOWE ONDSTHO LATCH. MOVE DOOR FROM POINT 3SECONDS 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, SEE DET 6/26. GENERAL HARDWARE NOTES A. ALL INTERIOR DOORS (EXCEPT 4, 5 & 23) ARE TO HAVE WALL STOPS WITH CONCEALED MOUNTING TO SOLID IN WALL BLOCKING. HALER 23OW CONVEX WALL STOP 2-3/8" DIA, 1-3/16" PROJECTION, 626 SATIN CHROME FINISH. p 19 'CORNER GUARDS ARE TO BE INSTALLED ON THE CORNERS OF ALL WALLS :AND COLUMNS FINISHED IN WALL COVERING (SALES FLOOR, FITTING ROOMS, LOUNGE, HALLS, ET AL). WHERE WALL COVERING IS SILVERFOX" INSTALL THE "ROSS GRAY" CORNER GUARD (CGU -12-210) AND WHERE THE WALL COVERING IS "TRAVERTINE" INSTALL THE "ROSS TAUPE' CORNER GUARD (CGU -12-176). CORNER ; GUARDS ARE TO BE INSTALLED WITH "LIQUID NAIL" ADHESIVE IMMEDIATELY Ow LOUVER, WHERE NOTED IN DOOR REMARKS 7. A. INTERIOR LOCKSETS TO BE BEST #93K7AB14C626 W/ CURVED RETURN LEVERS LOCKSETS TO HAVE BEST 6 PIN CYLINDER B. INTERIOR LATCHSETS TO BE BEST #93KON14C626 W/ CURVED RETURN LEVERS AFTER THE WALL COVERING IS INSTALLED, THE CORNER GUARDS ARE TYPICALLY INSTALLED IN FOUR FOOT LENGTHS WITH THE BOTTOM OF THE GUARD "TIGHT TO THE TOP OF THE BASE. THE ONLY EXCEPTIONS ARE AT THE OUTSIDE CORNERS OF THE ENTRY FEATURE OPENING INTO THE FITTING ROOM FOYER AND 12 S.S. KICK PLATE HALL SIDE C. EXTERIOR DOORS (EXCEPT STOREFRONT) TO RECEIVE ARROW #330 ALARM LOCKSET EQUIPED WITH A BEST #1 E74 -PIN CYLINDER. 626 FINISH D. CASHROOM TO RECEIVE BEST 351-17FD141-1626 MORTISE LOCK W INTERLOCKING DEADBOLT COMBINATION. BEST 6 PIN CYLINDER W/ CURVED RETURN LEVERS E. NOT USED . :'OUTSIDE -CORNERS IN THE FITTING ROOMS AND FOYER, THESE ARE TO BE FULL ,HEIGHT, SEE DETAIL 1/ SHEET D4). ROSS CORNER GUARDS ARE STOCKED IN 4 -FOOT AND 12 -FOOT LENGTHS BY CALIFORNIA CASTER (1-800-950-8750). 20. ,'WALL '(.BUMPER: BOSTON RETAIL PRODUCTS, SERIES 65, TUFFGUARD, COLOR "TROPIC ''JADE., #143, INCLUDES FLEXIBLE VINYL BUMPER TOP VX -65-143 APPLIED TO RIGID VINYL R 0 0 M F I N I S H S C H E D U L ROOM FLOOR - SEE NOTE 11 WALLS WALL FINISH CEILING OTHER COLUMNS DOOR FRAMES AND TRIM REMARKS ry LJ -+- 1-3/4" PAINTED, FLUSH HOLLOW METAL DOOR F. ALL LATCHSET AND LOCKSETS TO BE BEST. NO SUBSTITUTIONS WILL BE ACCEPTED 8. WOOD AND H.M. DOORS TO HAVE 3 FULL BEARING OFFSET HINGES WITH NON -REMOVABLE HINGE PINS, DOOR CLOSERS, AND DOOR STOPS (INTERIOR DOORS), FINISH US26D (SATIN u }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. 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 UNIVERSALTYPE DOORS. 11. SOLID '.CORE WOOD DOORS SHALL BE PAINT GRADE BIRCH SKINS WITH SOLID STAVE CORES, 12. 180 DEGREE VIEWER AS MANUFACTURED BY H.B. IVES CO. MODEL # 698,SATIN CHROME FINISH `MOUNTING CHANNEL RC --65 AND FINISHED ROUND END CAPS ER -65-143 AND FINISHED OUTSIDE 90 DEGREE CORNERS C-65=143. FROM BOSTON RETAIL PRODUCTS, PHONE: 800-225-1633 OR 781-395-7417. INSTALL AT +31" (CENTERLINE) A.F.F. AT FITTING ROOM FOYER ENTRY (AND ELSEWHERE IF INDICATED ON SITE SPECIFIC PLAN) IMMEDIATELY AFTER THE INSTALLATION OF WALL COVERING. 21. VALANCE TRIM: BOSTON RETAIL PRODUCTS, SERIES 65, COLORGUARD, COLOR "TROPIC JAD`';. #143, INCLUDES RIGID VINYL BUMPER IOP R1-65-143 APPLIED TO RIGID VINYL MOUNTING CHANNEL RC -65, FIELD MITRED CORNERS, BOSTON FINISHED SQUARE END CAPS. FROM BOSTON RETAIL PRODUCTS, PHONE 800-225-1633 OR 781-395-7417 EXTRA MATERIALS 1. PAINT LEAVE 5 GALS. UNOPENED OF EACH. 2. .CEILING TILE - LEAVE 2 UNOPENED BOXES. N0. NAME ¢ cv � w z t > m cV � w o z I- > o z Z o 1=- d > 0 z z 0 F- J > "� 0 z Z o 1= z z > O z y z = n 1w- o z w ¢¢ m w n tw- 0 z w m T 0 z z o 0 a w to w t�f W In vi a I- a ¢ r j m 1--- O z w 1- v_ ¢ m U o az ¢ M ri > ca ao �r i Q m r 0 ° $o w I- o ¢ o 0 to z J w z ¢ a w � Z r2 `- iw-. o z cn z o 1_ a ¢ a J¢ ¢ w V) > fn p uJi rn 1w- o Z � ¢ o Z a v o 1w- o z z a w O w ~o z 1 z ¢ a w q 1- U z w w V) ci 6 � 0D w 0 z O z w o _ ¢ 0 �, w z f z ¢ a `- w o z O z w o J ¢ rn w 1- o z _ `C O z rn � O z w --� 1= C9 z J w o ¢ m n-- oo \ `o ¢ o Fw- o z f z ¢ a_ � ►- of 0w o X w � o Z 0 ¢ < o a z a o v o w 0 z Cr w a � > m J J ¢ aq 1w 0 z w > O � ¢ 0 ¢ m ri > O oo \ u7 a w o z F- z ¢ a a w 0 z I- z a a 13. DOOR TYPE "f" SHALL RECEIVE A 4"X20"H VISION LITE IN A WELDED STEEL FRAME. FINISH 101 SALES FLOOR ® 9 ® ® 0 ® ® 0 ® ® ! ® 0 ® 3. FLOUR TILE- LEAVE 2 UNOPENED BOXES OF EACH VINYL TILE, 102 STOCK ROOM ® ® --- 0 0 ® ® 0 --- PLYWOOD WAINSCOT IS REQUIRED IN TRAFFIC AREAS. TO MATCH DOOR. SEE DOOR REMARKS FOR GLASS TYPE: CLEAR OR ONE-WAY, � 4. FLOOR ADHESIVE - LEAVE 2 GAL. UNOPENED 104 MGR'S OFFICE ® ® 0 ® ® _ ® PLYWOOD BACKING REQUIRED 14. DOOR TYPES "C" "F" & "G" SHALL RECEIVE ON THE HALL SIDE A 12" KICK PLATE 5. WALL COVERING - LEAVE ONE UNOPENED ROLL OF EACH. BY BROOKLINE INDUSTRIES. FINISH BMHA 626 W/ COUNTERSUNK SCREW HOLES 105 CASH OFFICE ® ® ® ®1 15, DOOR "B" TO BE ELIASON, EASY -SWING SCP --11, WHITE FINISH WITH 9x14 CENTER WINDOW SET IN OPTIONAL WHITE MOLDING, OPTIONAL STAINLESS STEEL BUMPER (PROVIDED BY G.C., 105 MEN'S FITTING ® ® ® ® ® ® ® ® PLYWOOD BACKING REQUIRED. BUT INSTALLED BY FIXTURE INSTALLER AT +7" AFF) AND PAINTED HOLLOW METAL FRAME BY THE GENERAL CONTRACTOR. 1 D7 WOMEN'S FITTING ® ® ® ® ® ® PLYWOOD BACKING REQUIRED SECTIONAL OVERHEAD DOOR 16, GENERAL CONTRACTOR To PROVIDE CONSTRUCTION CORES FOR ALL 108 F.R. FOYER 0 ® ® ® ® 0 ® ® ® E EXTERIOR DOORS PRIOR TO TURN OVER. AT TIME OF TURN OVER CONTRACTOR IS TO 'TURN OVER To ROSS STORE MANAGER CORE EXTRACTION KEY ;. 109 LOUNGE/LOCKER ® 0 ® ® ® ® ® PADLOCKING TRACK LATCH 17, ROSS STORE MANAGER TO BE RESPONSIBLE FOR REKEYING STORE 110 NOT USED AT BOTH TRACKS 18, SALES FLOOR EXIT DOORS NO. 7 AND NO. 14 ARE TO BE EQUIPPED WITH THE DETEX 111 TOILET VEST. 0 MODEL ECL -8030 DELAYED EXIT DEVICE WITH CONCEALED INSTALLATION USING VON DUPRIN EPT-10 POWER TRANSFER HINGE (SEE AMENDMENT ITEM 35) AND DETECTION 112 ELECT. ROOM ® ® ® � ® PLYWOOD BACKBOARD REQUIRED 114 WOMEN'S ROOM ® ® ® 0 ® ® 0 0 SYSTEM WITH TIME -DELAY BY-PASS CONTROL, 19. DOOR "E" IS A 591 SERIES THERMACORE INSULATED STEEL SECTIONAL DOOR BY THE OVERHEAD DOOR CORPORATION, DALLAS, TEXAS; W-0" X 8'-0"; STANDARD BULB -TYPE 115 MENS ROOM ® ® ® ® ® O 116 JANITOR ® ® ® ® ® ® PLYWOOD BACKING REQUIRED 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 AI" +36" AFF. INCLUDE TWO (2) BEST 411372 PADLOCKS (BY G.C.). �L? , 117 OFFICE HALL ® ® 0 ® ® ® ® HINGE 4 X 20 VISION LITE F 20. EXIT DOORS NO. 18 IS TO BE EQUIPPED WfTH THE ARROW 330 PANIC DEVICE WITH LOW BATTERY ALERT, BEST 6 -PIN CYLINDER AND BMHA 626 FINISH. 21. ANY QUESTION OR PROBLEMS W/ LOCKING HARDWARE SHOULD BE DIRECTED TO: BEST LUCK CORP. -CONTRACT CONSTUCTION DEPT. ATTN. LEE BELL (SEE SHEET A-0) 118 EQUIP CLOSET ® 0 ® ® ® ® ® PLYWOOD BACKING REQUIRED _ 22. UNLESS OTHERWISE REQUIRED BY LOCAL AUTHORITY INSTALL ADA COMPLIANT - WOOD, PAINT GRADE 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 I - SIGNING WILL BE PROVIDED FOR G.C. INSTALLATION THROUGH ROSS CONSTR. MANAGER) ' ALL OTHER SIGNING REQUIRED BY ADA AS WELL AS LOCAL AUTHORITY, WHETHER AT S.S. KICK PLATE HALL SIDE TOILET ROOMS OR ELSEWHERE IN THE BUILDING, MUST BE PROVIDED AND INSTALLED 1Z BY THE GENERAL CONTRACTOR. 23. OFFICE HALL DOOR 23 IS TO BE CONTROLLED BY A TRILOGY T2 LEVER DIGITAL LOCK , (DL 2700 IC / 26D) BY ALARM LOCK SYSTEMS, AMITYVILLE, NY, (800) 252-5625. USE BEST 6 -PIN CORE. 180 DOOR VIEWER ® +60" AFF 24. 'ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTRIPPED AND HAVE ADA COMPLYING GENERAL FINISH NOTES -THRESHOLDS AND CONCRETE LANDINGS (OR SIDEWALK). EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO BE PROTECTED BY PIPE BOLLARDS. A, PRIOR TO INSTALLATION OF VINYL WALL COVERING ALL SURFACES SHOULD (l� G WOOD, PAINT GRADE BE CLEAN , DRY, SMOOTH AND STRUCTURALLY SOUND B. WALLCOVERING SHOULD BE DRY HUNG (PASTE THE WALLS) 1 3/4' S.C. 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 II! INSPECT PANELS FOR DEFECTS, S.S. KICK PLATE HALL SIDE 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 MANAGER PRIOR TO INSTALLATION, FOLLOW AZROCK INSTALLATION MANUAL, SHADE MATCHING MUST BE CHECKED. 12' 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 MAXIMUN 1/32 INCH. ALL WORK SHALL BE IN ACCORDANCE WITH GYPSUM ASSOCIATION SPECIFICATION GA 216. FINISH AS SPECIFIED. NO DRYWALL IS TO BE LEEP UNFINISHED. 180 DOOR VIEWER 0 +60" AFF E. ALL EXPOSED CONCRETE OR MASONRY WALL SURFACES SHALL BE SEALED AND WALLS PAINTED. 1-3/4" PAINTED, FLUSH HOLLOW METAL DOOR X M v� r Cuhaci & Peterson Architects 1 220ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wwwx-pxorn 0 GOPYmcK All reports, pions, specifications, computer files, field date, notes and other documents are inotrumente of service prepared by Cuhaci do Petorson. Architects as inotrumento of service remain the property of Cuhaci do Peterson, Architects. Cuhoci &Paterson ehelt retain oil common low, staluotory, and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written pormiaaion from Cuhoci do Potorson is a violation of Federal copyright Iowa. or - REVISION 1 1 W 2 1 � 1 4 1 z W C en 6 L W 7 1 PROJECT N0, 200111 SCALE AS SHOWN DATE 08-31---00 z a to 0 y) c z C 0 or - REVISION 1 1 2 1 � 1 4 1 6 L W 7 1 PROJECT N0, 200111 SCALE AS SHOWN DATE 08-31---00 DRAWN a z W 0 �--" z U) W 0 <.Ljj Z 0 0 0 LL W F �? � F N >� ° (SU) _0 a to or - REVISION 1 1 2 1 � 1 4 1 6 L 7 1 PROJECT N0, 200111 SCALE AS SHOWN DATE 08-31---00 DRAWN MM/MS CHECKED MP SHEET A-5 EXISTING STRUCTURE ABOVE CONTINUOUS 6" METAL TOP RUNNER ANCHORED — TO STRUCTURE ABOVE SEE REFLECTED CLC. PLAN FOR CEILING HEIGHTS DRAWING 1/A-2 " ADJACENT TENANT if UL SYSTEM No. U465 THERMAFIBER SAFING INSULATION UL DESIGN No.HW-S-0030 (BOTH SIDES) 6" METAL STUDS 16" O.C. (20 GAUGE) ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE METAL STUDS if ROSS " .TYPICAL BATTS & BLANKETS BETWEEN STUDS CONTINUOUS 3 5/8" METAL ' Cfl LO BASE BOTTOM RUNNER Iii C) ANCHORED TO CONCRETE I L0 CD FLOOR SLAB N �0 , EXISTING COCRETE r� U) LU U)Z I FLOOR SLAB L, JCr U 00 00 Z FINISH FLOOR "' • •• �y •• •+ " `' A. • •' + A 0 Z ATYPICAL PARTITION (1 HOUR RATED SCALE: 3/41 = 1'-0" UL SYSTEM NO. U465 Nonbearing Wall Rating - 1 HR. 1. Floor and Ceiling Runner - (Not Shown) - Channel shaped runners, 25 MSG (min.) gals. steel 1 1/4 in. high, return legs 6 in. wide (min), attached to floor and ceiling with fasteners 24 in. o.c. 2. Steel Studs 6 in. wide (min.) 1-1/4 in. legs, 3/8 in. return, formed of 25 MSG (min) gals. steel max. stud spacing 24 in. o.c. 3. Batts and Blankets* (Optional),- Mineral wool or glass fiber batts partially or completely filling stud cavity. 4. Wallboard, Gypsum* - 5/8 in. thick, 4 ft. wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S self -tapping steel screws spaced 8 in. o.c. along vertical edges, and 12 in. o.c. in the field of the board. joints oriented vertically and staggered on opposite sides of the assembly. When attached to furring channels with 1 in. long, type S steel screws spaced 12 in OC. Boral Gypsum, Inc. - Type BG -C, DDDC3, DD02 or DDN1. Canadian Gypsum Co., Ltd. - Types C, SCX, SHX, WRX. Eagle-Gypsurn Products - Type EG -C or EGX-11. Georgia-Pacific Corp. - Type DOG, GPFS-3, CPFS-6, or GPFS-C. National Gypsum Co. - Types FR, FSW, FSW-G, WR. Pabco Gypsum - Type C, PG -3, PC -5, PC -9, or PG -C. Republic Gypsum Co. - Type RG -G. Standard Gypsum Corp. - Type SGC, SG --C, or SGC -G. Temple-Inland Forest Products Corp. - Types T, TP -5, VPB-Type T United States Gypsum Co. - Type AR, C, FCV, IP -X1, IP -X2, SCX, SHX, Westroc Industries Ltd. - Type Westroc Fireboard. 4A. Wallboard, Gypsum* - (As an alternate to Item 4) - Nom. 3/4 in, thick, installed as described in Item 4 with screw length increased to 1---1/4 in. Canadian Gypsum Company - Type AR United States Gypsum Co. - Type AR. Yeso Panarnericano SA de CV - Type AR 4B. Wallboard, Gypsum* - (As an alternate to Item 4 and 4A) - Nom. 5/8 in, thick, installed as described in Item 4. Joint covering (Item 5) not required. Canadian Gypsum Company Type WSX. United States Gypsum Co. - Type WSX Yeso Panamericano SA de CV - Type WSX 5. Joint Tape and Compound - Vinyl dry or pre --mixed joint compound, applied in two coats to joints and screw heads: paper tape, 2 in. wide, embedded in the first layer of compound over all joints. As an alternate, nominal 3/32 in thick gypsum veneer plaster may be applied to the entire surface Classified veneer baseboard. Joints reinforced. 6. Furring Channel - (Optional - Not Shown)-- Resi;ient 25 MSG gals steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in long type S-12 panhead steel screws *Bearing the UL Classification Marking 1 -HOUR WALL ASSEMBLY NOT TO SCALE I I EXISTING STRUCTURE ABOVE I I oil SEE REFLECTED CLG. PLAN —3 5/8" METAL STUDS FOR CEILING HEIGHTS i 16" O.C. (20 GAUGE) DRAWING 1/A-2 I I I I I I ONE LAYER OF 5/8" GYPSUM BOARD EA. SIDE " SALES AREAif �� ) STOCK ROOM if CONTINUOUS 3 5/8" METAL BOTTOM RUNNER ANCHORED TO CONCRETE I FLOOR SLAB EXISTING COCRETE FLOOR SLAB I BASE I 0'—Y'I FINISH FLOOR ". w. + Aw ' •�' 2 TYPICAL PARTITION (NON -RAT SCALE: 3/4" - 1'-0" UL SYSTEM Na. HW -S-0030 ASSEMBLY RATINGS 1 & 2 Hr (SEE ITEM 2) JOINT WIDTH — 3/4 IN. MAX I— A A 1. Floor Assembly - The fire rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual floor ceiling design in the UL Fire resistance directory and shall include the following construction features: A.) Steel floor and Form Units* - Max 3 in, deep Galy steel fluted units. B.) Concrete - Min 2-1/2" thick reinforced concrete as measured from the top plane of the floor units. 2. Wall Assembly - The 1 or 2 hr. fire rated gypsum wallboard/steel sud wall assembly shall be constructed o the materials and in the manner described in the individual U400 - Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A.) Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of goly steel channels sized to accommodate steel studs (Item 2B), Ceiling runner to be secured to valleys of steel floor units (Item A) With steel Fasteners or by welds spaced max 24 in. OC> B.) Studs - Steel studs to be min 3 1/27 wide. Studs cut 1/2 to 3/4" less in length than assembly height. with bottom nesting in and resting on floor runner wand with top nesting in ceiling runner with or without attachment. Stud spacing not to exceed 24 in. o.c. C.) Wallboard, Gypsum * - Wall board sheets installed to a min. total thickness of 5/8 In. and 1-1/4: on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that wallboard is cut to the contour of the steel floor units with a max 3/4" gap between the top of the wallboard and the floor units. The hourly fire rating of the joint system is dependent on the hourly fire rating of the wall. 3. Fill Void or Cavity Material * — Caulk— Min 5/8" and 1-1/4' thickness fo fill material for 1 and 2 hr. rated assemblies, respectively, installed an each side of the wall between the top of the wallboard and all surfaces of the steel floor units, flush with each surface of the wall. Minnesota Mining and Mfg. Co. - CP 25WB+ * Bearing the UL Classification Marking 1 $, 2-HOURAA LL H A ASCE LY NOT TO SCALE RIGID ROOF INSULATION nX/r-D AAI7TAI n[170V 3 REAR WALL SECTION SCALE: 3/4" = 1'-0" 6" 20 GA. 1NISHED ALUM. ER TOP OF BEARING WALL gl-\ VARIES. SEE STRUCT. DWGS. ►NRY TIE SEE CT. DWGS. E.I.F.S. 16" x W CONCRETE ;K WALL. SEE ICTURAL DRAWINGS RE—BAR INFILLED CELL ;TRUCTURAL DRAWINGS I M PACT E.I.F.S. UP TO Y' A. F. F. HED DIRECTLY NU BLOCK 17 A-12 20 GAUGE PREFINISHED NUM DOWNSPOUT PAINTED ATCFI WALL FINISH EXPANSION FILLER RETE SPLASH < @ EA. DOWNSPOUT ALT SLOPE AWAY FROM BUILDING SAWCUT MASONRY POINT IN RAIN HO( CAULK CONT. 22 GA. GALV. MTL RAINHOOD, PAINT TO MATCH DOORS CAULK WEATHER I r�lrrnvv TYP. GROUND DOORS RAINHOOD DETAIL NOT TO SCALE RIGID ROOF INSULATION rnif7Q AAS FAl n[ -0V SIE WALL SECTION SCALE: 3/4" = 1'-0" HEAVY METAL EDGE FLASHING FASTENERS WITH NEOPRENE WASHER SPACED APPROXIMATELY 12" O.C. BASE FLASHING NAIL FELT TO BLOCKING APPROXI TELY 8" O.C. FELT EN OP - v o °4 4' a ° Qv CONTINUOUS CLEAT JOIST BEARING ELEVATION VARIES. SEE STRUCTURAL DWGS. )NRY TIE I. SEE CT. DWGS. E.I.F.S. 16" x W CONCRETE K WALL. SEE CTURAL DRAWINGS -ORCING IN FILLED -SEE STRUCTURAL DWGS. UT JOINT, IN RAINHOOD, < CONT. N. GALV. MTL. OOD, PAINT LATCH ADJACENT LACES. J 'RESSIBLE R BOARD & SEALANT RETE SLAB 1/8" AWAY FROM INC WALL 'rAl� y �- NOT TO SCALE Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com 0 CDPYRIGHf All reports, plana, specifications, computer files, field data, notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects os instruments of service remain the property of Cuhaci & PetefSon, Architects. Cuhaci & Peterson shall rata In all common low, etaluatory and other reservod rights, Including the copyright thereto. Arty use or reproduction of this document w@pout written permission from Cuhod & Peterson is a violation of Federal copyright laws. tai gi OF REVISION 1 2 _. I 3 I 4 5 6 I —. 7 PROJECT NO. 200111 SCALE AS SHOWN DATE Q8 -31-Q0 DRAWN MM/MS CHECKED MP 7: M W N L4 m a C: -U I— r n, CP m co G) i i LIJ Cfl LO Iii C) It L0 CD N �0 Z r� U) LU U)Z U vol Q Z L, JCr U 00 00 Z gi OF REVISION 1 2 _. I 3 I 4 5 6 I —. 7 PROJECT NO. 200111 SCALE AS SHOWN DATE Q8 -31-Q0 DRAWN MM/MS CHECKED MP 7: M W N L4 m a C: -U I— r n, CP m co G) i i Cfl LO t N 0 0 Z C w U) 0 W Z CD -� F U w -� C) gi OF REVISION 1 2 _. I 3 I 4 5 6 I —. 7 PROJECT NO. 200111 SCALE AS SHOWN DATE Q8 -31-Q0 DRAWN MM/MS CHECKED MP 7: M W N L4 m a C: -U I— r n, CP m co G) i i 1 1/2" 0 PIPE RAILING GONG. FILLED BOLLARDS TYP. PAD EL COMPACTOR IS MIN. 18 BELOW INTERIOR FINISH FLOOR METAL LADDER WITH HANDRAIL AT SIDE OF OPENING FROMMELT CODE V2G METAL HOOD. SQ BACKWALL 6 Z) �1 QD SATELLITE DISH CABLE POINT OF ENTRY (TYPICAL OF TWO) LU 16" MELAMINE SHELF © +63" AFF TO MATCH LO LOCATED WITHIN 6 TO 8 FEET OF DISH. Q COUNTER NOTE: 1— SHELF BRACKET A ROSS STORES SPECIFIED W f'� zm i Up `'` g , F_ LUU �0000z WALL CLEAT INSTALLATION CONTRACTOR ROOFING WILL SUPPLY AND INSTALL COUNTER -FLASHINGS "TAWNY COUNTER/SHELF AND AND MASTIC SEAL 30" COUNTER WILSONART HLP #7212-13 EXTERIOR H D NOHARDWARE. G.C. TO WARE 0 m A-7 SEC. 3.17 LHI ITEMS. STORM COLLAR THIS DRAWING IS METAL LEG WITH ADJUSTER (SPACING AS REQUIRED) PROTOTYPICAL, SEE PLAN EMT OR METAL z AT 5'-0" O.C. MAX WITH CHROME FINISH FOR EXACT LOCATIONS, CONDUIT WITH A 3/4!' O60 co LENGTHS, AND - —,_ PROVIDE VIEWER ARROW EXIT CONFIGURATIONS, FIELD 011 DIAMETER FINISH END AS 2'-C VERIFY PRIOR TO FABRICATION. REQUIRED SECTION GENERAL CONTRACTOR IS ----------- i FROMMELT IP -903 DOCK SEAL C -PAD DEVICE, EXTERIOR CANOPY, FULL N ®N ROSS C.M. FOR THE NAME +63" AFF (SEE PLAN) DESIGN D 0 PA APR NAT I MI 4 - 0 - X 8 0 X SCHEDULE THE WORK WITHE '- STYLE WITH BLACK SUPERFLEX HC/AP WEATHERING W/ SEALS, RAIN DRIP - 00 RIM LOCK -- I COMPACTOR TO MEET ACCEPTED. n 3/4 PLYWOOD BACKBOARD I FABRIC, AND ROSS LOGO DOCK SIGN, FROM AND DOOR ADA THRESHOLD AND IRAMJET RECEIVING DESK (VL) tf' - ------------------------------------- --� WRITTEN I AROUND INTERIOR WALLS VO � HOLE (QUANTITY AS DIRECTED BY ROSS) - PROVIDE PLASTIC FERRULES ARBON EQUIPMENT, FREMONT, CA, LANDING & SS SIGNAL BUTTON. OSE BIBB INSTALLATION MARATHON COMPACTOf OF ELECTRI AL ROOM 0 PHONE: 1-888-264-9300. NO _�. RECOMMENDATIONS CONTAINER AND CHUT 24"AFF. SUBSTITUTION. * COMPACTOR CONTROLS W/ TC -220T FOR END LgAD Q FROMMELT DUCK SHELTER HOOD '' `',`'� PRESSURE GAUGE I - INSULATED SECTIONAL DOOR WITH WEATHER AND BOTTOM PAD AT BUMPER F SEALED JAMBS AND SILL cNv 30'-9 T 1 /2" 4" OFF FROMMELT CODE U4 COMBINED BOTTOM PAD AND BUMPER — — - — - — - — - — - — - — - — - - _------- -- p - r- —_ _ ---- - ----------------------- ---- w fr F- S ~Ld W C9 n � 0WA _---- --r------ ---------------._---.----------- -- __ ----- -- — -- ----- ALL ELECTRICAL PANELS INCLU ING THE PHONE 600A, 277/48OV, ! . 12" MIN. D 0 FJ _j Y w =l r PADLOCK DOOR LATCH AT FURRED WALLS _ WHERE SECURITY PANEL, FCP, EMS P NEL AND TELEPHONE BOARD MUST BE L�JCATED IN THE BOARD 4 -FLEX 3PH, 4W PULSE METERED SERVICE �t > - s :' ' • o 0- 0 - I- z w W - o a 0 CON RETE OCK AD BOTH TRACKS REQUIRED F�R INSULATION +t5" �.:";', v 00 ¢ m a ' ELECTRICAL ROOM 180V, i -E 4 `I 600A, 277/ 3PH, 4W �I 0 5 PHONE: 2 PAIR w ^ -_I ' METAL DOCK LADDER WITH PULSE METE ED SERVICE ALL ELECTRICAL PANELS INCLUDING THE SECURITY _ 1 CLAD n CABLE TO TERM :.. ,• �' :t • '' ' SLOPE TRUCK APRON AWAY FROM BUILDING N o , FIXED SAFETY POLE ON I PANEL, TCP, EMS PANEL I I I ER, CAGE, SAFETY BLOCK V'// 8 AT 1 8" PER FOOR 1 -PERCENT / ( ) I 4'-8" OUTSIDE I AND TELEPHONE BOARD P & BEST 415.72 SERVICE LINES: 6 MUST BE LOCATED IN THE OCK AT TERM BLOCK, 1 - - ELEC. ROOM __ TO EMS PANEL, 1 TO FIRE ALAMR E CT I O N REINFORCED CONCRETE DOCK BUMPER AND I STEM WALL DESIGNED TO RESIST TRUCK ® I 1" UNDERCUT FULL HEIGHT WALL IMPACT AND OVERTURNING. UNLESS - .-._._..__ - - - - - - - ----------------------------- _-----_ _-_ _-_-_-_- _ ----------------------------- N el---------- ----r---- ------------------------------------------------------ - ---- DESIGN D DESIGNED FOR ALL NEW BUILDING 2" x 6" FIR ANCHOR PLATE Wy ® CONSTOR BUMPER AND STEM WILL t) _ TYPICALLY BE INDEPENDENT OF EXISTING I 10'-6" AFF. BY G.C. FOR 12' 0 STOCK ROOM a BUILDING WALL AND FOUNDATION. IN SUCH ' SHELVING. (SEE STOCK ROOM YOUT ROSS CASES THE JOINT (1/4"-3/8") AT THE FURRED WALLS WHERE SEE ROSS FIA -1 PLAN FOR RA -1 PLAN). BOLT PLATE SECI)RELY TO WALL. JAMB MUST BE CONTINUOUSLY FACE REQUIRED FOR INSULATION FINAL STOCKROOM LAYOUT PROVIDE CODE REQ'D. WALL B IMPOSED LATERAL LOADS. PROVIDE CING FOR ADDITIONAL cx� W CAULKED WITH NEOPRENE OR OTHER SUITABLE CAULKING MATERIAL. TOP OF PLATE WITH TOP @ 6'-10" FON 8'-0" HIGHCONCRETE STEM IS TO BE SLOPED TOWARD STOCK SHELVING WHERE INDICTED. VERIFY '- -_-I THE OUTSIDE (1:20) AND IS TO HAVE ' 60'---4" EXTENT AND LOCATION OF ANCHORING PLATE' ANGLES U0 I � � 1 ANCHORED AT THE INCONTINUOTERIOREEL AND EXTERIOR -_-_-_-_-_-_-_-_-_-_-1 -.--____- _-_-_ _-_-_-__-.__-._-_-_-_-_--- _ _ _ ____ - - - - _______ _ - -f- _ _ ___ _ _ ` - - CONSTRUCTION MANAGER. _SEE FINAL SHELVING -_-_-_-_ "D" _-_- - -_ EDGE OF THE SILL. YOU MUST INSURE LAYOUT AND DESIGN GUIDELINE; APPENDIX DESIGN CONFORMS WITH RITE-HITE FOR ATTACHMENT INFORMATION.I (FORMMELT) DESIGN RECOMMENDATIONS AND THAT BUILDING IS PROTECTED FROM IMPACT 'I DAMAGE. +48" 00 FULL HEIGHT WALL REPACK I II � � I ON -GRADE RECEIVING IS NOT A ROSS PROTOTYPICAL CONFIGURATION. IT IS TO BE STATION VL ;; t3 OFF/HALF/FULL FULL HEIGHT WALL I USED ONLY IN THOSE SITUATIONS WHERE A ' - -------------------------------------------------------------------------------------------------------------------- --------------------- RECESSED DOCK IS NOT FEASIBLE AND i --------------------------------------------------------- _- _ -- --- ------------ --- MUST BE SPECIFICALLY APPROVED BY THE i ROSS STORE ARCHITECT. r N ------- - IF__ ___-------------------_-_--- r _------------------ TRAFFIC d R ______-__-____--_____-__------------------ - _ i LITEv I (L�N I ----------------------- ----------------------------------------------_ --—.------- - — - — - — - ---_.--------------- -.------------------------------ I r3 9'- 10" (VL) 4" ' I I SCALE: 1/4" - 1'-0" >, i 30'-6"(VL) �� , I ARGED STOCKROOM PLAN 011 10'-0" PAD SCALE:IDOCK RAMP DESIGN CRITERIA , 11 DOCK IS TO DESIGNED TO ACCOMMODATE A STANDARD 65 -FOOT SEMI -TRACTOR AND TRAILER WITH A 48" BED HEIGHT, WITH FLUSH DOCKING AND A BED SLOPE NOT TO EXCEED 1:30 WHILE PROTECTING TRUCK AND BUILDING FROM IMPACT DAMAGE AND INSURING FULL DOCK SEAL.' OAO �LDETAIV IN -DESIGNED OFFSET (MIN 4') OAO P ELEV: 0'-0" ELEV: -0'-3" (FIN. FLOOR) (GROUND) � ---Sam -4 L4 III—III —III—III—III— I�I I � I- �_ —.III—III—III—III—III—III—III—III- K. I- S r' - S STORES SPECIFIED FIXTURE VENDOR ISTALLATION CONTRACTOR WILL )E AND INSTALL GUARD RAILS DUIDELINE SEC. 3.17 LHI ITEM. =NERAL CONTRACTOR IS RESPONSIBLE NTACT ROSS C.M. FOR THE NAME INSTALLING CONTRACTOR AND TO ,INATE AND SCHEDULE THE WORK 'HE INSTALLER 1/27 DIA. X 5" LONG INSERTS ( 3 TOTAL ) SUPPLIED BY MFR. ( PROVIDE 4 INSERTS AT GATE) NOT TO SCALE 2 1 /4" DIA. POLISHED CHROME RAIL POST BASE PLATE BY MFR POLISHED CHROME COVER PLATE FINISHED FLOOR ELEVATION LICHT WEATHERH OOD DOCK SEAL SECTIONAL DOOR BOTTOM PAD AND BUMPER REINFORCED CONCRETE STEM WALL �71_ISHED CHROME RAIL POST CAP DIA. X 60" LONG POLISHED 'P. U.Q.N. ON FLOOR PLAN 1 /4'DIA. DOUBLE RAIL END POST, NTER POST OR CORNER POST > REQUIRED PER FLOOR PLAN e)()HROME RAIL ELEVATION ) NOT TO SCALE BACKWALL 6 Z) QD SATELLITE DISH CABLE POINT OF ENTRY (TYPICAL OF TWO) LU 16" MELAMINE SHELF © +63" AFF TO MATCH LO LOCATED WITHIN 6 TO 8 FEET OF DISH. Q COUNTER NOTE: 1— SHELF BRACKET A ROSS STORES SPECIFIED W f'� zm FIXTURE VENDOR AND PIPE BOOT WITH F_ LUU �0000z P ELEV: 0'-0" ELEV: -0'-3" (FIN. FLOOR) (GROUND) � ---Sam -4 L4 III—III —III—III—III— I�I I � I- �_ —.III—III—III—III—III—III—III—III- K. I- S r' - S STORES SPECIFIED FIXTURE VENDOR ISTALLATION CONTRACTOR WILL )E AND INSTALL GUARD RAILS DUIDELINE SEC. 3.17 LHI ITEM. =NERAL CONTRACTOR IS RESPONSIBLE NTACT ROSS C.M. FOR THE NAME INSTALLING CONTRACTOR AND TO ,INATE AND SCHEDULE THE WORK 'HE INSTALLER 1/27 DIA. X 5" LONG INSERTS ( 3 TOTAL ) SUPPLIED BY MFR. ( PROVIDE 4 INSERTS AT GATE) NOT TO SCALE 2 1 /4" DIA. POLISHED CHROME RAIL POST BASE PLATE BY MFR POLISHED CHROME COVER PLATE FINISHED FLOOR ELEVATION LICHT WEATHERH OOD DOCK SEAL SECTIONAL DOOR BOTTOM PAD AND BUMPER REINFORCED CONCRETE STEM WALL �71_ISHED CHROME RAIL POST CAP DIA. X 60" LONG POLISHED 'P. U.Q.N. ON FLOOR PLAN 1 /4'DIA. DOUBLE RAIL END POST, NTER POST OR CORNER POST > REQUIRED PER FLOOR PLAN e)()HROME RAIL ELEVATION ) NOT TO SCALE 8 ELEVATION s COUNTER SCALE: 1" = 1'-0" _ SCALE: 1/2„ __. 1 _0„ Cuhaci & Peterson r on Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com o coPYRIGHr NI reports, pWna, apeciflcatlona, computer fltas, field data, notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci do Peterson, Architects.Cuhaci h Peterson shall retain all common low, alotuoto(y and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci do Peterson is a violation of Federal copyright luws.- - - BACKWALL z Z) QD SATELLITE DISH CABLE POINT OF ENTRY (TYPICAL OF TWO) CD 16" MELAMINE SHELF © +63" AFF TO MATCH LO LOCATED WITHIN 6 TO 8 FEET OF DISH. COUNTER NOTE: 1— SHELF BRACKET A ROSS STORES SPECIFIED W f'� zm FIXTURE VENDOR AND PIPE BOOT WITH F_ LUU �0000z WALL CLEAT INSTALLATION CONTRACTOR ROOFING WILL SUPPLY AND INSTALL COUNTER -FLASHINGS "TAWNY COUNTER/SHELF AND AND MASTIC SEAL 30" COUNTER WILSONART HLP #7212-13 HARDWARE AS GUIDELINE 0 ASH" SEC. 3.17 LHI ITEMS. STORM COLLAR THIS DRAWING IS METAL LEG WITH ADJUSTER (SPACING AS REQUIRED) PROTOTYPICAL, SEE PLAN EMT OR METAL z AT 5'-0" O.C. MAX WITH CHROME FINISH FOR EXACT LOCATIONS, CONDUIT WITH A 3/4!' O60 co LENGTHS, AND MINIMUM INTERNAL CONFIGURATIONS, FIELD 011 DIAMETER FINISH END AS 2'-C VERIFY PRIOR TO FABRICATION. REQUIRED SECTION GENERAL CONTRACTOR IS ----------- i RESPONSIBLE TO CONTACT SILICON SEALANT 16" WOOD SHELF ® I ROSS C.M. FOR THE NAME +63" AFF (SEE PLAN) OF THAT INSTALLER AND i TO COORDINATE AND SCHEDULE THE WORK WITHE '- WALL MOUNTED CLEAT I THE INSTALLER. i 1 NO SUBSTITUTIONS WILL BE ' ACCEPTED. 2n I 1 _ --_I I CONDUIT MUST BE t - ----- - ------------------------------------- --� RIGIDLY SECURED TO - STRUCTURE PLAN VO � HOLE (QUANTITY AS DIRECTED BY ROSS) - PROVIDE PLASTIC FERRULES AT EACH HOLE 8 ELEVATION s COUNTER SCALE: 1" = 1'-0" _ SCALE: 1/2„ __. 1 _0„ Cuhaci & Peterson r on Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com o coPYRIGHr NI reports, pWna, apeciflcatlona, computer fltas, field data, notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci do Peterson, Architects.Cuhaci h Peterson shall retain all common low, alotuoto(y and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci do Peterson is a violation of Federal copyright luws.- - - vv REVISION 1 109-29-00 2 1 3 I 4 1 5 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MS/MM CHECKED MP SHEET A-7 X M Uj z Z) QD Lij CD LO 1— �U� W f'� zm N < F_ LUU �0000z W 0 vv REVISION 1 109-29-00 2 1 3 I 4 1 5 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MS/MM CHECKED MP SHEET A-7 X M z QD Q LO N 0 (y) 0 <� ct 0 0 00 0 LL C0 0D 0 � z C) � ul J O60 co < U) w W W vv REVISION 1 109-29-00 2 1 3 I 4 1 5 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MS/MM CHECKED MP SHEET A-7 X M Ai 2 SCALE: 1/4" = 1'-0" IUES LINE INDICATES G WC -1, SILVERFOX" IUES NOTE: A ROSS STORES SPECIFIED FIXTURE VENDOR AND INSTALLATION CONTRACTOR WILL PROVIDE AND INSTALL FITTING ROOM PARTITIONS AND ,HARDWARE AT LANDLORD'S COST PER DESIGN GUIDELINE SEC. 3.17 LEASEHOLD ALLOWANCE. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONTACT ROSS STORES FOR THE NAME OF THE INSTALLING CONTRACTOR AND TO COORDINATE AND SCHEDULE THE WORK WITH THE INSTALLER I Tr. I Tr. 1 Tr. 21 CAL PLAN SCALE: 1/2" = 1'-0" r ELEVATION SCALE: 1/2" = 1'-0" 410 1 1111, •11111 r SCALE: 1/2" = 1'--0" IUUKJ, I Tr. 'IN PAD OIRROR -1NISH FLOOR LINE OF WALL BENCH 4'-0„ 1 -1/16"X1-1/16"X1/8" ' CHANEL A EVATION SCALE: 1/2" = 1'--0" r ELEVATION SCALE: 1/2" = 1'-0" 1-1/16"7 ALUMINUM MAGN ETI C CATCH. LOUVEREE W/ 1-1/ 1-1/16")i ALUMINUM CHANNEL )KS PAD 1" ALUMINUM CHANNEL =WALL BRACKET 4C H TO iCKING IN .L >TING WALL I/8"X1-1/8" MINUM CHANNEL ® VATION SCALE: 1/2" = 1'-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com O COPYRIGHT At reports, plane, specifications, computer fih,u, Wd data, noteu and other documents are Instruments of service prepared by Cuhaci h Peterson. Architects as instruments of service remain the property of Cuhaci do Peterson, Architects. Cuhacl do Peterson stroll retain oil common law, stotuatory and other reserved righte. Including the copyright thereto. My use or reproduction of this document without written permiesion from Cuhaci do Peterson is a violation of Federal copyright tows. I '- F REVISION 1 109-29-00 2 --- 3 1 4 5 I 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN W 08-31-00 z Z) MS/MM z L.L. MP SHEET It A -8 LOJ f F— z 0 01-11 U) w r /)y � WC( < v r 0 �j J U CC) z I '- F REVISION 1 109-29-00 2 --- 3 1 4 5 I 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 z DRAWN MS/MM CHECKED MP SHEET o- A -8 f 0 rJ (Y) 0 01-11 CK ®® z Q F- � LL LL � ® W ��tt, U) LL w (j)z o Q c w z U, W I '- F REVISION 1 109-29-00 2 --- 3 1 4 5 I 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN S M Cl) N DATE 08-31-00 DRAWN MS/MM CHECKED MP SHEET A -8 S M Cl) N 1 ENLARGED RESTROOM PLAN SCALE: 112" = V-0" h\ PLUMBING FIXTURES AND ACCESSORIES 1�. WATER CLOSET: KOHLER HIGHCLIFF LITE TOILET (K-4368) AT ACCESSIBLE STALLS, AND KOHLER WELCOMME (K-4350 ) AT OTHER STALLS, ALL WITH K -4670—C SEAT,AND SLOAN ROYAL 110-3C EXPOSED FLUSH VALVE WITH VACUAM BREAKER AND STOP. NO SUBS"TTTU,iON. 2O RESTROOM LAVATORY: AMERICAN STANDARD, LUCERNE 0355.012 WHITE, WITH HERITAGE CENTERSET FAUCET 7516.172 W/4" WRIST HANDLES, OR EQUAL. 3. NOT USED O URINAL: AMERICAN STANDARD, ALLBROOK 6540.017 WHITE, OR EQUAL. 5. SERVICE SINK: FLORESTONE MODEL #91 36"X 24"X 12" WITH STAINLESS STEEL CAP. FAUCET: CENTRAL BRASS 0054-YEL--Q--ELS SERVICE SINK FAUCET. O DRINKING FOUNTAIN: HALSEY-TAYLOR BARRIER -FREE HAC8BLQ ELECTRIC WATER COOLER TWIN. INSTALLED W/ ORIFICE AT -I-34" (LOW) AND -1-41" (HIGH) OR AS REQUIRED TO MEET CODE. O ELECTRIC 10 GALLON WATER HEATER. Q UNLESS OTHERWISE NOTED ALL TOILET ROOM ACCESSORIES ARE BY BOBRICK. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL TOILET ACCESSORIES AS NOTED. �J SURFACE MOUNTED TOILET SEAT COVER DISPENSER B-221 B� SURFACE MOUNTED SOAP DISPENSER PROVIDED AND INSTALLED BY ROSS STORES SURFACE MOUNTED TOILET TISSUE DISPENSER B-2893 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL B-270 �E RECESSED SANITARY NAPKIN --TAMPON VENDOR, B-"3500 SET FOR 25 -CENT COIN OPERATION. (� MIRROR W/ S.S. FRAME, 18"X36" B-2908 �H TIME MIST DISPENSER (1 PER RESTROOM) SOURCE: WATERBURY COMPANIES INC. PHONE: (203) 597-1812 [�J DIAPER CHANGING STATION #BCSO1 SOURCE: AVANTI (510) 658-9778 OK TOILET ROOM PARTITIONS: BOBRICK, DURALINE SERIES 1080 SOLID PHENOLIC PARTITIONS, OVERHEAD BRACED, COMMERCIAL HARDWARE, COLOR: 689 "STELLAR" OHAND DRYER, SURFACE MOUNTED, GRAY COLOR B-7007 OMS.S. GRAB BARS WITH CONCEALED MOUNTING B-6206 O LOCKER / BREARK RM SINK - "ELKAY' CECR-2521 STAINLESS STEEL SINK W/ UNDERSEAL; "AMERICAN STANDARD" 7401.002 FAUCET W/ "HERITAGE' WRIST BLADE HANDLES 10 TOILET ROOM CONFIGURATION AND FIXTURE COUNTS MUST BE CONFIRMED AND BROUGHT INTO CONFORMANCE WITH LOCAL CODE REQUIREMENTS. PLEASE CONSULT WITH ROSS STORE ARCHITECT CONCERNING REQUIRED MODIFICATIONS. 10, THE TOILET ROOM PLAN AND ELEVATIONS ON THIS SHEET ARE SHOWN FOR CONCEPT AND MAY NOT MATCH THE SITE SPECIFIC PLAN. IF THAT IS THE CASE, THE DRAWINGS ON THIS SHEET ARE TO BE USED AS A GUIDE TO OUR PROTOTYPICAL REQUIREMENTS WHEN PREPARING THE SITE SPECIFIC TOILET ROOM PLANS, ELEVATIONS AND DETAILS. T WATER1 10'-2" AIN PIPES TO INSULATED CERAMIC ERA ICBALOOOR TILE &(__ARESTROOM ELEVATION NE SCALE: 1/2" = 1'-0" G.C. TO PROVIDE SOLID L3LOGKING IN THE WALLS FOR GRAB EARS SUPPORT. ALL GRAB BARS MUST SUSTAIN THE BENDING STRESS, SHEAR STRESS, AND SHEAR FORCE OF 25D LB POINT LOAD CD I DRAIN PIPES TO 'IT OVIDE SOLID I `:_J (J (D L o1 Ir \ </ M K ` K II//j/II K K O O nm 6" 3' / / I O3'-6 E WALLS FOR 4) VL, oERGLASS (D AB BARS GRAB BARS MUST SUSTAIN THE BENDING STRESS. SHEAR STRESS. AND SHEAR WATER V PPORT. ALL B �- L - - ----------W I21_it I� N [ r BD: TYPICA \ 111 1.11 ST SUSTAIN z ALL WET A E BENDING CESS, SHEAR Ess, AND EAR FORCE \ \F� \\\ II T WATER1 10'-2" AIN PIPES TO INSULATED CERAMIC ERA ICBALOOOR TILE &(__ARESTROOM ELEVATION NE SCALE: 1/2" = 1'-0" G.C. TO PROVIDE SOLID L3LOGKING IN THE WALLS FOR GRAB EARS SUPPORT. ALL GRAB BARS MUST SUSTAIN THE BENDING STRESS, SHEAR STRESS, AND SHEAR FORCE OF 25D LB POINT LOAD CD I DRAIN PIPES TO 'IT OVIDE SOLID I `:_J (J (D L o1 r - TO DRAIN PIPES TO 'IT OVIDE SOLID 15 `:_J (J (D L o1 DF 0a -1 \ </ M K ` K DCKING IN O O Q �J 6" 3' � U REINFORCED N � PANEL E WALLS FOR 4) VL, oERGLASS (D AB BARS GRAB BARS MUST SUSTAIN THE BENDING STRESS. SHEAR STRESS. AND SHEAR WATER JC PPORT. ALL W z U RESISTANT AB BARS I� N [ r BD: TYPICA \ 111 1.11 ST SUSTAIN z ALL WET A E BENDING CESS, SHEAR Ess, AND EAR FORCE \ \F� \\\ II 250 LB M I O\ \ II INT LOAD 6 3' CAULK ALL o - - - - --I K EDGES -� - J // g MOULDING 07-1- I N � / I r- 1 10'--2" CERAMIC FLOOR TILE & BASE Rlk is) EELEVATION (WOMEN SCALE: 1/2" .- 1'-0" r- PAINTED PAINTED -i r- PAINTED SCALE: 1/2" = 1'-0" 1 r11VLL I E S T R OE L SCALE: 1/2 )1 = 1'-0" DRAIN PIPES TO 'IT DRAIN PIPES TO 15 `:_J (J (D L o1 DF 0a -1 \ </ M K ` K �r FIBERGLASS O O Q �J 6" 3' � U REINFORCED N � PANEL LOU N 4) VL, oERGLASS (D j GRAB BARS MUST SUSTAIN THE BENDING STRESS. SHEAR STRESS. AND SHEAR 1 / _ JC 2 2NFORCEDANEL W z U 0 I - Y-ITI I� N [ r f�M[Fii 111 1.11 F1 z SCALE: 1/2" = 1'-0" 1 r11VLL I E S T R OE L SCALE: 1/2 )1 = 1'-0" BE INSULATED SCALE: 1/21? = 1'-0" TOILET ROOM NOTES 1. GRAB BARS TO BE 1 11Z' DIAMETER, 1 1/27 CLEAR FROM WALL, BOBRICK #B-6206. 2, ALL OPERABLE FIXTURE COMPONENTS OR LEVERS OF FIXTURES AND ACCESSORIES TO BE MOUNTED 40" MAXIMUM ABOVE FINISH FLOOR 3. HOT WATER AND DRAIN PIPES UNDER LAVATORIES TO BE THERMALLY INSULATED 4. HANDICAP TOILET TO HAVE TOP OF SEAT BETWEEN 17 & 19" A.F.F. OR AS REQUIRED BY LOCAL CODES. 5• TOILET COMPARTMENT DOORS TO BE SELF-CLOSING 6. PROVIDE FLOOR DRAINS IN TOILET ROOMS AND JANITORS CLOSET. 7. TOILET ROOM PLAN AND DETAILS ARE PROTOTYPICAL: IT IS THE RESPONSIBILITY OF THE ARCHITECT TO INSURE THAT THE PLANS & DETAILS MEET ALL LOCAL CODE REQUIREMENTS (INCLUDING ADA, PLUMBING AND HEALTH DEPARTMENT REQUIREMENTS). 8. PROVIDE EXHAUST FAN AT LOUNGE, RESTROOMS, JANITOR'S AND EQUIPMENT CLOSET. USE COMMON UNIT FOR ALL LOCATIONS, SEE SHEET M-1. 9. INSTALL ROSS PROVIDED SIGNAGE IN CONFORMANCE WITH LOCAL CODES AND ADA REQUIREMENTS. COORDINATE WITH ROSS CONSTRUCTION MANAGER 10 -CAULK AROUND ALL MIRRORS AND ACCESSORIES ABOVE THE WAINSCOT (EXCEPT H). 11 CONTRACTOR MUST PROVIDE SOLID IN WALL BLOCKING FOR ALL TOILET ROOM ACCESSORIES AND PARTITIONS. - WATER RESISTANT GYP. BD. TYPICAL 0 ALL WET AREAS - CAULK ALL EDGES MOULDING "A M I-rr-n - WATER RESISTANT C BD. TYPICAL ALL WET AR - CAULK ALL EDGES MOULDING CERAMIC FLOOR DRAIN PIPES TO 'IT DRAIN PIPES TO L o `:_J (J (D L o1 DF 0a -1 B B B B B �r FIBERGLASS Q, o o FIBERGLASS Q �J REINFORCED PANEL � U REINFORCED N � PANEL LOU N G.C. TO PROVIDE SOLID BLOCKING IN THE WALLS FOR GRAB BARS SUPPORT. ALL z GRAB BARS MUST SUSTAIN THE BENDING STRESS. SHEAR STRESS. AND SHEAR BE INSULATED SCALE: 1/21? = 1'-0" TOILET ROOM NOTES 1. GRAB BARS TO BE 1 11Z' DIAMETER, 1 1/27 CLEAR FROM WALL, BOBRICK #B-6206. 2, ALL OPERABLE FIXTURE COMPONENTS OR LEVERS OF FIXTURES AND ACCESSORIES TO BE MOUNTED 40" MAXIMUM ABOVE FINISH FLOOR 3. HOT WATER AND DRAIN PIPES UNDER LAVATORIES TO BE THERMALLY INSULATED 4. HANDICAP TOILET TO HAVE TOP OF SEAT BETWEEN 17 & 19" A.F.F. OR AS REQUIRED BY LOCAL CODES. 5• TOILET COMPARTMENT DOORS TO BE SELF-CLOSING 6. PROVIDE FLOOR DRAINS IN TOILET ROOMS AND JANITORS CLOSET. 7. TOILET ROOM PLAN AND DETAILS ARE PROTOTYPICAL: IT IS THE RESPONSIBILITY OF THE ARCHITECT TO INSURE THAT THE PLANS & DETAILS MEET ALL LOCAL CODE REQUIREMENTS (INCLUDING ADA, PLUMBING AND HEALTH DEPARTMENT REQUIREMENTS). 8. PROVIDE EXHAUST FAN AT LOUNGE, RESTROOMS, JANITOR'S AND EQUIPMENT CLOSET. USE COMMON UNIT FOR ALL LOCATIONS, SEE SHEET M-1. 9. INSTALL ROSS PROVIDED SIGNAGE IN CONFORMANCE WITH LOCAL CODES AND ADA REQUIREMENTS. COORDINATE WITH ROSS CONSTRUCTION MANAGER 10 -CAULK AROUND ALL MIRRORS AND ACCESSORIES ABOVE THE WAINSCOT (EXCEPT H). 11 CONTRACTOR MUST PROVIDE SOLID IN WALL BLOCKING FOR ALL TOILET ROOM ACCESSORIES AND PARTITIONS. - WATER RESISTANT GYP. BD. TYPICAL 0 ALL WET AREAS - CAULK ALL EDGES MOULDING "A M I-rr-n - WATER RESISTANT C BD. TYPICAL ALL WET AR - CAULK ALL EDGES MOULDING CERAMIC FLOOR DRAIN PIPES TO 'IT DRAIN PIPES TO CERAMIC FLO TILE & BASE BE INSULATED BE INSULATED TILE & BASE VATION LIMENS) (�_C RESTROOM ELEVATION N"D SCALE: 1/2)) = 1'-0" G.C. TO PROVIDE SOLID BLOCKING IN THE WALLS FOR GRAB BARS SUPPORT. ALL z GRAB BARS MUST SUSTAIN THE BENDING STRESS. SHEAR STRESS. AND SHEAR 20 GA. METAL STUDS 2"X6" WOOD BLOCKING ATTACHED TO METAL STUDS W/ 3" DRYWALL SCREWS. MOUNT BLOCKING FLUSH WITH FACE OF II II II II STUD. GI - II II II II it II LINEE OF FIRST STUDFINISH IS OTO EBETER- II II I EXACTLY 6' II 111'� 8' IH CENTERLINE OF CHANGING STATION 7 e", U � AOUNTIN(j DETAIL TILE & BASE CENTERLINE OF UPPER ROW MOUNTING ---HOLES IN BACK WALL OF UNIT. VERIFY THAT THIS MOUNTING HEIGHT WILL GIVE A -I-34' BED HEIGHT WHEN UNIT IS INSTALLED. SEE MANUFACTURES INSTALL- ATION INSTRUCTIONS FOR ADDITIONAL INFORMATION i� co 16" ROUGH OPENING CENTERLINE OF TOWEL DISPENSER Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® COPYRIGHT All reports, plane, specifications, computer filo*, field data, notes and other documents are instruments of acrvke prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhoci & Peterson. Architect". Cuhod & Peterson shall retaln all common low, utatuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this docurnent without written permission from Cuhacl & Peterson Is a violation of Federal copyright laws. RLMSION 1 109-29-00 2 1 3 1 4 1 5 1 6, 7 1 1 a r - w rim 11 w CS,� PROJECT NO. 200111 W SCALE AS SHOWN DArE 08-31-00 D CHECKED MP SHEET z W CD IZT _j LO Q C) I z w f1 < a 0(Y) /W C) M JC 00 W z U 0 RLMSION 1 109-29-00 2 1 3 1 4 1 5 1 6, 7 1 1 a r - w rim 11 w CS,� PROJECT NO. 200111 SCALE AS SHOWN DArE 08-31-00 U) CHECKED MP SHEET Q W 0 Q z Cl) z 0 L %- W N z _. 0 W 00 Q LL D� W w U W < Z y (y)W w L RLMSION 1 109-29-00 2 1 3 1 4 1 5 1 6, 7 1 1 a r - w rim 11 w CS,� PROJECT NO. 200111 SCALE AS SHOWN DArE 08-31-00 t. CHECKED MP SHEET RLMSION 1 109-29-00 2 1 3 1 4 1 5 1 6, 7 1 1 a r - w rim 11 w CS,� PROJECT NO. 200111 SCALE AS SHOWN DArE 08-31-00 DRAWN MES/MM CHECKED MP SHEET 8 x 1 I 16" SHELF AT +60" A.F.F., BY ROSS +15" +15 _ n\ : (3) - 30" LONG (ASSISTANT MANAGERS) "+' EE 8/D3 =+ (1) - 48" LONG (MANAGER) (1) - 36" LONG (OFFICE EQUIPMENT DESK) � H o A10 I (3) - 60" LONG X 18" DEEP (EQUIPMENT CLOSE ca I ON ADJUSTABLE STANDARDS) 3, 8, (3) - 48" LONG X 10" DEEP (JANITOR'S CLOSET EXHAUST19'-7" ON ADJUSTABLE STANDARDS) � ISOLATED DEDICATED A - _ OUTLETS, (ORANGE) 1 20 Mp =LIF r DUPLEX -XT RM � _ - -,r -I + I � .n + - ,) - I j__ 1,4 U 0 0 C04ENIENCE— I MANAGER ASST MGR Z� Z-5 zo TV CK I o a a - o f in to inLL 5 t-15 +15" +15" FILE CABINET— `� MANAGER +15 +15 +15" t15" BY OSS I 4 Imp -- - D f T 20 A o II — — I LOCK � _ -XTER `:-' n� I 115" +0 II I - 36 5 C A-10 A +38' � o VIEWER � �_ -ILS �� ° 5' B �I ` I E N I r— +38' i CASH _ 10 15 +54" EMS ¢ I t +3_tII_�_ r 8" 105 Q m Q +54"2 --GANG w - +54" 1 -GANG Q F o c 4 +54 1 -GANG I +15" VIER V-)0 10 � MO TISE LO KSET r—— L I f—� —+ —I — _ — ri 49\ — I ---- ONE-WAY --- — - — —^ — =�R¢ ------I LI VISION LITE + + h a T2 LOCKSET - PRINTER MOMI ORA+b" SP/IG +19' 6X6 B RACK PUBLIC ADDRESS SP/IG 2" CONDUIT SEE DETAIL E 7'-11" 4'-5" 7'-0" 9,_9„ 4`1 #1 qrllr 5„ 5„ 5„ 1_N�ENLARGED OFFICE PLAN SCALE: 1/4" = 1'-0" N L E G E N D: DATA TELEPHONE NOTES 1. OUTLETS IN CASH OFFICE, MANAGER'S OFFICE AND EQUIPMENT CLOSET MUST BE ON ISOLATED GROUND, SURGE PROTECTED (PASS & SEYMOUR 15A DUPLEX/ MODEL #I06262OSP ORANGE) AND ON A DEDICATED CIRCUIT WHERE NOTED (NOTED "SP/IG") 2. PROVIDE ONE DEDICATED CIRCUIT FOR CASH OFFICE IG/SP OUTLET. 3. PROVIDE ONE DEDICATED CIRCUIT FOR THE MANAGER'S OFFICE SP/IG OUTLETS. 4. PROVIDE THREE DEDICATED CIRCUITS FOR THE CLOSET, ONE FOR EACH 4-PLEX RECEPTACLE, 5. CONVENIENCE OUTLETS IN THE CASH OFFICE, HALL, MANAGER'S OFFICE, AND LOUNGE (8 OUTLETS) ARE TO BE SPLIT BETWEEN TWO CONVENIENCE CIRCUITS. 6. SEQUENCING AND SCHEDULING OF ALL WORK (BOTH ROSS AND G.C.) MUST BE COORDINATED THROUGH THE ROSS CONSTRUCTION MANAGER. 7. IN THE LOUNGE, ROOM 109, PROVIDE THREE SEPARATE ISOLATED GROUND, SURGE PROTECTED OUTLETS, ON A SEPARATE DEDICATED CIRCUIT. ADJACENT TO EACH OF THE THREE OUTLETS PROVIDE A DATA JACK. THE LOCATION OF THESE DEVICES MUST BE FIELD VERIFIED BY THE ROSS C.M. PRIOR TO INSTALLATION. 8. PROVIDE ONE DEDICATED CIRCUIT FOR TIME CLOCK IG/SP OUTLET. FILE CABINET BY ROSS BOLD LINE INDICATES 1/2" PLYWOOD BEHIND GYPSUM WALLBOARD SEE DET. 8/Al2 FILE CABINET BY ROSS FILE CABINET BY ROSS NEW STORE/ REMODEL STORE RACK (RA77C ANO RACK EQUi ARir N.6C.. SUPMW ANA THR0R5 CONSTSIORES. SC 1)tSTAUA710N ('_A_STORE RACK ��j SCALE: 1/2" = 1'-0" r�aa I m/uv/�vu� r�.�.� I m/uvrtvcr� A LEVATION @ ASST. MANAGER SCALE: 1/2" = 1'-0" REPEATER/TUNER /AMP - 20AMP- SHELF BRACKET LI: COUNTER/SHELF SEE 1/RD-5 LASER t� BY ROSS PER ALLOWANCE PRINTER BY ROSS �r- FILE CABINET BY ROSS J LASER 20 AMP LI Cl VATION @ MANAGERS ENTRY SCALE: 1/21) - 1'-0" /A33 I WANIAVC.R i FOR DETAIL REPEATER BY ROSS - SCHEDULE INSTALLATION THROUGH ROSS C.M. SEE ELEVATION E/RD-1 116" SHELF 0+60" I DATA JACK (LASER) 16" SHELF 0+60" 16" SHELF 0+60" DATA JACK (X -TERM TELEPHONE J -130X ---TERM iBY ROSS SS PERF SEE ALLOWANCE -5 I FILE FILE CABINET CABINET �BY ROSS] I BY ROSS N X -TERM X -TERM 20 AMP I I 20 AMP MANAGER (__D�ELEVATION @ MANAG"'ERS' SCALE: 1/2" = 1'-0" OC 1 E (ELEVATION @TME CLOCK srnu. ,fir = V-0)) F ELEVATION @RACK �'j :(ALE: I/>" - V-0" CEILING AS OCCURS 1" CONDUIT STUB UP 4" ABOVE CEILING J -BOX WMA -06 I�7:10►Af ISOLATED GROUND DUPLEX OUTLET SEE PLAN FOR EXACT LOCATION. FINISH FLOOR 1 1/2" CONDUIT W/ 3" PULL STRING FOR SALES TERMINALS. STUD UP 6" ABOVE CEILING REFER TO RACK CONFIGURATIONS 6"X6" J -BOX +18" SYMBOL ASYNC BRIDGE (SAB) BY ROSS ISP BY ROSS STUB 3/4" EMT 6" ABOVE CEILING (ONE TO SATELLITE DISH, ONE I I I HOME RUN FOR SPEAKER WIRING.) I (I (I REPEAT TUNER FOURPLEX J -BOX [j,d - - U i 16" DEEP SHELF 0 +60" w � 1- t U_ Q CL O 0 to V tr: u - Q 2'-0" r ' � (�_G�ELEVATION SCALE: 1/21) = 1'-0" 41 SIDE SPLASH NEXT TO WALL.----- Go�� 30" 30" LINE OF' UPPER CABINET--- 3 ADJUSTABLE SHELVES 2p 0 0 0 co PLASTIC LAMINATE WALL CABINET S.S. SINK BY G.C. 0 I .� TOP, SPLASH AND BASE HOLE FIELD CUT BY G.C. N - INSTALLED BY G.C. FINAL CONNECTION BY G.C. OPEN FRONT -SOLID BACK co DOOR FRONT -SOLID BACK "ELKAY' GECR-2521 STAINLESS STEEL SINK MICROWAVE GFI RECEPTACLE 0 v 6„ PLAN VERIFY RIGHT OR LEFT HAND CORNER - RIGHT HAND SHOWN o0 0 -- GFI OUTLET "I 4 SPLASH ALONG REAR & WALL — SIDE OF BASE CABINET NOTES: `� - _ 6"H DRAWER o I 4" S.S. WIRE PULLS - TYPICAL 1. PIVOT HINGES TO BE RUSSWIN 201 & 203 X US26D OR EQUAL, 3 PAIR PER DOOR 2. ALL PANEL CORES TO BE 3/4 PARTICLE BOARD OR EQUAL o I DOUR FRONT -SOLID BACK 3. FIXTURES SHALL CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE I ADJUSTABLE SHELF OR WOODWORK INSTITUTE OF CALIFORNIA: "CUSTOM" GRADE STANDARDS. N 4. SEE FLOOR PLAN TO DETERMINE LEFT OR RIGHT HAND CONFIGURATION ADA KNEE & FLOOR CLEARANCE 5. FINISH TO BE PLASTIC LAMINATE AT ALL EXPOSED SURFACES, INCLUDING BASE. OPEN FRONT -CLOSED BACK FINISH TO BE PAINT AT ALL SEMI -EXPOSED SURFACE 4"H X 27D TOESPACE 6, PLASTIC LAMINATE TO BE WILSONART D315-6 "PLATINUM". c ear WITH 4 -INCH RUBBER 7. PAINT TO MATCH PLASTIC LAMINATE, SEMI -GLOSS. BASE, CONTINUOUS AT BOTTOM OF COUNTER. 8. MICROWAVE DUPLEX TO BE INSTALLED W/ EXTENSION AND W/ DEVICE AND COVER PLATE FLUSHED AT FINISHED BACK OF CABINET. VERIFY RIGHT OR LEFT HAND CORNER - RIGHT HAND SHOWN ELEVATION SUPINSTALLED 8c IN BY G.G. M ELEVATION @ BREAK ROCS COUNTER SCALE: 1/2" = 1'-0" SHEET A-1 V - ®R . U1 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-42.20 FAX (407) 228-4219 INTERNET: www.c-p.com 0 COPYRIGHT All reporta, plana, apec(ficatlona, computer {Ilan, field data, notes and other documents aro Instruments of service prepared by Cuhaci do Petersen, Architects as inutruments of aervice remoln the property of Cuhaci do Peterson, Architects. Cutwd & Pntaraon shall relaln all common law, atatuatory and other rouervod rights, including the copyright thereto. Arty use or reproduction of this document without written permission from COW do Peterson is a violation of Federal copyright Iowa. VU Od unOM LU D Z W Q � .__I !< z wr) < (y) W 00 ZU L0 z (y) a- 00 W 00 LL LL 0 LL w ILL. w U ® F_ (y)w W REVISION 1 109-29-00 2 1 3 1 4 1 1 6 1 7 1 PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MS/MM CHECKED MP SHEET A-1 V - ®R . F --V\..:ry,ry,.«ksv........-«,n..,..ar..M..' UUML LUUAI LUAI t-MUNANIUL CASE VERIFY L CATION PRIOR TO IINSTALLATIO. cV WIREMOLD 25 -:DTC TELE -POWER POLE PROVIDED AND !INSTALLED BY GENERAL CONTRACTOR AT !PREPARED LOCATION IN EACH COUNTER GROUP. CHECKOUT COUNTERS 4'-7" F — �� ` Ips �I I Ij��II I ��/II IIS/ I I I I I I I I I I I I i-� J �� J =— I i I N 1FIG IF o/ I I I 50' COIL OF COAXIAL CABLE II ABOVE CEILING W/MALE COAXIAL FITTING BY GENERAL CONTRACTOR J -BOX PRE-INSTALLED BY CASEWORK I MFG'R BELOW EACH REGISTER LOCATION (8 I TYPICAL). FINAL CONNECTION TO BUILDING 2 POWER BY GENERAL CONTRACTOR, SEE -1 1 2/D1. 0 I n n n n l H H H H U U U U ' 25'-6"„ �U � -� i z 6 EQUAL BAYS 61- 0 4 NOTES. 2 1. DIVIDE CLEAN ISOLATED GROUND POWER (NCR) INTO 3 SEPARATE CIRCUITS, EACH OF WHICH MAY SERVE NO MORE THAN THREE (3) REGISTERS. 2. THE GENERAL CONTRACTOR AND THE GENERAL'S ELECTRICAL SUBCONTRACTOR ARE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION OF ALL CHECKOUT AND SERVICE COUNTER :ELECTRICAL DEVICES, FROM THE PRE -WIRED J -BOX AT EACH REGISTER LOCATION THROUGH THE INDIVIDUAL POWER POLES AND BACK TO THE NCR AND POWER PANELS. ALL WORK IS TO BE DONE IN ACCORDANCE 'WITH BEST PRACTICE AND LOCAL ELECTRICAL CODES. 3. THIS LAYOUT IS PROTOTYPICAL. THE LAYOUT AND REGISTER COUNT ,CONTAINED IN THE PROJECT RA -1 AISLE PLAN WILL GOVERN. OBTAIN THE RA -1 PLAN FROM THE ROSS CONSTRUCTION MANAGER. ENLARGED CHECKOUT- ENTRY PLAN I CAMERA DOME DETAIL SCALE: 1/4” = 1'-0" a I N - RUN COAXI L CABLE ABOVE CEILING. TERMINATE N MANAGERS OFFICE WITH COAXIAL TV OUTLET(SEE PLAN FOR EXACT LOC TION). USE TEFLON COATED IF REQUIRE BY LOCAL CODES. PROVIDED AND INSTAL ED BY GENERAL CONTRACTOR. - J BOX ABOVE c CEILING CAMERA DOME TYP. PROVIDED AND 7 INSTALLED GENERAL CgY NTRACTOR SEE SPECI ICATIONS INSTALL CA ERA DOMES AFTER CAS WORK IS INSTALLED z 27'-2" 6 EQUAL BAYS 2" CHECKOUT b ENTRY ELEVATION D WALL WITH VINYL L COVERING OVER . BOARD. ,LANT _ES SIDE MINIMUM CLEAR GLASS =AR-EXCEP TO MATCH WHeeERE OCCURS) SOLAR �INZ SOUTH AND WEST LANT MINUM STOREFRONT 'E WALL WITH VINYL L COVERING OVER BOARD. E WALL TO BE AILED BY BASE .DING ARCHITECT E; TI M 1(4!'X 2" ALUM. FLAT BAR SREWED TO INTERIOR OF DOORFRAME W/ 2 FLAT HEAD SCREWS EA. END FINISH TO MATCH DOOR FRAME SALES SIDE 1/4" MIN. CLEAR TEMPERED GLASS (CLEAR- EXCEPT TO MATCH EXISTING WHERE OCCURS) SOLAR BRONZE AT SOUTH AND WET EXPOSURE SCALE: 1/4" = 1'-0" TELE -POWER POLE TO ABOVE CEILING W/ T -BAR ACCESSORY PACK CEILING AS OCCURS II it CUSTOMER SERVICE RETURN CABINET II II II II II "I 1 A o.83E B 2f- 0U'R S S 10,0 E LE 12B ROSS STANDARD STACKED SIGN. THE STACKED SIGN IS THE REQUIRED PRIMARY ENTRY SIZE FOR A ROSS STORE. THE STANDARD A:B SIZE IS 72 INCHES: 42 INCHES. 1D C DROSS F. 0c �9- L c M 5 4C 12D ROSS STANDARD IN-LINE SIGN. THE IN-LINE SIGN IS THE TYPICAL SECONDARY, SIDE AND REAR SIGN FOR A ROSS STORE. THE TYPICAL C:D SIZE IS 60 INCHES:30 INCHES, NOTE: THESE SIGNING TEMPLATES ARE PROVIDED FOR CONCEPTUAL USE ONLY. THEY ARE NOT INTENDED NOR SHOULD BE UNDERSTOOD TO BE A SITE SPECIFIC SIGN PROPOSAL. $SIGN TEM"OPPLATE NTS KINDORF CHANNEL (OR EQUAL) NOTE: 8x8x6 RTSC SUPPLIED SENSORS BY C&C BUILDING MOUNTED TO AUTOMATION SIDE OF CAN MUST BE FACING DIRECTLY NORTH 1/2" EMT 1/2" ROOFFJACK` ' APPROPRIATELY) r r5-� CAN M`110AUNTIN NTS } CONCEAL[ ISOR E MO _UMN COLUMN SEE 5/A 6" BAS E r-9--�SENSM@ COLUMN NTS I NOTE: PROVIDE 4'-0" COIL FOR FUTURE LOCATION OF SENSOR AT 7'-9" A.F.F. WHERE DEVICE BOX OCCURS SEE ALSO DETAIL 5/D-2 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® COPYRIGHT All reports, plana, specifications, computer riles, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson. Architects. Cuhacl & Peterson shall retain all common iaw, atatuatory and other reserved rights, including the copyright thereto. Any use or reproduction of thia document without written permission from Cuhaci & Peterson Is a violation of Federal copyright laws. REVISION 1 109-29-00 2 111-21-00 3 1 4 I 6 1 7 PROJECT N0, 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MM/MS CHECKED MP SHEET A- 1 L LI D z L,L.I Q c z U) w C /) LL1 U z is ,/ a 0 z z � 0 U 00 z REVISION 1 109-29-00 2 111-21-00 3 1 4 I 6 1 7 PROJECT N0, 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MM/MS CHECKED MP SHEET A- 1 w 0 Q U U w __j w r�- 06 t9 z 19 C� �1 (y) :D I0� < 0.: C) Q w U) ®0 W r /'� �J W Uq°mow `�' �'. "m'° C (y) w w REVISION 1 109-29-00 2 111-21-00 3 1 4 I 6 1 7 PROJECT N0, 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MM/MS CHECKED MP SHEET A- 1 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wwwx--pxorn © COPYRIGHT All reports, plana, specifications, computer files, field data, notes and other documents ore instruments of service prepared by Cuhaci & Petersen. Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhoci do Paterson aholl retain all corrrmon law, atalualory and other reserved rights, including the copyright thereto. My use or reproduction of this document without written permission from Cuhocl do Peterson is a violation of Federal copyright laws. STRUCTURE , CD D SIDE WALL :\t CHECKED z LO ItW 12 GAUGE STUD TRACK W/2 #10 SCREWS. CUT STUDS LO I 12'-0„ 25" 0 z U) NLT 3/8" LESS THAT FLOOR -TO -CEILING HEIGHT FOR W U 10 1/4" •J z 20,C.' W U 60 Z � Q DEFLECTION (OR AS CALCULATED). ALLOW MIN 316' 5/8" GYPSUM BOARD � ® W CLEARANCE ATOP GWB AND ATTACH GWB TO STUD 0 TAPED, SPACKLED, SANDED U) � ® D AT LEAST 1 1/2" DOWN FROM STURCTURAL CEILING. & PREP. FOR FINISH 0 v W • ; ... •: • : : ; .: SET FLANGE IN GALVANIZED ti z TO MIN. 6" ABOVE CEILING OR FULL HEIGHT AS �0Q �- 2 X 4 WOOD SECURED W TO PLYWOOD MOUNTED TO WALL z METAL FRAMING AND ROOF CEMENT EDGE FLASHING (GRAVEL STOP LIP OPTIONAL); {n ;• REQUIRED BY CODE AND ROSS, ROSS REQUIRES 0 TO EXISTING COLUMN W X T -BAR CEILING — BRACING AS REQ'D. PER PRIME FLANGE BEFORE STRIPPING t GYP BOARD ON AT LEAST ONE SIDE OF FULL BUILDING CODE REQUIREMENTS FELT ENVELOPE (FOR ~ HEIGHT WALLS -AND ON THE FULL HEIGHT WALLS SEE PLAN COAL TAR &ASPHALT MEMBRANE ;:. •� OF ROOMS OPEN TO STRUCTURE. � � FOR LOCATION TYPES 1 & 2 STRIPPING PLIES STRIPPING CEILING WHERE OCCURS I MECHANICALLY FASTEN °- , '% r '- F 1 1'-0 EPDM ROOFING a FASTENERS AT r YP. BOARD FULL HEIGHT IN ROOMS/ SPACESp X w EXISTING STEEL SYSTEM ° 3 O.C, OPEN TO STRUCTURE ABOVE. 5/8" GWB, TYPE X. j' 2" 1 / COLUMN HEAVY-DUTY WALL STAGGERED .1 `- oo r STANDARDS #1930-84G EDGE MOULDING ROOF DECK VARIES '� WRAP COLUMN WITH WC -1 AND 3 LlWALLCOVERING LENGTH - 84" SINGLE SLOTTED EXTENT OF VINYL : / �I I / CUTTER SPACER ALTERNATELY SPACED FROM BRACKETS SEE NOTE INSTALL 6" RUBBER BASE WITH /+ NOTE: PREFORMED CORNERS. �j T -BAR CEILING II CLOSURE; MEMBRANE i NON-BEARING WALLS & PARTITIONS: 3 5/8" 20 GA. /I'r INTO GUTTER w MTL. STUDS 0 16" O.C. OR 6" 20 CA STUDS 'IF OVER HIGH. 'METAL STUDS 0 24 O.C. AT WALLS WITH 5/8" GYP. BD. t P.T. WOOD NAILERS CONTINUOUS CLEAT PLYWOOD BACKING. PROVIDE 8" EXISTING NOTE: FINISHED FLOOR i (FASTEN 0 6 O.C.) BEARING WALLS TO BE DESIGNED PER CODE 48" CORNER GUARD TO 54" AFF, CORNER CARD TO MATCH WALL GENERAL CONTRACTOR IS TO PROVIDE AND I I I I I I I I I I I +9' 0" ° EXTEND ONE PLY OR GUTTER BRACKET .;• r COVERING. SEE FINISH SCHEDULE. INSTALL THE PLYWOOD BACKBOARD: COOR- A SEPERATE MEMBRAN SUPPORT AT 12" TO 36" O.C. DEPENDING DINATE AND SCHEDULE INSTALLATION OF WALL SHEET TO OVERLAY UPON CONDITIONS ' SEE FINISH SCHEDULE STANDARDS WITH A ROSS STORES SPECIFIED INSTALLATION CONTRACTOR: AND, PAY THE EDGE MOULDING METAL CLOSURE GALVANIZED TURN DOWN �+ NOTES: COST OF THE WALL STANDARDS AND THEIR EXTENT OF VINYL GUTTER ., •�' SUBFLOOR INSTALLATION WALLCOVERING CONTINUOUS SHEET • 1. SEE DETAIL 7/A-11 FOR GENERAL CONTRACTOR TO CONTACT ROSS METAL CLOSURE a 4 SURFACE MOUNTED SENSOR BOX. STORES CONSTRUCTION MANAGER FOR THE SALES FITTING ROOM FOYER FASTENED APPROX. 4 NAME OF THE INSTALLATION CONTRACTOR INTERIOR FULL CHT WALL SECTION SECT AT COLUMN DISPLAY WALL - T AL 12 AK AT FITT R FOYER R DETAIL SCALE: 3"= 1'-O" SCALE: 3"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1-1/2"= 1'-0" NOT TO SCALE DEFLECTION GAP AS REQUIRED BY CALCULATION ADJ. TENANT ROSS LATERAL BRACING TO STRUCTURE DOWNSPOUT STRUCTURE DESIGNED FOR LOADING PER BUILDING CODE REQUIREMENTS Arl LATERAL BRACING TO STRUCTURE DESIGNED FOR LOADING PER CEILING WHERE -- BUILDING CODE REQUIREMENTS -� • OCCURS' R11 INSULATION Af RESTROOMS 3/8 THICK STEEL PLATE GALV. G-90 - PAINTED ,.: 41/2' i 0 HOLES EA. SIDE ,_ 'MIT a M1` " 5/8" TYPE 'X' GYP. BD. - ~ I 1� I ' I 3/8" THICK STEEL `- CEILING WHERE OCCURS, SEE REFLECTED 1/2" SgUND BOARD OVER DIAMOND :2 PLATE GALV. CEILING PLAN FOR HEIGHT ARIES SEE NOT � METAL LATH (DALE/INCOR, SMALMESH1 25 -GA. GALV. METAL LATH, OR SIMILAR, f� �- iL I DOWNSPOUT I PROTECTOR I VARIES SCREW ATTACHED) TYPICAL AT WALL74 CEILING ,SEE SCHEDULE 4-7 8 OR :, .:. SEGMENTS NOT TO RECEIVE SLOTWALL 5-3/8" 0 WALLS '. SYSTEM. PROVIDE PLYWOOD IN ; I W/ 1/2" PLYWOOD I LIEU OF BOARD / LATH AND GYPBOARD ON AREAS TO RECEIVE GYP. BOARD W/ WALL FURRING SEE DETAIL 4 D2 / , SLOTWALL SEE DEI- 7/A-12. WALLCOVERING _ 1 2" SOUND BOARD � SIZE AS REQUIRED i 3/8"0 MASONRY •� 5/8" GYP. BOARD, I BY G.C. - 5/8" GYP. BOARD, TO PROTECT DOWNSPOUT I BOLTS • TYPE "X" AT RATED WALLS _ 3 5/8 20 GA. MTL. STUDS 0 I i I i i . i . i , ' y TYPE "X" AT RATED WALLS i i 16" Q.C. (6" STUDS IF OVER 14' HIGH) . , r :. 3 5/8 - 20 GA MTL, STUDS ® 16"' O.C., NOTE: '' �` 3 5/8" - 20CA MTL STUDS 0 16" O.C. I I ' 0 24" O.G. AT WALLS W/ " MTL STUDS 024 O.C. AT WALLS r 1/2" PLYWOOD BACKBOARD FIRE «; :" I WITH PLYWUUU RACKING FURRING AND PLYWOOD BY G.C. - R-11 WALL INSULATION WHERE SHOWN q. RESISTANT WHERE REQUIRED SEE DET 7/A-12. w I i BY CODE BATT INSULATION SLOTWALL AND EDGE TRIM INSTALLED • I SEE FINISH SCHEDULE i SEE FINISH SCHEDULE SEE FINISH SCHEDULE BY ROSS SPECIFIED INSTALLER ( ' I ACOUSTICAL SEALANT 0 PERIMETER ( t I AND ALL WALL PENETRATIONS SUBFLOOR LINE OF ACOUSTICAL SEALANT 0 PERIMETER SUBFLOOR '• •• SUBFLOOR AND ALL WALL PENETRATIONS- _ _ (HEAD SIMILAR) 4 v _ CONCRETE SPLASH •A PAVING SLOPES Y _ 4 4 FROM BUILDING • a, � • n v � v •q a .� q a' d PROVIDE AT EACH DOWNSPOUT a ri_ CEILING HEIGHT WALL SECT SECT AT MIST WALL SALES FLOOR J TYPICAL613__'�=T AT ACOS. WALL ® CT GUARD DETAL SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" NOT TO SCALE SCALE: 3"= 1'-0" NOT TO SCALE FULL HEIGHT STUDS WHERE * REQUIRED, SEE PLAN, DET 6/A-12, VALANCE BRACKET IS A AND 1/A-12 FOR FINISH. SEC 3.17, LHI ITEM FURNISHED * 1-1/4" x 7' BRACKET BOARD, KD, FAS, YELLOW POPLAR BY ROSS, BUT INSTALLED CONTINUOUS TWO TUBE CAULK VALANCE / CEILING PROVIDE SEISMIC `�' "N _ _ _ ^........:.........::......::.......:::.....::.....:.::...................:.......:,..... ,_ •> -*- CEILING LINE +11 0 PRE -PRIMED AND PRE -PAINTED FACE & BOTTOM WITH SEMI- BY G.C. AT 30" O.C. FLUORESCENT STRIP BY JOINT TO MAKE LIGHT 'L AND LATERAL 3-5/8" - 20 GA MTL STUD ® * GLOSS ENAMEL IN A COLOR TO MATCH DUNN-EDWARDS #76 G.C. - SEE ELECTDWGS. TIGHT — BRACING FOR O.C. BRACE TO STRUCTURE.................................................... """W"""'"*° BRACKET BOARD SEE DET "CHALKY". LASER SET LEVEL WITH BOTTOM EDGE AT +10'-6 1/4" MOUNT 1/4" BELOW BRACKET VALANCE IF AND 14/A-12, PAINT TO MATCH D -E A.F.F. INSTALL IN MAXIMUM PRACTICAL LENGTHS (8' MIN - 14' MAX) BLOCK. MINIMIZE ELECT'L CONDUIT /FLEX BELOW CEILING, AS MAY BE REQ'D BY LOCAL CODE " DIAMOND METAL LATH :' #76 CHALKY. IN CONTINUOUS ALIGNMENT WITH MITRED AND SEALED JOINTS. SIDE ATTACH TO 3-5/8" * SECURE WITH THREE CONTINUOUS BEADS OF CONSTRUCTION ADHESIVE AND (2) USG 2 -1/4" TYPE 5-12 SCREWS AT EACH S"fU0. ONLY AND PAINT MATCH ADJACENT SURFACE. METAL STUDS " CONTINUOUS HORIZONTAL FILL SCREW HOLES AND TOUCH-UP y * -- — BLOCKING 0 +2', +6', +10' AFF BRACKET BOARD FOR UNBLEMISHED APPEARANCE. - 'r STEEL_ RUNNER NOTCHED TO + ¢• BYPASS STUD, SECURE WITH �, 'a' '� ';" �" �' * 3/8" PAN HEAD SCREWS.11L LL ELL -0 r. ¢ 4) 3/16" x 2" LAG SCREW WITH �ULL A. F. \" APA CDX PLYWOOD PENETRATION THROUGH o m * BACKING TO +12'-0". BRACKET BOARD AND PLYWOOD '• INSTALL HORIZONTAL W/ #10 �„� USE PRE -DRILLED HOLES). ( ) [ x •; SCREWS 0 6" O.C. AT SHEET BRACKET BOARD BY G.C. ,M U * EDGES AND 12" U.C. AT INTERME- `t DIATE STUDS. INSTALL PLYWOOD SUSPENDED CEILING BY G.C. IL `+: \ m TRUE AND FLUSH AND SUITABLE �t AS A SUBSTRATE FOR THE LASER SET ELEVATION � Q * INSTALLATION OF THE SLOTWALL SYSTEM PANELS WITHOUT THE ( +11,_y, F�,j 1 � 1 /4 " O NEED TO USE TRUING SHIMS. A.F.F. - �� A MOUNTING SCREWS MUSTNOT VALANCE IS A SEC 3.17 LHI -F NETRArE OR TELE - GRAPH ETHRU VALANCE FACE. +�F 1 4 :.� A•F• ITEM FURNISHED BY ROSS, BUT INSTALLED BY G.C.0 LIGHT VALANCE IS A SECTION 3.17 LFII ITEM ?, ,. SUSPENDED GWB CEIL'G, METAL PARTITION OR " r_ r 2 3 CONTINUOUS TWO TUBE FURNISHED BY ROSS, BUT SEE PLAN FOR HEIGHT FURRING STUDS 0 24 O.C. FLUORESCENT STRIP BY G.C. INSTALLED BY THE G.C. * SEE ELECTRICAL DWGS. +.- t GYP. BD. PARITION t. ��. _ SLOTWALL SYSTEM (PROVIDED SEE FINISH SCEDULE AND INSTALLED BY ROSS r, FOR WALL FINISHES -� ;` * CONTRACTOR AT LANDLORD COST PER DESIGN GUIDELINE E VALANCE BRACKET IS A „ SEC 3.17 LHI ITEM FURNISHED - r SEC 3 'ALLOWANCE'. ) BY ROSS, BUT INSTALLED BY G.C. FIELD APPLIED McCUE BUMPER * - 6" BASE VALANCE TRIM PROVIDED AND LASER SET ELEVATION INSTALLED AT BOTTOM EDGE OF NOTE: THIS DETAIL APPLIES WHERE THE DISTANCE FROM THE CEILING VALANCE BY G.C.: SEE MATERIAL ITEM #21, SHEET A-5. TO THE UNDERSIDE OF THE STRUCTURE ABOVE IS GREATER THAN 24" FINISH FLOOR SEE DETAIL 14/A-12 SECTION AT CASH OFFICE 7 PLYW D/ L T OLIGHT r14S VALANCE SCALE: 3"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= V-0" S', VARIES SEE NOTE CONCRETE CAP NOTE: - WALL FURRING ILLUSTRATED IS FOR 6" ABOVE CEILING 4 CONDITIONS REQUIRING CONCEALMENT OF ELECTRICAL OR MECHANICAL DEVICES LINE OF CEILING 0 9'_ * * * * * WITHIN FURRED AREA, WHERE GREATER 4 I •a 6"0 PIPE BOLLARD, CONCRETE DEPTH ISNOT REQUIRED, 1 5/8" - 20CA METAL - _ _ _ -* *- CONTINUOUS HORIZONTAL FILLED, SET IN CONCRETE 4' - STUDS MAY BE USED. FURRING CHANNELS BLOCKING 0 +4', +8' & TOP EDGE ° 4 BELOW FINISHED GRADE CHANNELS MAY BE USED WHERE MINIMUM * STEEL RUNNER NOTCHED TO 10'-0" SLOTWALL PANEL EXTEND 3'---0" ABOVE FINISHED DEPTH IS REQUIRED AT SURFACES NOT BYPASS STUD (RUNNER AT TOP). " I GRADE. PAINT COLOR AS APPROVED * * * * * * * , SUPPORTING FIXTURING. STEEL �• • 11Y' CDX PLYWOOD BACKING PLATE AS REQUIRED * TO 6" ABOVE CEILING SLOTWALL SYSTEM IS A y' i ALTERNATE EACH STUD W/ CLIPS INSTALL HORIZONTALLY W/ SEC 3.17 LHI ITEM FURNISHED BY ROSS AND INSTALLED BY 5/e' DIA. SMOOTH 4 .4 FINISH PAVEMENT. Q • 0 4'-0" A.F.F. AND 0 8'-0" A.F.F. #10 SCREWS ®6" O.C. AT SHEET ROSS SPECIFIED INSTALLER. STEEL BAR SEE STRUCT. DWGS. AND SPECS. EDGES AND 12 AT INTERMEDIATE ..• * STUDS. a87 MASONRY OR CONC, WALL PLYWOOD BACKING AND MAX A METAL PARTITION OR WALL OR FURRING SUBSTRATE 14 * * FURRING STUDS 0 24" O.C. BY G.C. (SEE DET 7/A-12). • 5 8" GYP. BOARD OR OTHER * * * * * * * * GYP. BOARD TO 6" ABOVE CEILING 6' WALL BASE BY G.C. U //�// ,4 4 9.4 •, PGR �• FINIShI SURFACES PER Al AND DETAILS 7 & 8. • . � SEE FINISH NOTED \/� 4 SUB GRADE SEE CIVIL DWGS & / .�. * SHEET RD -4. STAGGER JOINTS NOTES; "I d �/x I /\/ SPECS WITH PLYWOOD .. ' NOSE: 1. BURGLAR BARS TO BE PROVIDED AT ALL ROOF AND WALL OPENINGS \ 2-1/2" X 20 GA. METAL STUD 0 16' U.C. MAX. TYPICAL 0 ALL FITTING ROOM LARGER THAN 64 SQUARE INCHES •y /\ '.i (024" O.C. AT WALLS W/ 1/2 WALLS AND MANAGER/EQUIPMENT ROOM WALLS. • :. a 2. ALL BURGLAR BARS ARE TO BE \ ` PLYWOOD BACKBOARD) r: 6 BASE (4" IN OFFICES). v 4 n v 4 �1 4 4 WELDED TO STRUCTURE OR ,BE FIRMLY ANCHORED TO STRUCTURE j\ 4 I �� .4 �\ ,' v +4 } j\ FINISH FLOOR N� UNITS �F' OP'ENlhN GS 20 \/ r4 ATF WALL SErio`�BOL YWO /GYPSUM D®ARD T SECTI AT SALES '- "C SCALE: 1/2"= 1'-0" NOT TO SCALE SCALE: 3"= 1'-0" SCALE: 3/4"= 1'-0" NOT TO SCALE Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wwwx--pxorn © COPYRIGHT All reports, plana, specifications, computer files, field data, notes and other documents ore instruments of service prepared by Cuhaci & Petersen. Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhoci do Paterson aholl retain all corrrmon law, atalualory and other reserved rights, including the copyright thereto. My use or reproduction of this document without written permission from Cuhocl do Peterson is a violation of Federal copyright laws. W , CD Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wwwx--pxorn © COPYRIGHT All reports, plana, specifications, computer files, field data, notes and other documents ore instruments of service prepared by Cuhaci & Petersen. Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhoci do Paterson aholl retain all corrrmon law, atalualory and other reserved rights, including the copyright thereto. My use or reproduction of this document without written permission from Cuhocl do Peterson is a violation of Federal copyright laws. c - W DATE CD D MM/MS CHECKED z LO ItW LO I 0 z U) w � /'1 < W U < •J z (Y� C') W U 60 Z c - ® 1,1 N Ii`j REVISION 1 I 2 3 I 4 I 5 6 1 / I PROJECT NO, 200111 SCALE AS SHOWN DATE CD DRAWN MM/MS CHECKED MP LO I U) � Q ® W 0 U) ® D LL 0 W �0Q W W z 0 ' I= {n W 0 < W X ® 1,1 N Ii`j REVISION 1 I 2 3 I 4 I 5 6 1 / I PROJECT NO, 200111 SCALE AS SHOWN DATE 09-29-00 DRAWN MM/MS CHECKED MP SHEET A-12 K v ITH ADJUSTER (SPACING AS N AT 5'-0" O.C. MAX WITH CHROME FINISH FOR SATELLITE DISH INFORMATION SECTION —FINISHED END SEE DESIGN GUIDELINES SECTION 16.2 �: �ECEIVING AS REQUIRED _ AND APPENDIX C. °° , WOOD cv 5 40"x40" MARATHON DOOR AND CHUTE. SILL IS 0 +6S' AFF. (SEE PLAN)_ I IS TO BE PLACED ® 40" AFF AND THE WALL MOUNTED CLEAT I I _ _" � COMPACTOR TOP AT A MINIMUM OF 6" BELOW / - THE SILL (THIS WILL PLACE EXTERIOR COMPACTOR SLA" TRENCH DRAIN W/SUMP PUMP I NO FES: _ v ITH ADJUSTER (SPACING AS N AT 5'-0" O.C. MAX WITH CHROME FINISH FOR SATELLITE DISH INFORMATION SECTION —FINISHED END SEE DESIGN GUIDELINES SECTION 16.2 �: �ECEIVING AS REQUIRED _ AND APPENDIX C. °° , WOOD cv 5 40"x40" MARATHON DOOR AND CHUTE. SILL IS 0 +6S' AFF. (SEE PLAN)_ I IS TO BE PLACED ® 40" AFF AND THE WALL MOUNTED CLEAT I I _ _" � COMPACTOR TOP AT A MINIMUM OF 6" BELOW / - THE SILL (THIS WILL PLACE EXTERIOR COMPACTOR SLA" TRENCH DRAIN W/SUMP PUMP NO FES: _ MAX 3/4 IPF SLOPE FROM GRADE (1:30 MAX TRAILER BED SLOPE SEE 7/D5) FROMMELT CODE V2G METAL HOOD (SEE NOTE AT DOCK SEAL). z w I 7 DETAIL CLEARANCE HEIGHT +14'-6" ABOVE WELL BACKWALL 0) I LIGHT ® -I 4' ABOVE WELL 16" MELAMINE A ROSS STORES SPECIFIED FIXTURE VENDOR VJ w Pl r U z d I- 0 SHELF ® +63"AFF. AND INSTALLATION CONTRACTOR WILL SUPPLY coZ POLISHED CHROME RAIL POST CAP L 201-01 24'-O' TO MATCH AND INSTALL COUNTER/SHELF AND HARDWARE COUNTER. AS GUIDELINE SEC. 3.17 LHI ITEMS. SHELF BRACKET 27DIA. X 60" LONG POLISHED WALL CLEAT THIS DRAWING IS PROTOTYPICAL, SEE PLAN TYP. U.Q.N. ON FLOOR PLAN ° 6" REINF. CONC. COMPACTOR PAD 30" COUNTER FOR EXACT LOCATIONS, LENGTHS AND -------"(- 24` min � COMPACTOR &CONTAINER WILSON ART CONFIGURATIONS. FIELD VERIFY PRIOR TO ° � -ILP ��7212-13 FABRICATION -~- 24' min TAWNY ASH" _� 0 4" WALL OFFSET GENERAL CONTRACTOR IS RESPONSIBLE TO LAND'G cq � CONTACT ROSS C.M. FOR THE NAME OF THAT 2 1/4"DIA. DOUBLE RAIL END POST, ^�r = 20'—ID' INSTALLER AND TO COORDINATE AND RETAINING WALL v SCHEDULE THE WORK WITH THE INSTALLER CENTER POST OR CORNER POST CO) WITH GUARD RAIL NO SUBSTITUTIONS WILL BE ACCEPTED -----� AS REQUIRED PER FLOOR PLAN cv ° ° METAL LEG W v ITH ADJUSTER (SPACING AS N AT 5'-0" O.C. MAX WITH CHROME FINISH FOR SATELLITE DISH INFORMATION SECTION —FINISHED END SEE DESIGN GUIDELINES SECTION 16.2 �: �ECEIVING AS REQUIRED _ AND APPENDIX C. °° , WOOD cv 5 40"x40" MARATHON DOOR AND CHUTE. SILL IS 0 +6S' AFF. (SEE PLAN)_ I IS TO BE PLACED ® 40" AFF AND THE WALL MOUNTED CLEAT I I _ _" � COMPACTOR TOP AT A MINIMUM OF 6" BELOW / - THE SILL (THIS WILL PLACE EXTERIOR COMPACTOR SLA" ° Cr CONCRETE --FILLED BOLLARD - TYPICAL — 6"H x1 2"W CURB B ELEVATION AT A MINIMUM OF 12 BELOW ri I° INTERIOR FINISH FLOOR) I I FROMMELT CODE U4 COMBINED BOTTOM PAD AND BUMPER (SEE NOTE AT DOCK SEAL). I I ----------------._._._.4 / w FROMMEL"T TP -903 DOCK SEAL, C -PAD STYLE, WITH BLACK SUPERFLEX HC / AP FABRIC, AND ROSS 4000 DOCK SIGN. FROM ARBON EQUIPMENT -- _-- ---i - - - - - - - - - - - - - - - - - - - - - - - --- O -J (A DIVISION OF RITE -RITE CORP), FREMONT, CA,: ATTN: LARRY COBABE OR R OLIVER POWER, 1-888-264-9300, NO SUBSTITUTION. 1" DIA HOLE (QUANTITY AS DIRECTED BY ROSS) PLAN PROVIDE PLASTIC FERRULES AT EACH HOLE DOCK SEAL COU 4 SA LITE DISH 6 R RAIL ELEVATI SECTIONAL DOOR LIGHT SCALE: 1/2" = 1'-0" NOT TO SCALE NOT TO SCALE �— — WEATHER HOOD o_ >'< SIDE LOAD SECURITY WEATHER R HQQDNOTE: CHUTE COMPLETE LEFE D00 FRAME & DOOR FEED A ROSS STORES SPECIFIED FIXTURE VENDOR CHUTE SLOPE OPENING IS 40" X 40 MIN. 10% TO AND INSTALLATION CONTRACTOR WILL MAX. 18 PROVIDE AND INSTALL GUARD RAILS DOCK IS TO BE DESIGNED 1-0 ACCOMODATE A STANDARD 65 -FOOT SEMI -TRACTOR AND TRAILER GUARD RAIL —DOCK SEAL AS A GUIDELINE SEC. 3.17 LHI ITEM. WITH AT =48" BED HEIGHT, WITH FLUSH DOCKING AND A BED SLOPE NOT TO EXCEED 1:30 (1:20 WILL SECTIONAL DOOR � ® I BE PERMITTED ONLY WHERE SPACE IS RESTRICTED . RAMP IS NOT TO EXCEED A SLOPE OF 3/4!' BOTTOM PAD AND X PER FOOT AND IS TO HAVE A WELL SLOPE OF 1/4 PER FOOT. BUMPER, THE GENERAL CONTRACTOR IS RESPONSIBLE BOTTOM PAD & BUMPER ---- --- TO CONTACT ROSS C.M. FOR THE NAME — d COMPACTOR 0j T OF THE INSTALLING CONTRACTOR AND TO - �. COORDINATE AND SCHEDULE THE WORK o WITH THE INSTALLER n 4" WALL OFFSET TYPICAL 1:30 maximum floor slope RECESSED DOCK 4 w RECESSED DOCK Yx O 1/2" DIA. X 5" LONG INSERTS ELEVATION SECTION SECTION ® CHUTE ( 3 TOTAL ) SUPPLIED BY MFR. ( PROVIDE 4 INSERTS AT GATE) A P L A N O 00 NO-FES: 01. TRASH COMPACTOR "RAMJET" RJ-225VL, COLOR 07-0004 BEIGE U.O.N. 3. SUMP PUMP SHALL HAVE THE 4. WEATHER HOOD AND DOCK SEALS ARE 0 TRASH CONTAINER RAMJET" RJ -40 -OC, COLOR 07-0004 BEIGE U.O.N. FOLLOWING FEATURES: REQUIRED. A BY MARATHON EQUIPMENT CO., POB 1798, VERNON, ALABAMA 35592, (205) 695-9105. PURCHASED AND INSTALLED BY G.C. 1. GARBAGE TYPE PUMP 5. 6" REINFORCED CONCRETE 1/4' per foot to trench drain 2. A&B PUMP CONFIGURATION WITH ALTERNATING REQUIRED UNDER COMPACTOR — .Z 1 /4 DIA. POLISHED CHROME OPERATION CYCLE CONTAINER AND DOCK RAMP / RAIL POST 2 -REQUIRED ELECTRICAL SERVICE AND FUSED DISCONNECT SWITCH 3 10. ad maximum ram . ADEQUATE SCREEN AND GRILLE SYSTEM TO slope 3/4' per foot 20' minimum well ARE TO BE SIZED IN ACCORDANCE WITH MARATHON EQUIPMENT CO. LIMIT DEBRIS INTERFERENCE 6. AN ALTERNATIVE DOCK PLAN FOR NOTE: .1:30 maximum trailer floor slope SPECIFICATIONS (D MUCH ASA 1HA AMP SERVICE DISCONNECT MAY 4, FULL FLOAT CONTROL SITES WITH REDUCED DEPTH IS AVAILABLE, BE REQUIRED DEPENDING ON PHASE AND VOLTAGE) AND PROVIDED 5. INSIDE ALARM CONTROL TO INDICATE PUMP PLEASE CONTACT THE ROSS STORE ARCHITECT. _ I BASE PLATE BY MFR _ __.._.._ _.. ___ _ . _ _ I BY GC. CONNECT COMPACTOR -TO BUILDING POWER IN ACCORDANCE FAILURE WITH MARITHON AND CODE REQUIREMENTS. SPECIFIED COMPACTOR 6. U.L. APPROVED SYSTEM & COMPONENTS. POLISHED CHROME COVER PLATE IS TO BE SUPPLIED WITH A 10HP MOTOR AND AN ADVANCE WARNING 7. PROVIDE DRY CONTACTS FOR FUTURE '- LIGHT E.M.S. MONITORING FINISHED FLOOR SECTION 5BASE PLATE DETAIL 7 DO DESIGN CRITE 6 TRUCK DOCK RM NOT TO SCALE NOT TO SCALE C) SCALE: 1/8" = 1'-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 223---4219 INTERNET: www.c-p.com 000P7RI131-11' All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhoci & Potoroon shall retain all common law, atutuatory and other reserved rights, including the copyright thereto. Any uac or reproduction of thin document without written pormioulon from Cuhacl & Peterson is u violation of Federal copyright laws. TRENCH DRAIN W/SUMP PUMP I �PF TO DRAIN MAX 3/4 IPF SLOPE FROM GRADE (1:30 MAX TRAILER BED SLOPE SEE 7/D5) FROMMELT CODE V2G METAL HOOD (SEE NOTE AT DOCK SEAL). z w I 7 DETAIL CLEARANCE HEIGHT +14'-6" ABOVE WELL D5 SECTION 0) I LIGHT ® -I 4' ABOVE WELL ° Cr CONCRETE --FILLED BOLLARD - TYPICAL — 6"H x1 2"W CURB B ELEVATION AT A MINIMUM OF 12 BELOW ri I° INTERIOR FINISH FLOOR) I I FROMMELT CODE U4 COMBINED BOTTOM PAD AND BUMPER (SEE NOTE AT DOCK SEAL). I I ----------------._._._.4 / w FROMMEL"T TP -903 DOCK SEAL, C -PAD STYLE, WITH BLACK SUPERFLEX HC / AP FABRIC, AND ROSS 4000 DOCK SIGN. FROM ARBON EQUIPMENT -- _-- ---i - - - - - - - - - - - - - - - - - - - - - - - --- O -J (A DIVISION OF RITE -RITE CORP), FREMONT, CA,: ATTN: LARRY COBABE OR R OLIVER POWER, 1-888-264-9300, NO SUBSTITUTION. 1" DIA HOLE (QUANTITY AS DIRECTED BY ROSS) PLAN PROVIDE PLASTIC FERRULES AT EACH HOLE DOCK SEAL COU 4 SA LITE DISH 6 R RAIL ELEVATI SECTIONAL DOOR LIGHT SCALE: 1/2" = 1'-0" NOT TO SCALE NOT TO SCALE �— — WEATHER HOOD o_ >'< SIDE LOAD SECURITY WEATHER R HQQDNOTE: CHUTE COMPLETE LEFE D00 FRAME & DOOR FEED A ROSS STORES SPECIFIED FIXTURE VENDOR CHUTE SLOPE OPENING IS 40" X 40 MIN. 10% TO AND INSTALLATION CONTRACTOR WILL MAX. 18 PROVIDE AND INSTALL GUARD RAILS DOCK IS TO BE DESIGNED 1-0 ACCOMODATE A STANDARD 65 -FOOT SEMI -TRACTOR AND TRAILER GUARD RAIL —DOCK SEAL AS A GUIDELINE SEC. 3.17 LHI ITEM. WITH AT =48" BED HEIGHT, WITH FLUSH DOCKING AND A BED SLOPE NOT TO EXCEED 1:30 (1:20 WILL SECTIONAL DOOR � ® I BE PERMITTED ONLY WHERE SPACE IS RESTRICTED . RAMP IS NOT TO EXCEED A SLOPE OF 3/4!' BOTTOM PAD AND X PER FOOT AND IS TO HAVE A WELL SLOPE OF 1/4 PER FOOT. BUMPER, THE GENERAL CONTRACTOR IS RESPONSIBLE BOTTOM PAD & BUMPER ---- --- TO CONTACT ROSS C.M. FOR THE NAME — d COMPACTOR 0j T OF THE INSTALLING CONTRACTOR AND TO - �. COORDINATE AND SCHEDULE THE WORK o WITH THE INSTALLER n 4" WALL OFFSET TYPICAL 1:30 maximum floor slope RECESSED DOCK 4 w RECESSED DOCK Yx O 1/2" DIA. X 5" LONG INSERTS ELEVATION SECTION SECTION ® CHUTE ( 3 TOTAL ) SUPPLIED BY MFR. ( PROVIDE 4 INSERTS AT GATE) A P L A N O 00 NO-FES: 01. TRASH COMPACTOR "RAMJET" RJ-225VL, COLOR 07-0004 BEIGE U.O.N. 3. SUMP PUMP SHALL HAVE THE 4. WEATHER HOOD AND DOCK SEALS ARE 0 TRASH CONTAINER RAMJET" RJ -40 -OC, COLOR 07-0004 BEIGE U.O.N. FOLLOWING FEATURES: REQUIRED. A BY MARATHON EQUIPMENT CO., POB 1798, VERNON, ALABAMA 35592, (205) 695-9105. PURCHASED AND INSTALLED BY G.C. 1. GARBAGE TYPE PUMP 5. 6" REINFORCED CONCRETE 1/4' per foot to trench drain 2. A&B PUMP CONFIGURATION WITH ALTERNATING REQUIRED UNDER COMPACTOR — .Z 1 /4 DIA. POLISHED CHROME OPERATION CYCLE CONTAINER AND DOCK RAMP / RAIL POST 2 -REQUIRED ELECTRICAL SERVICE AND FUSED DISCONNECT SWITCH 3 10. ad maximum ram . ADEQUATE SCREEN AND GRILLE SYSTEM TO slope 3/4' per foot 20' minimum well ARE TO BE SIZED IN ACCORDANCE WITH MARATHON EQUIPMENT CO. LIMIT DEBRIS INTERFERENCE 6. AN ALTERNATIVE DOCK PLAN FOR NOTE: .1:30 maximum trailer floor slope SPECIFICATIONS (D MUCH ASA 1HA AMP SERVICE DISCONNECT MAY 4, FULL FLOAT CONTROL SITES WITH REDUCED DEPTH IS AVAILABLE, BE REQUIRED DEPENDING ON PHASE AND VOLTAGE) AND PROVIDED 5. INSIDE ALARM CONTROL TO INDICATE PUMP PLEASE CONTACT THE ROSS STORE ARCHITECT. _ I BASE PLATE BY MFR _ __.._.._ _.. ___ _ . _ _ I BY GC. CONNECT COMPACTOR -TO BUILDING POWER IN ACCORDANCE FAILURE WITH MARITHON AND CODE REQUIREMENTS. SPECIFIED COMPACTOR 6. U.L. APPROVED SYSTEM & COMPONENTS. POLISHED CHROME COVER PLATE IS TO BE SUPPLIED WITH A 10HP MOTOR AND AN ADVANCE WARNING 7. PROVIDE DRY CONTACTS FOR FUTURE '- LIGHT E.M.S. MONITORING FINISHED FLOOR SECTION 5BASE PLATE DETAIL 7 DO DESIGN CRITE 6 TRUCK DOCK RM NOT TO SCALE NOT TO SCALE C) SCALE: 1/8" = 1'-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 223---4219 INTERNET: www.c-p.com 000P7RI131-11' All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhoci & Potoroon shall retain all common law, atutuatory and other reserved rights, including the copyright thereto. Any uac or reproduction of thin document without written pormioulon from Cuhacl & Peterson is u violation of Federal copyright laws. C� CV I) 0E z 0 W LL 0 � w Wto LL w . w W tri �U) S w D z w 0 0) J 0 VJ w Pl r U z d I- 0 C'7 coZ C� CV I) 0E z 0 W LL 0 � w Wto LL w . w W tri �U) S �LI�I�DL063D KIMCO REALTY 5684 WEST SAMPLE ROAD MARGATE, FL 33073 (954) 977-7340 FAX _ (954) 977-8780 � CONTACT: MARK TROMMSDORFF NRCHU r0f HIE r�uuGaHoC&L Engineering IF% 1'rofessilonal'I'S' Inc. ENGINEERING PROFESSIONALS 1720 W. CLEVELAND STREET TAMPA, FL 33606 (813) 251-6848 FAX (813) 251-1468 CONTACT: TERRY THOMPSON ROSS - DRESS FOR LESS STORE PLANNING 8333 CENTRAL AVENUE NEWARK, CA 94560 (510) 505-4400 l CONTACT: J01 --IN QUENSE DOWEN ENGINEERING CORPORATION 1528 VASSAR STREET ORLANDO, FL 32804 (407) 423-7585 FAX (407) 423-4872 CONTACT: FRED BOWEN { H M L L InI�iIIInII� J"G,le Harold Hart & Associates, Inc. CONSUL"FING ENGINEERS HAROLD HART & ASSOCIATES, INC. 4201 GRAY STREET TAMPA, FL 33609 (813) 287-2719 FAX (813) 287-5704 CONTACT- HAROLD HART LOCATION 25TH STREET ,1 1 CONSTRUCTION DOCUMENT INDEX SHEEP- NO. DESCRIPTION ROSS REVIEW SET REVISION Q REVISION 20 REVISION Q3 REVISION Q ARCHITECTURAL DRA ONGS CV --1 COVER SHEET 08-31-00 09-29-00 11-21-00 CV -2 DATA & CODE INFORMATION 08-31-00 SP -1 ARCHITECTURAL SITE PLAN 08-31-00 A-0 OCCUPANCY LOAD & EGRESS PLAN 08-31-00 09-29-00 11-21-00 A-1 FLOOR PLAN 08-31-00 09-29-00 11-21-00 A-2 REFLECTED CEILING PLAN 08-31-00 09-29-00 11-21-00 A-3 ROOF PLAN 08-31-00 11-21-00 A-4 INTERIOR ELEVATIONS 08-31-00 11-21-00 A-5 DOOR/FINISH SCHEDULES,HARDWARE & DETAILS 08-31-00 A-6 INTERIOR WALL SECTION & DETAILS 08-31-00 A-7 ENLARGE STOCK ROOM PLAN 08-31-00 09-29-00 A-8 ENLARGE FITTING ROOM PLAN 08-31-00 09-29-00 A-9 ENLARGE TOILET ROOM PLAN, ELEVATION & DETAILS 08-31-00 09-29-00 A-10 ENLARGE OFFICE PLAN & ELEVATIONS 08-31-00 09-29-00 A-11 ENLARGE CHECK OUT PLAN & DETAILS 08-31-00 09-29-00 11-21-00 A-12 MISCELLANEOUS DETAILS 08-31-00 09-29-00 F-1 FIXTURE PLAN — 08-31-00 09-29-00 STRUCTURAL DRAWINGS S-1 FOUNDATION AND FRAMING PLAN 09-01-00 10-09-00 MECHANICAL DRA%fflNGS M-1 FLOOR PLAN MECHANICAL 08-31-00 M-2 NOTES, LEGEND AND SCHEDULES 08-31-00 PLUMBING DRAWINGS P-1 PLUMBING FLOOR PLAN. NOTES, LEGENDS, SCHEDULES, DETAILS & DIAGRAMS 08-31-00 — ELECTRICAL DRAPINGS - E-1 LIGHTING PLAN 09-05-00 10-05-00 E-2 POWER PLAN 09-05-00 10-05-00 E--3 ELECTRICAL DETAILS 09-05-00 10-05-00 E-4 ELECTRICAL DETAILS 09-05-00 10-05-00 E-5 NOTES AND SPECIFICATIONS 09-05-00 10-05-00 f r; ® COPYRIGHT All reports, plans, specifications, computer files, field data notes and other documents and instruments prepared by James E. Downs Jr. shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from James E. Downs Jr. is a violation of Federal copyright laws, v .t k 0) DOOR NUMBER 23 STOREFRONT OR WINDOW NUMBER 23 WALL TYPE NUMBER REVISION NUMBER X COLUMN NUMBER 1 ELEVATION NUMBER —1 DRAWING NUMBER SECTION NUMBER 1 A-6 DRAWING NUMBER 1 l 1 ENLARGE PLAN NUMBER DRAWING NUMBER CODE INFORMATION ROSS (RETAIL INTERIOR) SEMINOLE CENTRE AMERICANA BLVD. SANFORD, FLORIDA CITY OF SANFORD CITY DEPARTMENT 1101 EAST FIRST STREET SANFORD, FLORIDA 32771-1468 (4.07) 330-56-58 ADOPTED ENFORCED CODES: 1997 Standard Building Code (SBCCI) 1994 Standard Plumbing Code (SBCCI) 1997 Life Safety Code NFPA-101 1997 Florida Accessibility Code for Building Construction 1994 Fire Protection Code 1997 Energy BUILDING DATA: BUILDING GROSS FLOOR AREA 30,199 SQUARE FEET TOTAL GROSS AREA 30,199 SQUARE FEET BUILDING CLASSIFICATION: OCCUPANCY : M (RETAIL), ONE STORY 35"-0" MAX HT. CONSTRUCTION TYPE : IV, UNPROTECTED, SPRINKLED REQUIRED FIRE PROTECTION FIRE WALL : 1 HOUR, SYSTEM No. WW—S-1001 ROOF/CEILING CONSTRUCTION : NONCOMBUSTIBLE COLUMNS : NONCOMBUSTIBLE EXTERIOR BEARING WALL : NONCOMBUSTIBLE TENANT SEPERATION WALL : 1 HOUR, UL DESIGN No. U465 EXIT REQUIREMENT DATA: ROSS (RETAIL INTERIOR) TOTAL GROSS FLOOR AREA 00% LT^F ABBREVIATIONS AFF ABOVE FINISH FLOOR (SLAB) MANUF MANUFACTURE/MANUFACTURER AFG ABOVE FIN GRADE MATL MATERIAL AB ANCHOR BOLTS MAX MAXIMUM ALT ALTERNATE/ALTERNATIVE MECH MECHANICAL APP APPROVED/APPROVAL MEZZ MEZZANINNE ARCH ARCHITECTURE/ARCHITECTURAL MIN MINIMUM PEOPLE a z MISC MISCELLANEOUS BP BASE PLATE/BEARING PLATE MO MASONRY OPENING BRG BEARING MR MOISTURE RESISTANT BM BEAM MTL METAL BLK BLOCK 920 PEOPLE B/ BOTTOM OF NIC NOT 1N CONTRACT BLDG BUILDING NOM NOMINAL 0 NTS NOT TO SCALE CW COLD WATER LINE W G z CL CENTERLINE 0/ OVER CLR CLEAR/CLEARANCE OC ON CENTER COL COLUMN OPNG OPENING CONC CONCRETE OPP OPPOSITE CU CONDENSING UNIT CMU CONCRETE MASONRY UNIT PL PLATE CONT CONTINUOUS PLBG PLUMBING CONST CONSTRUCTION PLYWD PLYWOOD CSJ CONSTRUCTION JOINT PC PRECAST CONCRETE CJ CONTRACTION JOINT / CONTROL JOINT PRE—ENG PRE—ENGINEERED C/W COMPLETE WITH PREFAB PREFABRICATED DET DETAIL PT PRESSURE TREATED DEPT DEPARTMENT DIAM DIAMETER DIM DIMENSION RD ROOF DRAIN DIST DISTANCE RET RETAINING DN DOWN REF REFERENCE DRN DRAIN REV REVISE/REVISION DWG DRAWING REINF REINFORCING/REINFORCED REQD REQUIRED EA EACH RTU ROOF TOP UNIT (HVAC) EQ EQUAL El FS EXTERIOR INSULATED FINISHING SYSTEM SAN SANITARY SEWER LINE EL ELEVATION SCHED SCHEDULE ELEC ELECTRIC/ELECTRICAL SIM SIMILAR ENG ENGINEER SPECS SPECIFICATIONS EQIV EQUIVALENT SQ SQUARE EXIST EXISTING S S STAINLESS STEEL EXT EXTERIOR STD STANDARD EXP JT EXPANSION JOINT STL STEEL STRUC STRUCTURAL FD .FLOOR DRAIN STRM STORM DRAIN LINE FF FINISHED FLOOR FIX FIXTURE TS TUBE STEEL FLR FLOOR THK THICK FTG FOOTING T&B TOP AND BOTTOM FR FIRE RETARDANT T&G TONGUE AND GROOVE TOC TOP OF CONCRETE GA GAGE/GAUGE TOS TOP OF STEEL GC GENERAL CONTRACTOR TYP TYPICAL GALV GALVANIZED GYP GYPSUM UNO UNLESS NOTED OTHERWISE HB HOSE BIBB VERT VERTICAL HC HANDICAPPED VIF VERIFY IN FIELD HT HEIGHT HORIZ HORIZONTAL HVAC HEATING VENTILATING AIR CONDITIONING W/ WITH HW HOT WATER LINE W/o / WITHOUT WC WATER CLOSET INT INTERIOR WD WOOD JT JOINT WH WATER HEATER JST JOIST WP WATERPROOF WT WEIGHT LAV LAVATORY WWF WELDED WIRE FABRIC LGTH LENGTH CODE INFORMATION ROSS (RETAIL INTERIOR) SEMINOLE CENTRE AMERICANA BLVD. SANFORD, FLORIDA CITY OF SANFORD CITY DEPARTMENT 1101 EAST FIRST STREET SANFORD, FLORIDA 32771-1468 (4.07) 330-56-58 ADOPTED ENFORCED CODES: 1997 Standard Building Code (SBCCI) 1994 Standard Plumbing Code (SBCCI) 1997 Life Safety Code NFPA-101 1997 Florida Accessibility Code for Building Construction 1994 Fire Protection Code 1997 Energy BUILDING DATA: BUILDING GROSS FLOOR AREA 30,199 SQUARE FEET TOTAL GROSS AREA 30,199 SQUARE FEET BUILDING CLASSIFICATION: OCCUPANCY : M (RETAIL), ONE STORY 35"-0" MAX HT. CONSTRUCTION TYPE : IV, UNPROTECTED, SPRINKLED REQUIRED FIRE PROTECTION FIRE WALL : 1 HOUR, SYSTEM No. WW—S-1001 ROOF/CEILING CONSTRUCTION : NONCOMBUSTIBLE COLUMNS : NONCOMBUSTIBLE EXTERIOR BEARING WALL : NONCOMBUSTIBLE TENANT SEPERATION WALL : 1 HOUR, UL DESIGN No. U465 EXIT REQUIREMENT DATA: ROSS (RETAIL INTERIOR) TOTAL GROSS FLOOR AREA 30,199 SQ. FT. SALES AREA MEN'S & WOMENS URN'S D. F. , 2 3 FITTING FROM & FOYER 0 FEMALE (1 PERSON / 30 SQUARE FEET) 899 PEOPLE 0 MANAGER OFFICE CASH OFFICE 0 0 , 2 LOUNGE & OFFICE CLOSET z (1 PERSON / 100 SQUARE FEET) 16 PEOPLE a z STOCK ROOM ELECT. ROOM & w U , ZJ JANITOR CLOSET (1 PERSON / 300 SQUARE FEET) 5 PEOPLE TOTAL OCCUPANT LOAD 920 PEOPLE EXIT WIDTH REQUIRED, SBCC (SBC) 1994 EDITION LL TOTAL EXIT WIDTH REQUIRED 184 INCHES (TOTAL OCCUPANT LOAD X 0.2 INCHES/PERSON) EXIT WIDTH PROVIDED: TOTAL EXIT WIDTH PROVIDED ROSS (RETAIL - TENANT INTERIOR) 216 INCHES 3 EXITS PROVIDED r PLUMBING DATA: ROSS (RETAIL -- TENANT INTERIOR) HABITABLE SQ. FT.: 28,669 HABITABLE SQ. FT. PER 405 SBCCI (SPC). 1994 EDITION 28,669 S.F. HABITABLE AREA \ 200 SQ. FT. PER PERSON 144 PEOPLE MINIMUM # OF PLUMBING FIXTURES REQUIRED MINIMUM # OF PLUMBING FIXTURES PROVIDED MALE FEMALE MISC. WC.'S LAWS URN'S D. F. 2. 3 1 0 5 6 0 0 0 0 0 2 GENERAL NOTES 1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE SANFORD COUNTY BUILDING DEPARTMENT. 2. ALL WORK TO CONFORM WITH LOCAL, STATE, AND NATIONAL CODES. 3. ALL WORK TO BE IN ACCORDANCE .WITH ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 4. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LANDLORD OR OWNER. 5. CONTRACTOR TO SECURE ALL PERMITS, INSPECTIONS, ETC. INCLUDING CERTIFICATE OF OCCUPANCY. 6. MECHANICAL, ELECTRICAL, AND PLUMBING SUB—CONTRACTOR TO BE LICENSED AND SHALL FILE SEPARATE APPLICATIONS FOR PERMIT, INSPECTION, AND APPROVAL FOR THEIR WORK. 7. EACH PRIME CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF A DISCREPANCY OCCURS, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN WRITING BEFORE PROCEEDING WITH WORK. DO NOT SCALE DRAWINGS. 9. EACH PRIME CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS FOR FIRE EXTINGUISHER PROTECTION IN THE BUILDING AND PROVIDE AS REQUIRED. 10. SIDEWALK SLABS SHALL BE MINIMUM 4' THICK CONCRETE WITH NON SLIP FINISH ON COMPACTED EXISTING POROUS SUBBASE OR COMPACTED POROUS FILL AS REQUIRED AND/OR RECOMMENDED BY SOILS ENGINEER. CONTROL JOINTS SHALL BE SPACED AS INDICATED IN RETAIL DOCUMENTS. SIDEWALK TO SLOPE 1/4" PER 1'-0" AWAY FROM THE BUILDING STOREFRONT. 11. NOTICE TO ALL SUBCONTRACTORS: EACH CONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AS IT RELATES TO YOUR WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED AS A RESULT OF FAILURE TO DO SO AND IF THE INFORMATION IS CONTAINED WITHIN THE CONTRACT DOCUMENTS. IT IS RECOMENDEDED THAT YOUR BID NOT BE BASED ON PARTIAL OR UNCOMPLETE INFORMATION. IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS, SPECIFICATIONS AND ADDENDA'S ISSUED AT TIME OF THE BIDDING PROCESS. 12. '.FIRE PROTECTION: CONTRACTOR SHALL FURNISH AND INSTALL FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AT ALL RETAIL SPACES. SPRINKLER SYSTEMS SHALL CONFORM TO ALL LOCAL AND NEPA CODES, SHALL BE DESIGNED BY A STATE OF FLORIDA REGISTERED ENGINEER, AND CERTIFIED BY THE INSURANCE UNDERWRITER'S SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. LOCATION OF SPRINKLER HEADS AND ALL DISTRIBUTION LINES SHALL BE COORDINATED AS NOT TO INTERFERE WITH THE LOCATION OF ANY LIGHT FIXTURES OT H.V.A.C. WORK, BY CONTRACTOR. 13. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE. 14. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. 15. GENERAL CONTRACTOR .1-0 PROVIDE TEMPORARY SERVICES REQUIRED FOR THE COMPLETION OF THE PROJECT. SEE SPECIFICATIONS. 16, COPIES OF ALL NECESSARY PERMITS AND BUILDING DEPARTMENT APPROVED DRAWINGS SHALL BE AVAILABLE ON PROJECT SITE. VMOR CONTACTS HARDWARE/ LOCKSETS BEST LOCK CORPORATION — CONSTRUCTION DEPT. 1294 LAWRENCE STATION ROAD SUNNYVALE, CALIFORNIA 94089 ATTN: MR. LEE BELL / 408-541-9500 STOCKROOM DOORS ELIASON CORP., EASY SWING DOOR DIVISION P.O. BOX 1026 WOODLAND, CALIFORNIA 95776 530-662-54-94 / 800-828-2655 HVAC EQUIPMENT LENNOX INDUSTRIES, INC. 632 PATHFINDER TRAIL ANAHEIM HILLS, CALIFORNIA 92807 ATTN: BARBARA KRUNTORAD / 714-998-0784 CORPORATE NATIONAL ACCOUNT EXECUTIVE LIGHT FIXTURES AMERICAN WHOLESALE LIGHTING 41400 CHRISTY STREET FREMONT, CALIFORNIA 94538 ATTN: MR. JEFF JENSEN / 510-252-1088 X 214 MECHANICAL / ELECTRICAL CONSULTANTS C & C BUILDING AUTOMATION 1453 ROLLINS AVENUE BURLINGAME, CALIFORNIA 94010 ATTN: MR. CHUCK CHAVEZ / 650-685-4044 ENERGY MANAGEMENT SYSTEM (EMS) C & C BUILDING AUTOMATION COMPANY 1453 ROLLINS AVENUE BURLINGAME, CALIFORNIA 94010 ATTN: MR. CHUCK CHAVEZ / 650-685-4044 CORNER GUARDS CALIFORNIA CASTERS 1400 — 17th STREET SAN FRANCISCO, CALIFORNIA 94107 ATTN: BRIAN / 800-950-8750 TRASH COMPACTOR MARATHON EQUIPMENT COMPANY 13617 E. 25TH STREET SPOKANE, WA 99216 ATTN: LARRY SHULENBARGER, 800-771-5125 INTERCOM MUSIC AEI MUSIC N TWORK, INC. 900 EAST PINE STREET SEATTLE, WASHINGTON 98122 Telephone: 800-831-8001 WALLCOVERI NG BREWSTER WALLCOVERING 16301 CARMENITA ROAD CERRITOS, CALIFORNIA 90703 800-726-9555 FLOOR TILE AZROCK COMMERCIAL FLOORING WEST—WAYNE CROW / 800-877-8690 X8204 EAST—RON CONRAD / 800-877-8690 X8209 REP — BOB FOY / 800-227-4662 X240 CONCRETE SEALER CRETE SEAL 3617 WEST MACARTHUR BOULEVARD, SUITE 500 SANTA ANA, CA 92704 ATTN: PATRICK MURRAY / 800-278-4273 SECURITY SECURITY LINK 9572 MARION PARK DRIVE KANSAS CITY, MO 64137 ATTN: LISA SMALL / (800) 605-8271 VSAT UNITS HUGHES NETWORK SYSTEMS SAN DIEGO, CALIFORNIA ATTN: STEVE D'ADOLF (858) 455-9550 / sdadalf©hns.com SIGNAGE BILL MOORE AND ASSOCIATES (BMA) 1057 SOLANO AVENUE ALBANY, CALIFORNIA 94706 ATTN: SKIP MOORE / 510-526-0296 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 0 COPYRICIff All reports, plans, spocificationo, computer tilos, field dole, notes and other documents are inslrumcnta of service prepared by Cuhacl & Potereon, Architects as instruments of sorvko remain the property of Cuhaci & Paterson, Architects. COW & Peterson shell retain all common law, statuotory and other reserved rights, including the copyright thereto. Ary use or reproduction of this document without written permission from Cuhaci & Peterson Ie a violation of Federal copyright laws. C N�� on 0 1 WC.'S LAV'S URN'S D. F. MALE 2 3 0 0 FEMALE 5 6 0 0 MISC, 0 0 0 2 MINIMUM # OF PLUMBING FIXTURES PROVIDED MALE FEMALE MISC. WC.'S LAWS URN'S D. F. 2. 3 1 0 5 6 0 0 0 0 0 2 GENERAL NOTES 1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE SANFORD COUNTY BUILDING DEPARTMENT. 2. ALL WORK TO CONFORM WITH LOCAL, STATE, AND NATIONAL CODES. 3. ALL WORK TO BE IN ACCORDANCE .WITH ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 4. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LANDLORD OR OWNER. 5. CONTRACTOR TO SECURE ALL PERMITS, INSPECTIONS, ETC. INCLUDING CERTIFICATE OF OCCUPANCY. 6. MECHANICAL, ELECTRICAL, AND PLUMBING SUB—CONTRACTOR TO BE LICENSED AND SHALL FILE SEPARATE APPLICATIONS FOR PERMIT, INSPECTION, AND APPROVAL FOR THEIR WORK. 7. EACH PRIME CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF A DISCREPANCY OCCURS, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN WRITING BEFORE PROCEEDING WITH WORK. DO NOT SCALE DRAWINGS. 9. EACH PRIME CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS FOR FIRE EXTINGUISHER PROTECTION IN THE BUILDING AND PROVIDE AS REQUIRED. 10. SIDEWALK SLABS SHALL BE MINIMUM 4' THICK CONCRETE WITH NON SLIP FINISH ON COMPACTED EXISTING POROUS SUBBASE OR COMPACTED POROUS FILL AS REQUIRED AND/OR RECOMMENDED BY SOILS ENGINEER. CONTROL JOINTS SHALL BE SPACED AS INDICATED IN RETAIL DOCUMENTS. SIDEWALK TO SLOPE 1/4" PER 1'-0" AWAY FROM THE BUILDING STOREFRONT. 11. NOTICE TO ALL SUBCONTRACTORS: EACH CONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AS IT RELATES TO YOUR WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED AS A RESULT OF FAILURE TO DO SO AND IF THE INFORMATION IS CONTAINED WITHIN THE CONTRACT DOCUMENTS. IT IS RECOMENDEDED THAT YOUR BID NOT BE BASED ON PARTIAL OR UNCOMPLETE INFORMATION. IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS, SPECIFICATIONS AND ADDENDA'S ISSUED AT TIME OF THE BIDDING PROCESS. 12. '.FIRE PROTECTION: CONTRACTOR SHALL FURNISH AND INSTALL FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AT ALL RETAIL SPACES. SPRINKLER SYSTEMS SHALL CONFORM TO ALL LOCAL AND NEPA CODES, SHALL BE DESIGNED BY A STATE OF FLORIDA REGISTERED ENGINEER, AND CERTIFIED BY THE INSURANCE UNDERWRITER'S SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. LOCATION OF SPRINKLER HEADS AND ALL DISTRIBUTION LINES SHALL BE COORDINATED AS NOT TO INTERFERE WITH THE LOCATION OF ANY LIGHT FIXTURES OT H.V.A.C. WORK, BY CONTRACTOR. 13. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE. 14. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. 15. GENERAL CONTRACTOR .1-0 PROVIDE TEMPORARY SERVICES REQUIRED FOR THE COMPLETION OF THE PROJECT. SEE SPECIFICATIONS. 16, COPIES OF ALL NECESSARY PERMITS AND BUILDING DEPARTMENT APPROVED DRAWINGS SHALL BE AVAILABLE ON PROJECT SITE. VMOR CONTACTS HARDWARE/ LOCKSETS BEST LOCK CORPORATION — CONSTRUCTION DEPT. 1294 LAWRENCE STATION ROAD SUNNYVALE, CALIFORNIA 94089 ATTN: MR. LEE BELL / 408-541-9500 STOCKROOM DOORS ELIASON CORP., EASY SWING DOOR DIVISION P.O. BOX 1026 WOODLAND, CALIFORNIA 95776 530-662-54-94 / 800-828-2655 HVAC EQUIPMENT LENNOX INDUSTRIES, INC. 632 PATHFINDER TRAIL ANAHEIM HILLS, CALIFORNIA 92807 ATTN: BARBARA KRUNTORAD / 714-998-0784 CORPORATE NATIONAL ACCOUNT EXECUTIVE LIGHT FIXTURES AMERICAN WHOLESALE LIGHTING 41400 CHRISTY STREET FREMONT, CALIFORNIA 94538 ATTN: MR. JEFF JENSEN / 510-252-1088 X 214 MECHANICAL / ELECTRICAL CONSULTANTS C & C BUILDING AUTOMATION 1453 ROLLINS AVENUE BURLINGAME, CALIFORNIA 94010 ATTN: MR. CHUCK CHAVEZ / 650-685-4044 ENERGY MANAGEMENT SYSTEM (EMS) C & C BUILDING AUTOMATION COMPANY 1453 ROLLINS AVENUE BURLINGAME, CALIFORNIA 94010 ATTN: MR. CHUCK CHAVEZ / 650-685-4044 CORNER GUARDS CALIFORNIA CASTERS 1400 — 17th STREET SAN FRANCISCO, CALIFORNIA 94107 ATTN: BRIAN / 800-950-8750 TRASH COMPACTOR MARATHON EQUIPMENT COMPANY 13617 E. 25TH STREET SPOKANE, WA 99216 ATTN: LARRY SHULENBARGER, 800-771-5125 INTERCOM MUSIC AEI MUSIC N TWORK, INC. 900 EAST PINE STREET SEATTLE, WASHINGTON 98122 Telephone: 800-831-8001 WALLCOVERI NG BREWSTER WALLCOVERING 16301 CARMENITA ROAD CERRITOS, CALIFORNIA 90703 800-726-9555 FLOOR TILE AZROCK COMMERCIAL FLOORING WEST—WAYNE CROW / 800-877-8690 X8204 EAST—RON CONRAD / 800-877-8690 X8209 REP — BOB FOY / 800-227-4662 X240 CONCRETE SEALER CRETE SEAL 3617 WEST MACARTHUR BOULEVARD, SUITE 500 SANTA ANA, CA 92704 ATTN: PATRICK MURRAY / 800-278-4273 SECURITY SECURITY LINK 9572 MARION PARK DRIVE KANSAS CITY, MO 64137 ATTN: LISA SMALL / (800) 605-8271 VSAT UNITS HUGHES NETWORK SYSTEMS SAN DIEGO, CALIFORNIA ATTN: STEVE D'ADOLF (858) 455-9550 / sdadalf©hns.com SIGNAGE BILL MOORE AND ASSOCIATES (BMA) 1057 SOLANO AVENUE ALBANY, CALIFORNIA 94706 ATTN: SKIP MOORE / 510-526-0296 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 0 COPYRICIff All reports, plans, spocificationo, computer tilos, field dole, notes and other documents are inslrumcnta of service prepared by Cuhacl & Potereon, Architects as instruments of sorvko remain the property of Cuhaci & Paterson, Architects. COW & Peterson shell retain all common law, statuotory and other reserved rights, including the copyright thereto. Ary use or reproduction of this document without written permission from Cuhaci & Peterson Ie a violation of Federal copyright laws. C N�� on 0 1 I W L0 ZD z LLI CO 0 _I LO �0 z LUQ W U) z a z M w U ZJ I A '�"v f-11 . 1 1 2 3 I 4 5 6 I PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MM/MS CHECKED MP SHEET CV -2 L0 z CO 0 � I— �C) 0 z_j LL W 0 �� 0 on,_, � W G z U) �.✓ LL W U W 0 (D F. 0 IL _ CO CIS w � 0 A '�"v f-11 . 1 1 2 3 I 4 5 6 I PROJECT NO. 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MM/MS CHECKED MP SHEET CV -2 0 Cit \ \ r f r 1� r r' SOUTH \.= J tl 11 L A U V l..`_-.1 0 [ LJ ll MF U n R o Ll IJ H i LJ LJ 1.J t.,.J /A 1.1 1 1J & 9 2 n 0 l 1 /t % a D � EXISTING ACCESSI TO HANDICAP PAI 0ODFW/ALKAgQ i f4 t - 70 } s Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com O COPYRIGHT NI reports, plana, specifications, computer flies, field dato. notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhoci & Peterson, Architects. Cuhoci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Arty use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. f�-Itm-x-v W D � z® w cfl <t rn 1 � Z `Y 2 U) z W W Z 0� U CY,� Q z w yyam� 00 W z U 0 (y) W f�-Itm-x-v L -I � REVISION cfl 1 � Z `Y 2 c� i` - 3 V CL % C, 4 5 (y) W NOTE �< THIS DRAWING IS FOR REFERRAL ONLY. ALL cc cn BUILDING ACCESSIBLE ACCESS TO RAMPS, cQ 0 J .�O PUBLIC WAYS, HANDICAP PARKING, GENERAL PARKING AND ROADWAYS ARE ALL EXISTING Q U— AND SHALL REMAIN. _ SCALE AS SHOWN DATE �® U ARCHITECTURAL SITE PLAN DRAWN a ct W W� CHECKED MP SCALE: 1" = 50'-0" ��° � z WX �U a a or) vJ W� W SP - 1 f�-Itm-x-v L -I � REVISION 1 � `Y 2 3 % C, 4 5 NOTE I 6 THIS DRAWING IS FOR REFERRAL ONLY. ALL 7 BUILDING ACCESSIBLE ACCESS TO RAMPS, .�O PUBLIC WAYS, HANDICAP PARKING, GENERAL PARKING AND ROADWAYS ARE ALL EXISTING PROJECT NO. 200111 AND SHALL REMAIN. _ SCALE AS SHOWN DATE 09-29-00 -, ARCHITECTURAL SITE PLAN DRAWN MM/MS CHECKED MP SCALE: 1" = 50'-0" SHEET SP - 1 N m t 6 7 M L K i H C A 1 2 3 -� ` ► 8 7 8 9 10 11 12 214'--0" 26'-U' i \ 18'-6" 38'-6" 10' 0" 23'-6" r - -` 1 3'-6" 6'-0" _ 16'-6„ 1 26'-6" , „ C \ J 29 -1 15 -6 EXISTING CONCRETE r r r J EXISTING EMERGENCY EXISTING TRUCK I I I f -- r I - f�� r= f r EXISTING ELECT IC SIDEWALK AND LIFT & RAIL TO EXISTING FIRE • EXISTING -- r r METER GENERATOR RECEIVING CONCRETE \ , BE REMOVED SPRINKLER RISER r x x - x -x -x-1 COMPACTOR PAD TO BE REMOVED \\ i MAIN & BOLLARD I I &PAD EXISTING CHAIN LINK x x x FENCE f- ---- ---- / -- - - T--------= -=----= EXISTING ROLL -UP IrI - L DOOR AND BOLLARDS EXISTING II TO BE REMOVED- I EXISTING TRANSFORMER j BULL -UP DOUR I EXISTING TRUCK 5'-4" ROOM i AND BOLLARDS - I LIFT / • `� III III ��I III III II II I� I L ----_j // / II III III III III II II i • _ x - —- - �`ai_=-= C --I 4CL --_iF-_1--1-IF=_I- -L---� L==______ �� - _I-_- -- _-_--J! - �- - - c- �lL-_�� EXISTING ELECTRICAL II TO II EXTERIOR WALLS \\ ` q ' / r° \ ` PANELS & SWITHCED TO BE REMOVED. u II / II TO BE REMOVED REMAIN I� LOAD BEARING / II it CONCRETE BLOCK 70 REMAIN. SEE I- - - I 4=-- Vii- _=____=___=� _�_A L_-- STRUCTURAL I I I L - _I---�, - ---_ �T� -- - - — DRAWINGS FOR I I I I L` I I EXTENT OF WORK. I I I I I� �I IIII-n II jI II II II Ili jI � l JL. _— ___ I I I II II III --_ F - --- - _ I II =- = --_ - -I I II / II / � II it II II II - L_ I---_- --- -� rr_J II I _ _ I I iii% I u -i `-i►II II I u_� -- — __._ _____ IL �- � I IL I i -\ %/_ IF - EXISTING ROOF HATCH & LADDER TO REMAIN. II a LU z CC < LL! SW() � \ I W L IT II II I II I I I II I II I I I I I I I I I ISI I II o CD- - - - - - I .-I-- - T— _ _ _ ---I -- / EXISTING DOOR & OPENING TO - _ BE REMOVED I L_sc�-.�I I I I I I I II -I I -I I III � I III I II Lu 00 L I I i I I I I jl I i I III I P Ir I j - -moi II 1 I I I I I I II --i- jl�'_-- 1I z F- z [-F= I W Z t.LJ I I I I I C- �-� 4_ / _ W in W z M III I \ I U3 1-44 o N II I i r--1 t -- 53 0 I \ L1J I II EXISTING MEZZANINE I II _U � , II I I I I I I I AND STRUCTURAL II I II I S TO BE REMOVEDI I I II L - - - II I Ir cv IILI I CUT NEW OPENING FOR STOREFRONT 38,6., I r CUT NEW i — - -- — — — -- J WITH 24" KNEE 1 1 29 -,c� 1 OPENING FOR T - j I I WALL _ 3'-0" x 7'-C I / / I [L - - - _ LE I DOOR [I- / — - �—_ 94. II I EXISTING ATM TO I i BE REMOVED II I I II EXISTING PUBLIC t �TELEPHONES TO REMAIN � I E -v-/" l I\ /IL I— F j L_.V—I r -I - - - - -- - - - - - - - - - - - L J _ I - _ -- -- ----- _-------------___.---- _ --------------------------------\- --I - -T- _ _,___.------_---------.------ . � DEQ®LITNG�N PLAN \\ �--�,_._________________________.__-_-__-____�____\\-----�._._.-� - � \ I I / SCALE: 1/8" = V-0» �i --.----.--------- ------- - - - - -- 1. DEMOLITION WORK WILL BE CONFINED TO THE INTERIOR AND WILL NOT CREATE DUST, DIRT OR OTHER INCONVENIENCES TO OTHER TENANTS WITHIN THE SHOPPING CENTER. 2. DEMOLITION WORK WILL NOT BLOCK HALLWAYS OR MEANS OF EGRESS FOR TENANTS OF THIS OR OTHER SHOPPING CENTER. 3. DEMOLITION WORK WILL NOT INVOLVE INTERRUPTION OF WATER OR ELECTRIC SERVICES TO OTHER AREAS OF THE SHOPPING CENTER. 1. G.C. TO COORDINATE ALL PHASES OF DEMOLITION WITH THE LANDLORD'S & ROSS' REPRESENTATIVE. 2. ALL EXISTING ACOUSTICAL TILE CEILING SYSTEM, FASCIAS, SOFFITS, AND DECORATIVE CEILINC TILES TO BE REMOVED AND DISCARDED. 3. EXISTING SPRINKLER AND SPRINKLER HEADS TO REMAIN, AND SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION PHASE. 4. ALL EXISTING EQUIPMENT DISPLAY SHELVES, ETC. TO BE REMOVED AND DISCARDED. 5. G.C. TO PROVIDE TEMPORARY ELECTRIC POWER AND LIGHTING DURING THE DEMOLITION AND CONSTRUCTION PHASE. 6. ALL DEBRIS SHALL BE DISCARDED TOWARDS THE END OF WORKING DAY DURING DEMOLITION AND CONSTRUCTION PHASE, 7. ALL EXISTING FLOOR FINISHES ARE TO BE REMOVED. EXISTING CONCRETE FLOOR TO BE PREPPED AND READY FOR NEW FLOOR FINISH. MGM W AS SHOWN EXISTING WALLS D DRAWN - Z W TO REMAIN SHEET EXISTING WALLS _ - D-1 AND EQUIPMENT � TO BE REMOVED 1. ALL PLUMBING U) AFFECTED WITH THIS DEMOLITION () r0 BE REMOVED AND - w U CAPPED FINISH WITH z EXISTING FLOOR SLAB N (y) OR CAPPED IN THE WALL. 2. ALL ELECTRICAL AFFECTED WITH THIS DEMOLITION ® TO BE REMOVED - EXISTING DOOR TO REMAIN = _ - EXISTING DOOR \ I TO BE REMOVED ILL Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® COPYRIGHT All reports, plane, epocifications, computer files, field date, notes and other documents ore Instruments of service prepared by Cuhacl do Paterson, Archltecte os instruments of service remain the property of Cuhoci & Peterson, ArchltectuCuhacl Sc Peterson shall retoin all i common ow, stetuolory and other resorvod rights, including the copyright thereto. Any uas or reproduction of this document without written permission from Cuhacl do Peterson Is a violotion of Fodo(ul copyright laws. PROJECT NO, 200111 W AS SHOWN DATE D DRAWN MS/MM Z W o SHEET 11L D-1 ®1 � U) z W z o�F () Q - w U 0 z PROJECT NO, 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MS/MM CHECKED MP SHEET 11L D-1 LO z f � N (y) ® o Cao z0 ILL < U_ z 0 o o C� z10 U W 00 0c,z co C t- WW z EL PROJECT NO, 200111 SCALE AS SHOWN DATE 08-31-00 DRAWN MS/MM CHECKED MP SHEET 11L D-1 M C0 r