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HomeMy WebLinkAbout1300 French Ave - BC04-00003 (FARMERS MARKET) (INTERIOR REMODEL) (A)PERMITADDRESS CONTRACTOR ADDRESS 2 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER • FEE FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE m ""kr warrrKwrwr rms vrlrr r r ww -- +' 'r WIIL L11� R5CEI W - 0_ z Q 7- 0 SEP 2 30 rr—' V ~�00 0 y I I I W LO Q. LO a Z CO01 ! ;il ON ON I !I r I�! U R EVI a — -—-- — — - -o> WE� 0 By Sanford Fire Pryep do i iY. Q Tj U I' 6 '16 BAY 15 L3 -� NEIU'-0"xc'-8" I I IBAY 12 u r !' �A� II co (4) 24"x301 1 � �'� SINGLE HUNG MAN IDOOR WINDOW5 - +. Are dept, _.. __- -- - ...__. ..._.__. Q .... ma J( F' I � C' s I fl Date - NEW SEWER LIFT CHECK- IN ROOM STATION. I 1 I __. _ 1 h► J� l PROTECT UJ/ 6° C.7IO'.,aCG II II I �,c y BOLLARDS I DIA. OLLARDNEW q'xa'I NG ONDEACH SIDE I I II DEMO : _ -:: . I EXISTING ! NEW 3 -0��x6 -(oI COOLER EXISTING- ------ -' I MAN DOOR I II II PARTITION y.z NC_UJ 3' -0"x&' -(v" II 11 �_ _ ! r�— WALL REMAIN I MAN DOORLL II II . I I ill, 1 . I I I 11 I I � � � T,�-I � --, •'. ' I � '� J} i s� p EX15TI r ' i�... MASON Y SEE DETAIL 2/5-2 FOR II 11 WALL I I I GOAL POST ATTACHMENT I, 4' NEW FLOOR I TO EX15TING SLAB 1 I II II I ;`i I, # — — f _ DRAIN I , 1 ! I LL HUB - 1 ► �; II NOTE: II E� 15TING NEU) FLOOR I DEMO j SEE DETAIL 4/5-2 DRAINS TRENCH DRAIN I DRAIN 3,2 I I� EXISTING FOR CEI ING PANEL TO BE FILLED IN I COOLER SUPPOR�. COO I&'-0 HIGH 16 '-0' HIGH II 11 --.. rr..___'Al 35 D GREE 35 DEGREE II II In PYG P PVC J - 11 COOLER EVA - 2 Ear ' P- 1 I 1I I a i r7 L- — _ — — J LL - _ — CL _ -- _ _ ... ...--.... EXISTING DOOR TO — EXISTING DOOR TO F BE ABANDONED BE ABANDONED �(l w ! ALL DEMOLITION WOE Is 001= r� I 0� NON-STF;UCTUF,4L WALL AN[) 5UILIDING C01'"iPONENT5 L_ I I ,,, � J 6b 6 c, 1F — —1 I f k I _...... % �...- r �'ts c Ffi}�:ti 7 U w 11 I I EOUENENT 5(_Af3• EL (FIELD YFFIFY� FR-,0f=0&FzE:) NEW COOL LA`iOIJT ��� G" CONCRETE SLAB (F'c 4,000 PSI - MIN.) WITH 4 rOXI& %/(o W,W,M. OVER 10 MIL VAPOR BARRIER SC,4LE VS�� = I �-011 ON TERMITE TREATED COMPACTED SUP�GRADE. `` 1 v ,F FLOOR PLAN PERMIT i PROJECT NO. 0155 MECHANICAL UNIT SCHEDULE .. -r--I� ,----.---,-.,, _ . — 1 (I�' I -• -• 4 I DRAWN l BY: JEiY: J:D.C. GN .GK p c _.. (_ w OFFICE COP DISTRIBUTION DATE ' MARK MODEL VOLTAGE WEIGHT SERVICES REMARKS --! —1 —! —1---1— _ `— FOR APPROVAL SEPT. 2,2003 1�,4 r` PLANSREVIEWED -- 'gJ EVAP-1 LARKIN EVAPORATOR COIL LHE6-810CA 208-230 V. 3 PHASE 535 a ELEC. DEFROST LIQUID LINE 5/8' SUCTION LINE 1 5/8' — — — - - CITY sD F2KEVAP-2 LARKIN EVAPORATOR COIL LIAE6-810CA 208-230 V. 3 PHASE 535 a ELEC. DEFROST LIQUIp LINE= 5/8" SUCTION LINE 1 5/8' �� _ _ �- a COND-1 LARKIN CONDENSING UNIT LDTIO0OH2C 208-230 V. 3 PHASE EVAP-1 R-22 REFRIG. UL LISTED COND-2 LARKIN CONDENSING UNIT LDTIOOOH2C 208-230 V. 3 PHASE EVAP-2 P-22 PFF1Plr_ I II I IgTFn EXISTING PRECAST S I RUCTURALNOTE$ CONCRETE BEAMS W I. C;OVERNiNG CODE5: IXCA5T IN PLACE CONCRETE: LU IS4 This design is based on the following codes: A. The concrete supplier shallrovide mix deli ns oF';all concrete used in structural W p � �� ,� A. Florida Building Code, s � 2001 EDITION applicationZ 4" INSULATED METAL -•,, B. When ourin a inst. earth, the embankment shall I be. wetted first. and a I I pours on (D� Q � d ., ,� �� B. Specification For the Design, Fabrication, and Erection of Structural Steel For p g a g �. \0PANEL. g ASD Design method, direct sun days will be misted at !cast twice foilowing',initial set. Isolation joints (I) <, Buildin , i shall be provided at all columns and expansion felt at,the perimeter of the slab. W p ;t C. Structural UJelding Code Dl.l G. Finish on the surface of floor shall II be machined troweled followed b hand U% Z cv 1 c0 `n iiDESiGN LOADS: Lu . finishing as required. A. The support system For the freezer / cooler panels is designed to support the D. Exterior wa Iks and parkingareas to be light brushed finished. E0-0 <� - = _ panels (Panel weight of 3 PSF) and "Light Traffic Loads". Light Traffic Lcad is 'Q1 u II.:. considered to be a one man with a tool belt on the ceiling panels at a time. This Q z LL z X ° III , loading excludeheavy toolboxes, g_as cylinders, pipe vises, Qd O u6x&" CONC. cUR>� u/ (2) etc, U_ 05 CONT. 4 S BY 10" LG. B. F'anel System Dead Load. 3 FSF, VERT. 24" o/c. Q - II iii. DISCREPANCIES 5ETWEEN DR4UJiNG5 4 EXISTING CONDITIONS: o u L • -� These drawings were prepared based on Field data gathered dUjuring the design � � - - - - " " " L 4"x4A/4xroLONG CLIP f --= 1'rprocess. However, as the demolition of g better the existin structure allows For bett ANGLE w/ (2) %" DIA. 3/8" ROD SP CED ON a•.', ;. ------ �. EXF'AN510N ANCHORS w/ Ii AT 6'-0" O.C. (TYPJ views of the existing structure, there may be discrepancies between the drawings a co d. 3-I/2 MIN. EMBEDMENT the actual conditions. These discrepancies should be brought to the attention of URETHRANE FOAM the architect immediately. Please confirm all dimensions to the existing structure J 3/0ARMFLEX l f before ordering, purchasing, or insta I I ing any new work, EXISTING < I CARRIAGE BOLT (�. DRAWINGe AND 5FECIl^ICATiONS: 5LAP 1 [- y 4" PANEL I l 1 I I 4" PANEL ,.0 STEEL PIPE POLLARD EXTEND BOLLARD INTO EXISTING CONC SLAB 3ROUT INTO PLACE, BOLLARD CONN. TO EX I ST I NC SLAB a COOLER SLAB a SCALE, 1-1/2" - 1'-0' ro" CON(. SLAB X ^-n iC h X r M (1) "5 BARS CONT, M C14AN I CAL SLAB PERIMETER SCALE, 3/4' - 1'-0' 2x6 FIT DETAIL SUSPENDED CEILING PANEL SCALE, 1-1/2' - I'-0' EXISTING PRECAST 4 x 4 x 1/4" x 6" LONG CLIP CONCRETE ROOF BEAMS. ANGLE AT EACH DOUBLE TEE a WEB W/ (2) 11/2" DIA. EXPANSION ANCHORS W/ 31/2" -1 MIN. EMBEDMENT, 3/4" AFR.MFLEX ..a i!: 8" MIN. ' _ � .' • . �,� . I I �I ALL THREAD, DOUBLE NUT CONNECTION 4 TACK (i WELD THREADS TO CONNECT EVAPORATOR 1500" MAX. UNIT WEIGHT II INSULATED CEILING PANEL MECHANICAL EQUIPMENT, SHOWN FOR CLARITY. ROOF BEAM HANGING EVAPORATOR NEW CONCRETE FILL UJ/ # 5 DOWELS @ 24" O.G. (STAG-TGERED) EXISTING-; 5LA5 VERIFY IN FIELD va I I-1 LSI 11=1; :y. I ..... I_I I I HE 11_ III I.) I- i _III—_� I ISI I I—II•�G, ' ° � °° � I _ , I-- I_I CC r"%T' 1 /"1 k 1 to"% C 't -r =A i t" 11 r -%r"] A I A I SCALE, 3/4" - 1'-0" A, Do not scale these drawings for dimensions not given, Advise Project Architect of any conflicts between these drawings and the Architectural drawings, Verify all Field conditions and confirm column locations in respect to architectural wall alignment prior to the start of work 5. These drawings are to be used in combination with the architectural, mechanical, plumbing and civil drawings. Refer to these other drawings For details that relate to structural components, C. These construction documents have been prepared From the most complete information available to the engineer, All data an existing construction conditions are approximate & shall be verified prior to commencing work D. The contractor shall comply with the manufacturer's instructions 4 recommendations to the extent -printed information are more detailed or stringent than the requirements contained in the plans. E. The plans show the location of all Fixtures 4 equipment 4 are intended to convey the general intent of the work in scope 4 layout. They are not intended to show in minute detail every d all of the accessories intended for the purpose of execution of the work, but it is understood that such details are part of this work. F. The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved shop drawings, product data or supplemental details For such portion of the work- V. orkV. FREEZER / COOLE METAL PANEL 5T5TEM: A. The freezer / cooler panel system shown in these drawings are Aluma Shield Polyurethane core panels. These panels have FM approvals and are viewed as CLASS 1 building products. Please see the listed test approvals on sheet F -I For Further information, VI. LOADING -4 ON EXi&TING 51JiLDiNG11 A. in our best engineering judgement, we are of the opinion that the existing structure can support the new loading of the cooler panels and the two evaporators. VII. CONCRETE: A. Concrete strength requirement: 1. 3000 psi For Floor s I,a bs E3. Maximum Slump: 4" (+/- I") For all concrete, except use a'' (+/- P) For Fi I I ing cells in block Fly ash, IF used, shall not exceed 20% by weight of total cementitious content. Slump limits shall be strictly adhered to, C. Concrete formwork: Concrete Formwork shall be in a clean condition For use as finished surface forms. Forms shall not be removed until the concrete is of sufficient strength to, support its own weight and proposed construction loads, D. Minimum Concrete Cover Concrete permanently exposed to earth = 3 inches, Concrete exposed to earth or weather = 1-1/2 inches Concrete not exposed to earth or weather = 3/4 inches E. Concrete must be batched, mixed, and transported in accordance with The Specifications for Ready -Mixed Concrete ASTM C94, Concrete sha I.I be placed with -in 9O minutes of batch time. F. Expansion and Contraction Joints: Floor (control) joints shall be saw cut or prefabricated at a maximum spacing of 10 to 15 feet. These control joints shall be approximately I/a" wide and extend to a minimum depth of 1/5 the slab thickness, A 1/4" perimeter expansion (isolation) joint shall be used at floors adjoining malls and around all columns. These isolation joints shall be' Formed by installing an asphalt impregnated Fiber sheet that extends the entire thickness of the slake. VIII. CONCRETE REINFORCEMENT, A. Reinforcing steel bars shall be Grade eO (G 0 KSI ,OSTM A615) steel and tied with drawn steel wire, B. Welded Wire Fabric shall conform to ASTM Alas. C, Placement of reinforcing steel shall be as shown on plans and per the "Manual of Standard Practice For Detailing ieinforced Concrete structures", ACI 315 manual on placing steel reinforcing. D. Provide minimum lap splice of 48, bar diameters, but not less than la inches, for all reinforcing bars, unless noted otherwise. Stagger splices in adjacent bars at least 24 inches, except in beams and Columns, E. in wall Footings, ce. rade beams and bond beams, provide bent bars at corners and intersections of the same number and size as the straight bars. FREEZER/ X00 FANELn T ST 4 j Testy Fire Performance - Aluma Shield polyurethane core; panels have passed the Factory Mutual Full scale corner test ( includes ASTM Ea4 and D1929) and are approved For unlimited heights. These results indicate that buildings utilizing Aluma Shield polyurethane panels!on wails and/or ceilings do not require a sprinkler system of themselves, qua I i fy ing the bui Id ing for reduced insurance premiums, Therma l Transmis5ions - Aluma Shieldp anels have been tested For insulating values in accordance with ASTM 0518 and ASTM C230 test methods. Results From individual panel types available. Air Infiltration - Panel joints have been tested For air infiltration in accordance with ASTM E283. Results From individual panel types available. Water Feretra t i on - Panel joints have been tested for air infiltration in accordance with 4511M E331. Results from individual panel types available. 5tructura I - Aluma, w`°r%Meld roof panel products are classified by Factory Mutual as to FMI-90 wing uplift. Wall panels have been tested to wind pressure resistance according to spans. Results from individual panel types available. Fa Int/ ropertle6 - Aluma Shield offers PPCA Industries' paint systems exclusively For its standard finish coatings. These include the DURANAiR(r) PVDF Finish and PPG's Durafin 2000(tm) High Performance Coating. Each of these paint systems offer an excellent value with 20=year warranted performance. Based on HYLAR 50000(r) or KYNAR 500(r) resin technology, the DURANAR family of coil coatings are recognized as, providing unsurpassed performance in critical areas such as color retention, film erosion and chemical resistance, while Dura Fin 2000 finish i� also warranted for use in. process areas requiring heavy wash down PPC4's additional DURANAR Nigh Performance Fluropolymer Architectural Coil coatings are also available at an additional cost. r� ®. •� LL. u �n u coy) 0 Ufa w o IL Q a a � L 0 STRUCTURAL DETAILS PROJECT NO, 0155 DRAWN BY: J.D r,GNFGKFpf3Y: RA DISTRIBUTION DATE FOR APPROVAL SEPT. 2, 2003 i,. M U 0 �. 0 (f) 0 U_ 0 7 • 0 < N .) 0-) U)d r� ®. •� LL. u �n u coy) 0 Ufa w o IL Q a a � L 0 STRUCTURAL DETAILS PROJECT NO, 0155 DRAWN BY: J.D r,GNFGKFpf3Y: RA DISTRIBUTION DATE FOR APPROVAL SEPT. 2, 2003 I r. i. i I 3/4A �t 0-0 r< C.014,u rL-t 7d acv �: v- - 6� �< U el AL ALVAREZ � r President/Owner AAk • Commerclal A�VAREZ •Repairs/CpnResldenhaystnidon PLUMBING COMPANY •Bade Fbw Testing i£ Repair Lic.IBondednnsured Gon!XfEGT fl "7!/e 74,i9c A1de !.c Dia'YuE" CFC019219 frAt's , lid G Y Fr (813) 656-7520 • Fax (81 3) 65T-1820 509 S. Falkenbr ted.; Suite E:-5 - Tampa619 F ! ' N 11 j 9� al -17)11 1 UIA I I z (4) 24"x30" NEW �'-O"xr,'-a" SINGLE HUNG OR date WINDOWS 4 F .......... BAY 11 - - - - - - - - - - NEW SEE ATION.WR LIFT CHECK-IN ROOM II II STFD F PROTECT W1 ro" BOLLARDS NEW 4'x,3' SLIDING DOOR LU/ 4" PIA. DEMO OLLARD ON EACH61DE EXISTING NEW COOLER DOOR MAN EXISTIN(�s - 7 II II PARTITION NEIU W p ------- WALL REMAIN MAN Doo EX16TIN�, MASON i f • SEE DETAIL 2/5-2 FOR WALL MAIN II < GOAL P05T ATTACHMENT TO EXISTING SLAB NEW FLOORiI Ii 1 i } DRAIN ti on II NOTSEE FDEAIL 4/5-2 HUB EX15TING NEW FLOOR DEMO E- DRAJIN5 TRENCH DRAIN DRAIN EX15TINC; � TO BE FILLED IN COOLER FOR CEIINCAPANEL 5UPPOR r. E fg 411 COOLER #2 coo .. le,' -O' HIGH I&,-01 HIGH 35 DEGREE P pvc, I P PVC 38 DGREE Ii iIs DEMO EXISTING II ILI 11 COOLER r I EVA"' - 2V F, - I N-1 L — L — — — — — — — — — — — — -- Lii j ..... ..... EXISTING DOOR TOEXISTINGDOOR TO --- - - - ------- BE ABANDONED BE ABANDONED 41-L, IDEMOLITION WO�K 15 OF L 110 FII NON-5TfRUC:TURAL WALL AND L_ __j I 51JILPING CO1" PONEN-ll­5 61 1- 7 N P�OF'OSED NEW COOLEfi� L,4`rOUT 5CALE 115" = I'-011 MECHANICAL UNIT SCHEDULE MARK MODEL VOLTAGE WEIGHT SERVICES REMARKS EVAP-I LARKIN EVAPORATOR COIL LHE6-81OCA 208-230 V. 3 PHASE 535 ELEC. DEFROST LIQUID LINE 5/8" SUCTION LINE 1 5/8' EVAP-2 LARKIN EVAPORATOR COIL, LHE6-810CA 203-230 V. 3 PHASE 535 # ELEC. DEFROST LIQUID LINE 5/8' SUCTION LINE 1 5/8* _j COND-1 LARKIN CONDENSING UNIT LDTI0OOH2C 208-230 V.3 PHASE EVAN P-22 REFRIG. UL LISTED COND-2 LARKIN CONDENSING UNIT LDTIOOOH2C 208-230 V. 3 PHASE EVAP-2 P-22 REFRIG, UL LISTED 4 0 z CIO 0 FOUIPMENT SLAB: Fl. . (FIFELP VERIFY) (o" CONCRETE SLAB (F'c 4,000 PSI - MIN.) WITH roxro rolro W,WM. OVER 10 MIL VAPOR BARRIER �''Ot' ( ON TERMITE-TREATEP COMPACTED SUBGF,,'ADE. L 10 J 4-oI o CIO u L) !P 91 < `o FLOOR PLAN PROJECT NO, 0155 DRALLN BY: J.D.C,PF _ !Z CtM2 Dy: RA DISTRIBUTION DATE FOR APPROVAL �FPT 9 '?no'� 771 N < E F L AN CHECKED GENERAL NOTE: •I. ALL EQUIPMENT SHALL HE U.L. LISTED. FIC -HARD R. ADAMS, F.E. FLORIDA REG. *1 35836 (NOT VALID WITHOUT SEAL) TOTAL OF � Z � _j rc� c7d u_ 4 0 z CIO 0 W c1d 4--) 10 J 4-oI o CIO u L) !P 91 < `o FLOOR PLAN PROJECT NO, 0155 DRALLN BY: J.D.C,PF _ !Z CtM2 Dy: RA DISTRIBUTION DATE FOR APPROVAL �FPT 9 '?no'� 771 N < E F L AN CHECKED GENERAL NOTE: •I. ALL EQUIPMENT SHALL HE U.L. LISTED. FIC -HARD R. ADAMS, F.E. FLORIDA REG. *1 35836 (NOT VALID WITHOUT SEAL) TOTAL OF F I X- SYM A C a H XT "URE SCHEDULE LAMPS BT37 M400/U (2) F032/741, (4) F032/7410 (1) 400W MH (2) 5.4W INC. LED BY MFR. MTG, CEILING SURFACE OR CHAIN HUNG SURFACE OR CHAIN HUNG SUSPEND FROM STRUCTURE COORDINATE MTG HEIGHT WITH OWNER PRIOR TO INSTALL WALL MOUNTED REMARKS CANOPY FIXTURE WITH WHITE FINISH STANDARD, 208V, -20 DEGREE F BALLAST, 2 LAMP 4' STRIP WITH ENERGY SAVING LAMPS AND ELECTRONIC BALLAST WITH LESS THAN 20% THD. 120V. 4 LAMP 8' VAPORTITE FIXTURE WITH FIBERGLASS HOUSING, WET LABEL, AND HIGH IMPACT CLEAR POLYCARBONATE LENS, ELECTRONIC BALLAST WITH LESS THAN 20% THD. 120V. OPEN INDUSTRIAL ALUMINUM HIGH BAY LIGHT FIXTURE. 120V, COMBINATION; TWIN HEAD EMERGENCY LIGHT, DAMP LOCATION (35 DEG. F) 90 MIN. BATTERY PACK. 120V, Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33665 Tel: 813-241-2525 Fax: 813-241-2424 Q 2003 ALL RIGHTS RESERVED SEF' 1 120.03 Matthew Otto PE# 58722 ELECTRICAL LEGEND SYMBOL DESCRIPTION a� ABBREVIATIONS O INCANDESCENT OR HID FIXTURE, CEILING TYPE (1) to cui AFF ABOVE FINISHED FLOORS ❑ HID LIGHT FIXTURE (1) FIXTURE AFG ABOVE FINISHED GRADE ►--� FLUORESCENT. STRIP (1) BFG BELOW FINISHED GRADE 1�1 EXIT•LIGHT/EMERGENCYLIGHT (BATTERY PACK), C CONDUIT ARROW(S) AS INDICATED (1) FOR PERMIT SEPT, 10, 2003 W r�l V GU# CONDENSING UNIT Q SINGLE POLE SWITCH 46" AFF OR AS NOTED (2) aJ Z $2 TWO POLE SWITCH 46" AFF OR AS. NOTED (2) DN DOWN 3 THREE-WAY SWITCH 46" AFF OR AS NOTED (2) ry0 E EXISTING EC ELECTRICAL CONTRACTOR 1$4 FOUR-WAY SWITCH 46" AFF OR AS NOTED (2) EG EQUIPMENT GROUND db DUPLEX RECEPTACLE 18" AFF OR AS NOTED (2) (3) 0 LL ENCL ENCLOSURE (f DUPLEX RECEPTACLE (MOUNTED ABOVE COUNTER) 46" AFF OR AS 4 ---, NOTED (2) (3) EWC ELECTRIC WATER COOLER (b SINGLE RECEPTACLE 125V, 20A, 18" AFF OR AS NOTED (2) EWH ELECTRIC WATER,HEATER 2 DUPLEX RECEPTACLES IN 2 GANG BOX WITH COMMON COVERPLATE, FRO FURNISHED BY OTHERS 18" AFF OR AS NOTED (2) GEC GROUNDING ELECTRODE CONDUCTOR 2 DUPLEX, RECEPTACLES IN 2 GANG BOX WITH COMMON COVERPLATE, 46 AFF OR AS NOTED (2) GFI GROUND FAULT INTERRUPTER SPECIAL RECEPTACLE AS NOTED. 18" AFF OR AS NOTED HID HIGH INTENSITY DISCHARGE HP HORSEPOWER 0 TELEPHONE OUTLET 18" AFF OR AS NOTED JB JUNCTION BOX v COMMUNICATIONS/DATA,OUTLET 18" AFF OR AS NOTED N NEW V COMBINATION TELEPHONE/DATA OUTLET 18"AFF OR AS NOTED NEUT NEUTRAL OPS PAY STN TELEPHONE OUTLET 46" AFF OR AS NOTED NF NON-FUSED Q DRY TYPE TRANSFORMER NL NIGHT LIGHT ET DISCONNECT SWITCH, AMPERAGE/POLE/FUSE/VOLTAGE/NEMA TYPE (NEMA 1 UON) (600V UON) AS INDICATED NP NAMEPLATE $MR SINGLE PHASE MANUAL MOTOR STARTER PNL .PANEL M MOTOR STARTER, SIZE AND TYPE AS NOTED R RELOCATED cv COMBINATION MOTOR STARTER AND.DISCONNECT SWITCH, SIZE AND SPEC SPECIFICATIONS TYPE AS NOTED MOTOR CONNECTION OR EXHAUST FAN TL r TWISTLOCK UON UNLESS OTHERWISE NOTED U1 Q o OUTLET, JUNCTION OR PULL BOX WP WEATHERPROOF ----{�I DRIVEN GROUND UON LEGEND NOTES JUNCTION BOX WITH FLEXIBLE CONNECTION TO LIGHT FIXTURE ABOVE CEILING (1) LETTER INSIDE OR ADJACENT TO FIXTURE SYMBOL INDICATES TYPE, SEE CONDUIT CONCEALED IN CEILING SPACE OR WALL (4) FIXTURE SCHEDULE FOR MANUFACTURER, MOUNTING, QUANTITY AND TYPE OF LAMPS. / T'1 CONDUIT IN SLAB OR UNDERGROUND (4) (2) SEE SPECIFICATIONS FOR VOLTAGE AND AMPERE RATING. HOME RUN TO PANEL (4) (3) SUBSCRIPTS: / HOMERUN TO PANEL IN SLAB OR UNDERGROUND (4) D - INDICATES WIRED TO DEDICATED CIRCUIT -- --�.. CONDUIT EXPOSED ON WALL OR CEILINGS (4 ) # IG - INDICATES WIRED TO ISOLATED GROUND ALL CONDUCTORS TO BE SIZED AS NOTED, LP -- INDICATES WIRED TO DEDICATED CIRCUIT FOR LASER PRINTER PHASE, NEUTRAL; EQUIPMENT GROUND, 180LATED GROUND CONDUCTORS (4) PC - INDICATES WIRED TO PC CIRCUIT PANELBOARD 480Y/277V, TOP 84" AFF (4) ALL HASH MARKS INDICATES NUMBER OF CONDUCTORS, #12 UON. NO HASH PANELBOARD 208Y/120V OR 240V/12OV, TOP 84" AFF MARKS INDICATES 2 CONDUCTORS PLUS EQUIPMENT GROUND. CONDUIT SIZE IS 1/2" UON. Q Q Q REFER TO LIKE NUMBERED NOTES CONDUIT STUB LEGEND GENERAL NOTES (1) ALL MOUNTING HEIGHTS ARE TO CENTERLINE UON (2) ALL SYMBOLS MAY NOT BE USED F I X- SYM A C a H XT "URE SCHEDULE LAMPS BT37 M400/U (2) F032/741, (4) F032/7410 (1) 400W MH (2) 5.4W INC. LED BY MFR. MTG, CEILING SURFACE OR CHAIN HUNG SURFACE OR CHAIN HUNG SUSPEND FROM STRUCTURE COORDINATE MTG HEIGHT WITH OWNER PRIOR TO INSTALL WALL MOUNTED REMARKS CANOPY FIXTURE WITH WHITE FINISH STANDARD, 208V, -20 DEGREE F BALLAST, 2 LAMP 4' STRIP WITH ENERGY SAVING LAMPS AND ELECTRONIC BALLAST WITH LESS THAN 20% THD. 120V. 4 LAMP 8' VAPORTITE FIXTURE WITH FIBERGLASS HOUSING, WET LABEL, AND HIGH IMPACT CLEAR POLYCARBONATE LENS, ELECTRONIC BALLAST WITH LESS THAN 20% THD. 120V. OPEN INDUSTRIAL ALUMINUM HIGH BAY LIGHT FIXTURE. 120V, COMBINATION; TWIN HEAD EMERGENCY LIGHT, DAMP LOCATION (35 DEG. F) 90 MIN. BATTERY PACK. 120V, Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33665 Tel: 813-241-2525 Fax: 813-241-2424 Q 2003 ALL RIGHTS RESERVED SEF' 1 120.03 Matthew Otto PE# 58722 U i SINGLE/DOUBLE FACE EXIT SIGN, WHITE WITH RED a� to cui LETTERS, WET LOCATION (35 DEG. F) AND 90 MIN, CD FIXTURE �CN�DUL CD cd EMERGENCY BATTERY PACK. 120V. PROJECT NO. 36075 o DRAU.N 51': P9 CHECKED BY: MO/DAS DISTRIBUTION DATE FOR PERMIT SEPT, 10, 2003 W r�l V ('t Q aJ Z Q 7 W L[ a SHEET NUMBER ry0 h in 0 �' TOTAL OF 0 LL z 4 ---, W c T4-�1 U i n • a� to cui LEGEND AND CD FIXTURE �CN�DUL CD cd PROJECT NO. 36075 o DRAU.N 51': P9 CHECKED BY: MO/DAS DISTRIBUTION DATE FOR PERMIT SEPT, 10, 2003 W lf7 r. 0 aJ U O ai CHECKED SHEET NUMBER h in 0 �' TOTAL OF r Colwill Engineering Consulting Engineers, Inc. Engineering .Business No. 9021 ( I 4750 Eaat Adamo Drive Tampa, Florida 33005 { I Tal; 813-241-2525 Fax: 813-241-242.1 © 2003 ALL RIGHTS RESERVED r I SEP 1 1 Matthew Otto 1?E# 58722 ! l ( r3A, l i tri: i 1 ( LIA, I BAY 1 5 I ! _. I BFAY 11 I I'll; r.._` .� Ear! ( r r K� SAY 14 DAY 1: 5 ! ! f I I f m I I I I( n ' ! .� 4J C5 'XT tifi flf � lG//�/l!/rf'�1�Y1f111 --- t/1�f/11I IN01b --------------------------------- � i -� - - I 5 ` z o 3 a b { 3 �' a 3 �` b 3 I��� 7 W oc ! 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U _...__ ._.__ 75 CHECKED ry SHEEN` NUMBER TOTAL OF PANEL 'A' SURFACE MOUNTED, NEMA 1 120/208 VOLT, 3 PHASE, 4 WIRE 65,000 AIC (1) 225 A MCB PROVIDE WITH GROUND AND IG BARS CKT DESCRIPTION BREAKER VOLT KVA LOAD CODE CKT DESCRIPTION BREAKER VOLT KVA LOAD CODE TRIP PALE TRIP POLE 1 LIGHTING 20 1 120 0.9 1 2 LIGHTING 20 2 208 1.8 1 3 LIGHTING 20 1 120 0.6 1 4 r)/ 0 (1) AN INTEGRATED SERIES RATING WITH v� UPSTREAM DEVICE MAYBE ACCEPTABLE 5 RECEPTACLES 20 1 120 0.6 5 6 LIGHTING 20 2 208 1,8 1 7 HEATERS .20 1 120 0,7 7 8 — 9 RECEPTACLES 20 1 120 0.4 5 10 CONDENSER #1 100 3 208 31.5 7 11 RECEPTACLE 20 2 208 118 7 12 13 -- —'--- 14 15 RECEPTACLE 20 1 120 0.2 5 16 CONDENSER #2 100 3 208 31.5 7 17 SPACE 1 18 19 SPACE 1 20 21 SPACE 1 22 SPACE 1 23 SPACE 1 24 ,PACE 1 25 SPACE 1 26 SPACE 1 27 SPACE 1 28 SPACE 1 29 SPACE 1 30 SPACE 1 LOAD CODES CONNECTED DEMAND LOAD (KVA) FACTOR 1. LIGHTING 5 1.25 2. HEAT 0 1.00 3. AIR CONDITIONING 0 1100 4, MOTORS 0 25% OF LGST 5, RECEPTACLES 1 NEC 220-13 6, MISC, CONTINUOUS LOADS 0 1,25 7. MISC. NON- CONTINUOUS LOADS 66 1.00 8. KITCHEN EQUIPMENT (6 PIECES) 0 0.65 9. HOTEL ROOM LOADS 0 NEC 220-11 4) 0 72 NOTES r)/ 0 (1) AN INTEGRATED SERIES RATING WITH v� UPSTREAM DEVICE MAYBE ACCEPTABLE 0 IF UPSTREAM DEVICE IS NOT ALREADY c1d SERIES RATED MAIN < F-01 DEMAND LOAD 6,5 0.0 0,0 0.0 1,1 0,0 65.5. 0.0 0.0 ««t4« 73.1 0,0 LESS SMALLEST OF HEAT/AC ««««« 73,1 TOTAL DEMAND LOAD VOLTAGE = 208 PHASE m 3 203 AMPS i 12 LAB CQOLLR T 17A #20 rid r) ( r rX� 100' I --__zG'J _._ 600 400 f_ AMP AhJiP 'AM P AMID LN,aa MAI, MAIil a i};.�G / DISC. Disc I \CACI "NI MAIN ....- � 4J M.AI!d 1%, '-'�; - tv1F'! FI � ._._._ [)ISf,. off:;! . — _.__.._ .- ..__,._ - m6RE:AKF�R... Cf��AKtf' o flFf r E)IJCrE.LF(,r 11f.r ...... _...... .1 MI Il.fi h1f':fl;:f� M{AH'C IalLll f� Mi fl f7 ME fa NIL R Iii: R tvl't ':JZ P,1h .iZ +a.= (ki ETER) X:} nf) (^ .. �._ _.. OI`,xC, DISC, "DISC, DISC. E)I`3C. 11A CAN UI 1 , Llt of ,. DI a Jill , X, X X X X ,. o �......... .... . X X X X X X x X x TERM/BLOCK (1) 10 HP COMPRESSOR (208V) FACTORY 60 AMP & 30 AMP FUSE BLOCK IN OUTSIDE COMPRESSOR. TYP I Co HTR/E SCALE: NONE ,--6" SQ J/BOX NEMA 3R EVAPORATOR 7 #14 IN 1/2" C 4 #12 —c 1/2"C FAN HTR 30/3/NF 60/3/NF NEMA 313 (208V) NEMA 3R (208V) -3 #6 & 1 #10 IN 3/4"C NOTE: ELECTRICAL CONTRACTOR TO VERIFY WIRING CONFIGURATION WITH EACH CONDENSING UNIT PRIOR TO INSTALLATION, #'12 LAB COOLER r r. ..._,_ 100 200___. ERGO AMP AMP ! AMP 011 cT DIS W/ CAIN W/ MAIN] MISC. r ) (/ �" �) 400 AMP METER MAIN CAN .. DISCDISCME.f - r,1EIE.R DISC. ULSC, v EIREAKER l BR-�,KER ...... ..( ... FE.rcT r�uf:r i ........_...... _ _.. __. .., ._. _ ..__....._ . . _._...._ __ _. _... -- -- ----- -- ._. i � � r I _.- ____--� PNL „A„ MErER `_' .,,1 225A R MI:fF,It (�,11.III2 MI:.fE'.f� r , MCe E E ',S,S,Di,�(„ I?Lat„ _)(,�c�, .}L�(.. AG, # 12A �..._.� fI r–'% f. I A I r-- r-, r--% I r-" 1-- r i Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33605 Tel: 813-241-2525 Fax: 813-241-2424 © 2003 ALL RIGHTS RESERVED SEP 1' 1 2003 Matthew Otto, PE# 58722 N N LL O � Z 4) 0 O r)/ 0 v� 0 z c1d 0 < F-01 4--) cd CIS