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HomeMy WebLinkAbout7320 Gall Blvd (6)Proj. Mgr. DZZ Project Information DRA WMG INDEX A-1 General Information A-2 Floor Plan EL-1 Exterior Elevation A-3 Life Safety/Merchandise Plan A-4 Reflected Ceiling Plan A-5 Details A-6 Details A-7 Details E-1 Electrical Power Plan E-2 Lighting Plan E-3 Electrical Notes & Riser Diagram M-1 Mechanical Plan M-2 Mechanical Notes & Details P-1 Plumbing Plan CODE RESEARCH GOVERNING CODE Florida Building Code 2007 W/2009 Amendments NFPA Life Safety Code Florida 2003 Edition Florida Fire Prevention Code January 1, 2005 BUILDING HEIGHT PROJECT AREA TYPE OF CONSTRUCTION scorE oFwoWc: DEMISING OF EXISTING SPACE 26-0" Approximately 25,136 SQ.FT. (P NORTH To J A/.fA XX 7246- 7422 GALL BLVD Zephyrhill,s, FL SYMBOL LEGEND GENERAL NOTES EXISTING WALL NEW WALL THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE EXISTING WALLS TO BE ARCHITECT OF ANY DISCREPANCIES IN WRITTING PRIOR TO REMOVED SUBMITTING HIS BID. BATT INSULALTION THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS, AND VERIFY THE ARCHITECTS SEENNERNIN FIRE RATED WALL DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, DETAIL NUMBER ERRORS OR CMISSIONS ARE PRESENT, THE CONTRACTOR SHALL. NOTIFY THE ARCHITECT AND OWNER MEDIATELY IN WRITTING. 1 DETAILNAME DETAIL REFERENCE ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE A-2 �:3/4•-''� ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL SHEET NUMBER BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. IDENTIFICATI❑N NUMBER THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN 4 DETAIL SYMBOL i DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL SHEET NUMBER CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S ICAT IDENTIF17-N COMENSATION INSURANCE. VALID CERTIFICATES OF ALL SHALL NUMBER BE PROVIDED. 1 to SECTI❑N SYMBOL ` THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO A-2�` ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT SHEET NUMBER REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT 1 � LOCAL EDITION, NFPA-101 AND ALL OTHER REGULATION CODES. � SHEET NUMBER THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE 4 A-2 2 INTERIOR ELEVA-IONS I S ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE. 3 — ELEVA-ION NUMBER 3 THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE BUILDING OC DOOR SYMBOL �� SHELL AND FOR COORDINATION OF NEW WORK. WINDOW SYMBOL THE GENERAL CONTRACTOR AND ALL A O SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ALL REQUIREMENTS SET FORTH BY THE WALL -YPE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF 4 E WORK. ABBREVIATIONS AB ANCHOR BOLT G- GLASS PN_ =a %EL=NT A/C AIR CONDITIONING CR GRADE AFF ABOVE FINISH FLOOR G GYPSUM "0- _ ->HED ALUM ALUMINUM -3 HOSE BIBB ?REFAB =R_=ABRICATED APPROX APPROXIMATE HCP HANDICAP ?ROJ =-C,ECT ARCH ARCHITECTURAL HDW HARDWARE PSF __IDS PER SQ. FOOT BD BOARD HGT HEIGHT PSI PRTR = _VDS PER SQ. INC- BLDG BUILD'NG HM HOLLOW ME"A_ PTD ===!SURE TREATE BILK BLOCK HR HOUR PVMT = \TED BOTT BRG BOTTOM HVAC HEATING/VE\- _q' NG/ QTY - .�MENT BTWN BEAR!\G AIR CONDITIO\ \G REF _ =VTITY CAB BETWEE\ HW HOT WATER REQD -")IGERA-_' CLG CABINE` \ INCH RENF =_DJIRED CEM CEILING \CA\D INCANDESCEN- RET REV =_'.=ORC\ CL CEME\" \CL INCLUDE ROD _".RN CLR C!_OSE- \FO NFORMA-ION RM -=. RSE, __. S \ COL CLEAR \SU_ \SULATE-INS,_-- C\ RO CONC COLUMN \T \-ERIOR SCHED M CONSTR CONCRE`_ K T -CHEN SD = _DH C=_'.'.L CONT CONS-R'JCTiON _AM _AMINATED SEP =_-_DUL_ CONTR CON T\ OUS _AV _AVATORY SECT __-' DIS= CT CONTRACTOR _B =OUND SHLIF ARAT_ CTR CERAM C ` __ _N _NEAR SHT _=:-ION DEG CENTER _- _ VE LOAD SIM SPE_- --__F DEPT DEGREE -- _,HT SPKR - _T DIET DEPAR7VE%- _VR _CJVER SQ S.JAR DF DETA_ VA`_ MATERIAL STD _=_-_:FICA_='• DIA DRINK\G 70JNTAIN MAX V-XIMUM STL _-_=KER DIM DIAMETER MEC- — ---1ANICAL STOR = _ -RE DIN DIMENS \ :'=V V=M3RANE SUB __='.DARE DR DOWN M_"AL SURF DWG DOCK '_= V_"AL FURRING C--'•'.__ SUSP _-==AGE EA D::-' A \C M=<' V=\JFACTURER SYS =_=S'ITU EL EAC- " `. M '. MUM T & _ _ _ --ACE ELEC E_EV-" R ;' ='CR TE So_ EQ ELEC" CA M S M S ___ANEOUS THJ _ M EQUIP EQUA_ V M:-cz\R' OPENING TP- - - -='.-JE & EQUIV EQU =V_\T y MD S"_RE RESISTAN" TRA'.: -=__=ION_ EW I,- EQU VAzzz -- - - TY= -- _ -TH •--- EXH EAC- 'A \ ._" '.CONTRACT UG'._ '_ _ PA=_= EXIST EXHA_S- s _;r3= U_ ==';3FOR,,__ EXT EXlS"\ _v -M•,a_ VE=- _ _AL FD EXTER CR-_XTERNAL -_ SCALE Wi -=RGRO_'•_ FIN F__J- = �\ _- _._ - OUTSIDE AIR WC - RWRI-_-_ _-_ FIX F \ S- - - _ . _ . "_R W` - :AL FLR WIV FLUOR - �-_ - L----_-_ W/J �- _= CLC__" FTG _ --- - .- --_" __ - WP HEA-== FURR -- -_ __----N WS „-= MESH GA FuRR\ __ S -_ -_ WW= ', -_OJT GALV GAGE, C _ _ __-_R ,ti' -:PROC= GALV \ _ __ •5__D - -ER S-=== W=_ THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUITING ALL CURRENT DRAWINGS TO THE SUBCONTRACTORS/VENDORS AS WELL AS SUPERVISING AND COORDINATING THE WORK OF ALL TRADES IN ACCORDANCE WITH THE SPECIFICATIONS AND MAKING ADJUSTMENTS IN LAYOUT AS REQUIRED. THE ARCHITECT SHALL BE NOTIFIED PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF THE WCRK. THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS , OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR COMPLETION OF THE THE CONTRACTOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE CLARIFIED. THESE PICTURES SHALL BE EMAILED TO THE ARCHITECT ALONG WITH AN REI FOR CLARIFICATION. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GERNERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING REGULATIONS. THE CONTRACTOR SHALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING ASSEMBLY ABOVE: TAPE AND SEAL JOINTS. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRE -RATED PARTITION USING ONLY UL APPROVED MATERIAL. THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS. CONCEAL PIPING, DUCTWORK, AND CONDUIT. THE CON-RACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT LOCATED IN FIRE -RATED WALLS WITH 5/8"TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. THE CON-RACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: CABINETS, GRILLES, DOORS, WINDOWS, ETC_. WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING. THE CON-RACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. ANY ROOM, WALL, FLOOR, OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IDENTICNTICAL TO THE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY OBSERVED APPARENT DISCREPANCIES IN WRITTING PRIOR TO COMMENCING WITH THE WORK. ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST POSITION WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITTING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK. WHERE TWO OR MORE DETAILS, MATERIALS, OR CONDITIONS OCCUR IN APPARENT CONFLICT, THE CONTRACTOR SHALL INCLUDE THE MOST COSTLY SOLUTION IN HIS BID AND NOTIFY THE ARCHITECT OF ANY APPARENT DISCREPANCIES PRIOR TO START OF CONSTRUCTION. WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE OWNER. WORK A SET OF "AS -BUILT" NEATLY MARKED UP PLANS, THE ELECTRICAL CONT LL BE THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT,gILW RKS INCLUDED. THES T0 THE revrew*0:.tttt'i b SUPPLIED ITEMS AND INCORPERATE THE INSTALLATION INTCp G SHALL $i YITHAI,LrioWd C 0 N T R U C T I 0 N SCHEDULE. end CODE NATIONAL, ECODESLEFLORIDA BUILDING � a p0� ad of thern� plans. It � #�e� ' TRIC CODE THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY U T I L I T CIT OF aP"HILLS ORDINgNCES� Contractor's sole to erdw that the plans are in N C L U D I N G, E L E C TI TtoNE LF��E Q U R E D FOR Complete conViance with all applicable NFPA codes and THE C 0 M I L E TI 0 � local ordinances. In the event that further examination or Y EPH LM SHAL'S OFFICEOWNER. site inspection reveals areas d rion-compliance, it shall be Date: +�:,__ z_�j D the contractor's sole respony, at their sole expense to CI ATE f �" �L bring those in compliance. The City assumes no CITY F ZEpHyRH►LLS I responsibility for the contrador's failure to be in compliance EXAMINER with all applicable NFPA Codes and local ordinwoes. S Job. Capt. DZZ Drawn by DZZ RONALD B Rev'd by STATE OF FLO R B AR 0016160 12ILIo 0 0 � z _Jz O� O _J0 Cn —��m �Q = oviz-Dz w �z w �0QD w~ _-():� 0— =mwF70-0 cnw Of Li U o �o OLJ zz mCw�ww I�wm=�—zw T 1 O Of 0 0 Q m N�O� moUzo_____ + � Q cn cn w QOQ z rrw> � W 0= Of2-L,— �wzooQmoo��cn �m0an oH wC�n~~U~�o=ozw __ F-w ZV)� m W z V— O OO� O 0wo �z w w�w_U =:i Q m w � �oLLJ 0o - �Na_0Z�ow E�W z-Con�z0oz � z~zQOH � Q�o=�QwQF�- �Q 0��Q�cn J�o Qwm UZI­zz< 0E) w X w 0 z z cn v= �wo ���v�o�z�—LJcn C�J LLJ U 0 J � 0 ~ = O � � � J O �_ W z OLLI Q 0 0 =mLLJ cn =�Cf)_J Xz=� MU�z cnOzz0�z(nWQUO =�LL0 Of W 0=C/�0=0L,=U �Qmo <CDo3:zU �-__O3:Q 3 COPYRIGHT 2009 BARR ARCHITECTURAL STUDIO Revisions: CADFILE No. 0 J � En _J Q J_ N >— CO W 'I- N Lo N 0 0 N •� N " N O V 0 Lf) . O , § I �O ; ..O L 0 O LO _ n Sheet Title GENERAL INFORMATION Scale: Date: 11/21/2010 Project No. 10-2111 Sheet No. A-1 1' 1 1111 1 1 1, 1 J- m IL1 T. I I , . I . .,I I-_ - 11 it Prof. Mgr. DZZ 0 1) 1) GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C. 2008) AND GOVERNING MUNICIPAL, STATE AND LOCAL CODES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L. LABEL WHERE APPLICABLE. 2. CONTRACTOR SHALL MAKE ALL NECESSARY CUTTING AND DO ALL THE REPATCHING AS NECESSARY FOR THE PROPER EXECUTION OF THIS WORK. 3. AFTER COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. 4. WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT, THE CONDUIT SHALL COMPLY WITH THE N.E.C. REQUIREMENTS. 5. ALL CONDUCTORS SHALL BE COPPER. NO CONDUCTOR SHALL BE SMALLER THAN #12 AWG AND SHALL BE RATED FOR 600VOLTS THWN OR THHN INSULATION. INSTALL A GROUNDING CONDUCTOR WITH ALL CIRCUITS, UNLESS NOTED OTHERWISE, SIZED PER N.E.C. 250-122. 6. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT. DO NOT ORDER MATERIAL BEFORE VERIFYING BREAKER & WIRE SIZE. REPORT ANY DISCREPANCY IMMEDIATLY TO THE ENGINEER OF RECORD. 7. VERIFY AVAILABLE INTERRUPTING CURRENT (AIC) WITH POWER COMPANY. EQUIPMENT AIC RATING MUST BE LARGER THAN THE POWER COMPANY AIC. 8- SAFETY SWITCHES SHALL BE SQUARE 'D', GENERAL ELECTRIC, OR WESTINGHOUSE, FUSED OR NON —FUSED AND SIZED AS INDICATED. NEMA 3R WHEN EXPOSED TO WEATHER 9. PANELS SHALL BE SQUARE 'D', GENERAL ELECTRIC OR EQUAL, TYPE AND NUMBER OF BREAKERS AS INDICATED ON PANEL SCHEDULE. STENCIL PANEL DESIGNATION ON INSIDE OF PANEL. ALL TWO —POLE BREAKERS SHALL BE COMMON TRIP. PROVIDE TYPE WRITTEN SCHEDULE IN EACH LOAD CENTERS. CONNECTION TO MAIN BUS SHALL BE WITH BURNDY ANNULAR COMPRESSION LUGS. 10. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO COMPLY WITH LOCAL CODE FOR WIND RESISTANCE. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE OWNER. 13. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT TIME OF DESIGN. VERIFY ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING AND BEFORE INSTALLATION. 14. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 15" A.F.F TO BOTTOM OF OUTLET UNLESS OTHERWISE NOTED, ALL LIGHT SWITCHES SHALL BE O 42" AFF. TO BOTTOM OF SWITCH. 15. SERVICE MUST BE 3' ABOVE MSL, VERIFY AT SITE. 16. CONTRACTOR MUST VISIT THE SITE PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS. 17. CONTROL FOR LIGHTING TO BE AN ASTRONOMICAL TIME CLOCK. 18. WHEN NEW ELECTRIC SERVICE IS BEING INSTALLED, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH FPL/FPL ENGINEERS ON THE SIZE OF THE FPL TRANSFORMER THAT IS REQUIRED TO PROVIDE THE NEW ELECTRIC SERVICE SHOWN ON ELECTRIC PLANS, GC HAS TO INFORM THE OWNER ABOUT ANY EXTRA FPL CHARGES THAT MIGHT OCCUR IN ORDER TO PULL NEW SERVICE. THIS HAS TO BE DONE AS EARLY AS POSSIBLE DURING THE BIDDING PROCESS. 19. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCY TO ENGINEER BEFORE BID OR INSTALLATION. CONTRACTOR TO REPLACE ANY EXISTING DEVICE OR COMPONENT THAT IS REUSED IF IT IS NOT FULLY OPERATIONAL. AIC CALCULATIONS AT 800A MAIN L = LENGTH OFCIRCUITTOFAULTIN FT AVAILABLE AIC ATCIRCUIT _ CONSTANT FROM TABLE n= NUMBER OF WIRES PER PHASE C = CONSTANTc * n V = VOLTS F 1-732 * L * I / C * V M=1/(1+F) AIC =1*M 20 FT 42,000 AMPS 28,033 2 56,066 = 208 VOLTS 0.125 0.889 37,341 AIVP S THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE: FROM TRANSFORMER TO 1ST MEANS OF DISCLINNECTAND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE: DISTANCE (L)IS LESS THAN 20 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. AIC CALCULATIONS AT 800A PANEL L = LENGTH OFCIRCUITTOFAULTIN FT I AVAILABLE AIC AT CIRCU IT c = CONSTANT FROM TABLE n= NUMBER OF WIRES PER PHASE C = CONSTANTc * n V = VOLTS F=1-732*L*I/C*V M =11(1+F) AIC =I*M 90 FT 37,341 AMPS 8,033 2 50,060 208 VOLTS 0.499 0.7 2+,909 * THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE FROM TRANSFORMER TO 1ST MEANS OF DISCONNECTAND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE: DISTANCE (L)IS LESS THAN 90 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. NOTE: UNDERGROUND CONDUITS TO BE PVC (2) SETS OF 600 MCM CU 81#1/0 CU GRD IN 3-1/2" CONDUIT EACH (2) SETS OF 600 MCM CU IN 3-1/2" NEMA-3R CONDUIT EACH ELEC. MIN METER MAIN . AIC =42 K F­MAIN_1 s0OA DISC 1 OF 2 MAIN MDP CT CAN EXISTING 800A 20F2 1-PHA20V/2E 3-PHASE L SAVE -A -LOT 120V/208V #2/o CU PHASE (2) SETS OF 600 GROUNDING M MIN MCM CU IN 3-1/2" CONDUCTOR IN AIC = 32 K CONDUIT EACH 3/4" CONDUIT TO POWER E-- UTILITY TRANSFORMER STRUCTURAL C/W STEEL PIPE TWO 5/8" COPPER CLAD GROUND RODS ELECTRICAL RISER DIAGRAM v THERE ARE TWO MAINS TO COMMON AREA GROUPED AT THIS PHONE ROOM OR LOCATION ELECTRICAL PLAN SCALE: 1/16"=1'-0" NO.I REVISIONS /d\ I DATE STORE LOCATION: ZEPHYRHILLS, FL r DRAWING DESCRIPTION: ELECTRICAL SERVICE PLAN Job. Caps~ DZZ Drawn by DZZ Revd by STATE OF FLORIDA RB RONALD BARR, A.I.A. AR 0016160 W ZZ V� 0 ZjZ W ZZZZZ ZWWjtWOXWW56;<Wm WImN<fAa�F—yUWO cc an 0 m W ~ U g U W RY ac N U ;oaP-�i5z�g v—Fv§MZF� 0 �FWYo� 211: NO0Wm VI�e3EjNyW< © COPYRIGHT 2010 BARR ARCHITECTURAL STUDIO RW31onx CONSULTANTS: BUCHANAN P.E CONSULTING INC. ELECTRICAL' MECHANICAL' PLUMBING EN G /NEE RING 6191 W. ATLANTIC BLVD. SUITE #2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL RE # 48916 CERTIFICATE OF AUTHORIZATION # 8842 DEC 13 2010 0 Cq co o L �O .n N I r N c C c U� O , LD ca AM a= �►� rn ca U M o W c ca E L _ o y »- 00 C: <Omk � � o A,, r N Ln U co BYI _T •m ok 770 Cochituate Road Framingham, Massachusetts 01701 PLANNED BY- C—SET BY: CHECKED BY: SCALE: 1 /16" = 1'-0" DATE: 12/10/10 STORE TYPE DB 1180A E-1 MA%MVO Na. J LL w N L 10 GENERAL PLUMBING NOTES PLUMBING FIXTURES SHALL COMPLY WITH (F.B.C. 2007 PLUMBING TABLE 604.4) A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK - CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL WITHIN AN EFFECTIVE RANGE OF THE QUICK - CLOSING VALVE. ACCESS SHALL BE PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT, PROVIDED TO WATER HAMMER ARRESTORS. ETC. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. SHUTOFF VALVE SHALL BE INSTALLED ON THE WATER SUPPLY PIPE TO EACH APPLIANCE OR MECHANICAL EQUIPMENT AS PER (F.B.C. 2007 PLUMBING 606.2.3) ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST EDITIONS OF THE NATIONAL, STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. THE DEVELOPED LENGTH OF HOT WATER PIPING FROM THE SOURCE OF HOT WATER SUPPLY TO THE FARTHEST FIXTURE SHALL BE LESS THAN 100 FT. THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS RESTROOMS SHALL COMPLY WITH (F.B.C. 2007 BUILDING SECTION 13-412.1.ABC.2.5.2) REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT, THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED ALL MATERIALS SHALL BE NEW AND FREE OF NOTICEABLE DEFECTS. ON THE LEFT SIDE OF THE FIXTURE. (F.B.C. 2007 PLUMBING 607.4) ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND IN A ALL DEVICES INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECT TO THE FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY WATER SUPPLY SYSTEM SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND OPERATIVE AND ACCEPTED BY THE ENGINEER/ARCHITECT AS SUCH. CONTAMINATION OF THE WATER SUPPLY SYSTEM. (F.B.C. 2007 PLUMBING 608.3) ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS THE PROGRESS OF CONSTRUCTION. MATTER AND, DISINFECTED PRIOR TO UTILIZATION. (F.B.C. 2007 PLUMBING 610.1) VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY HOT WATER AND DRAIN PIPES UNDER SINKS AND/OR LAVATORIES SHALL BE INSULATED DISCREPANCIES. ALL EXISTING PLUMBING SHOWN ON THE PLANS IS ESTIMATED AND MAY OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO NOT BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (F.B.C. 2007 BUILDING 11-4.19.4 PLUMBING PRIOR TO COMMENCING WORK. & 11-4.24.6) PROVIDE A MINIMUM PITCH OF 1/8' FOR 3" OR LARGER PIPES, 1/4' PITCH FOR LESS THAN 3" PIPES. PROVIDE 1/2" COLD WATER TRAP PRIMER FOR ALL DRAINS FROM THE NEAREST PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. PLUMBING FIXTURE, WHERE APPLICABLE. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. NO HOT WATER WITH A TEMPERATURE HIGHER THAN 140' TO DISCHARGE INTO SANITARY. AN OPEN VENT TERMINAL FROM A DRAIGAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, OPENABLE WINDOW, OR OTHER AIR INTAKE OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, AND ANY SUCH VENT TERMINAL SHALL NOT BE WITHIN 10 FEET HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS AT LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING. (F.B.C. 2007 PLUMBING 904.5) NOTES: LANDLORD SHALL USE BEST EFFORTS (I.E. VIDEO) TO CONFIRM THAT THE EXISTING SANITARY SYSTEM ( WHETHER IT IS BEING REUSED OR CONNECTED TO) IS IN GOOD WORKING ORDER. (LINE SHOULD BE CLEAR OF BUT NOT LIMITED TO, THE METERS AND RELATED EQUIPMENT SHALL BE AS DETERMINED BY TENANT. ALL BREAKS, DEBRIS). THE LOCATION OF WITHIN THE DEMISED PREMISES, LOCATION BACKFLOW WATER PREVENTER METER 1-1 /2" SHUT—OFF VALVE I � i J CAP AND TERMINATE I �' FOR FUTURE USE. / 4" CAP AN TERMINATE FOR FUTURE USE. SHUT—OFF VALVE WATER ISOMETRIC PLAN SCALE: MSC CO �-LCONNECT TO THE EXISTING SEWER LINE, CONTRACTOR TO VERIFY LOCATION ® SITE. CONNECT TO THE EXISTING SFWFR I INF rnNITPAr.TOP WAFER PLAN SCALE: 1/16"=1'-0" Proj. Mgr. DZZ Job. Capt. DZZ Drawn by DZZ Revd by STATE OF FLORIDA RB RONALD BARR, A.I.A. AR 0016160 w F_ z R>. o Uli W OD W z:" z �a cmZ�o w F0 <X a L' 8,W�zw a�b mo�F- ZoFk'ZOmo I�I w� z�w XWz0<=000F�Ftn 0LU ��0 W'2(n VoY wm0 MW 'z-Wc�8UWW~O 6:cu 0FWjF<FWF'EE Q3 4Ng�o 'g OU_ooc6.>m<z�F a�gV yp�NF-ZQwON7 w0T <� r W0 3oUF�aOzzZiz 6W'0< Waooz~ow ovW Maas �M7ow�oD�� p2Um p=Wf l�i?�0X z=a. N_ O W Z N o z z o 2 N W a V 0 ��V)iw X<c oi28�p6ia ©COPYRIGHT 2010 BARR ARCHITECTURAL STUDIO Revisions: CONSULTANTS: BUCHANAN P.E CONSULTING INC. ELECTRICAL' MECHANICAL' PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD. SUITE #2 MARGATE, FL 33063 Ph:954-590-3300 Fax:954-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL RE # 48916 CERTIFICATE OF AUTHORIZATION # 8842 DEC 13 2010 h a w ;n N ° c .0mN o N c1 L N c N � c� O>N V o 0) ,. E E 0) M 0 cz W c E _ o �Q. y � L M c Or z CO +- U La-C U i CU NO. REVISIONS DATE BY T •M 770 Cochituate Road Framingham, Massachusetts 01701 PLANNED BY: C—SET BY: CHECKED BY: STORE LOCATION: SCALE: 1 /16" = 1'-011 ZEPHYRHILLS, EL DATE: 12/10/10 DRAWING DESCRIPTION: STORE TYPE PLUMBING PLAN DB 1180A P-1 DRAWING No. I LL. I ������"'