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Home My WebLink About7337 Gall Blvd (2)I - GENERAL NOTES: 1. BUILDING DATA: DESIGN CODE(S) - OCCUPANCY CLASSIFICATION - CONSTRUCTION TYPE - WIND DESIGN SPEED - WIND IMPORTANCE FACTOR - WIND EXPOSURE / CATEGORY - WIND ENCLOSURE CLASSIFICATION - ROOF LIVE LOAD (TOP CHORD) - ROOF DEAD LOAD (TOP CHORD) - ROOF DEAD LOAD (BOTTOM CHORD) - TOTAL ROOF LOAD - FLOOR LIVE LOAD - FLOOR DEAD LOAD - 2007 FBC WITH 2O08/2009 SUPPLEMENTS 2005 NATIONAL ELECTRIC CODE 2007 FIRE PREVENTION CODE 2007 FLORIDA EXISTING BUILDING CODE B, BUSINESS III-8, SPRINKLED 125 M.P.H., 3 SECOND GUSTS 1.00 "B" / 2 ENCLOSED, t0.18 20 P.S.F. 20 P.S.F. 10 P.S.F. 50 P.S.F. 100 P.S.F. 10 P.S.F. 2 3 2 15 1 2 51 I 4 I 4 I I I I 15 5 1 1 1 WIND LOAD ZONES DIAGRAM WIND LOADS FOR COMPONENTS AND CLADDING (PSF) WIND LOADS HAVE BEEN CALCULATED IN ACCORDANCE WITH ASCE7-02. WIND VELOCITY OF 125 MPH, ROOF PITCH 0°-70 EXPOSURE B, ENCLOSED BUILDING. GCCP = 0.18, END ZONES SHALL BE 10% OF LEAST HORIZONTAL DIMENSION TRIBUTARY ROOF ZONE WALL ZONE AREA (FT=) 1 2 3 OH ZONE 2 OH ZONE 3 4 5 10 +11.4/-28.1 +11.4/-47.1 +11.4/-70.9 -44.7 -70.9 +28.1/-30.5 +28.1/-37.6 20 +10.2/-27.6 +10.2/-42.4 +10.2/-59.0 -43.6 -56.6 +26.9/-29.3 +26.9/-35.2 50 +9.5/-26.9 +9.5/-35.2 +9.5/-42.4 -42.8 -37.6 +25.2/-27.6 +25.2/-31.7 100 +9.0/-25.7 +9.0/-30.5 +9.0/-30.5 -42.3 -23.3 +23.8/-26.4 +23.8/-29.3 2. ALL CONSTRUCTION SHALL COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, WITH ALL APPLICABLE AMENDMENTS, ALL LOCAL JURISDICTION CODES AND ORDINANCES, AND GOOD CONSTRUCTION PRACTICES. 3. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL MAKE A SITE INSPECTION AND VERIFY ALL SITE CONDITIONS AND DIMENSIONS WITH THE CONSTRUCTION DOCUMENTS. IF ANY DISCREPANCIES AND/OR OMISSIONS ARE FOUND, THE ENGINEER OF RECORD IS TO BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH THE WORK. IF THE ENGINEER IS NOT NOTIFIED OF THE DISCREPANCY, THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY CONSTRUCTION ERRORS WHICH RESULT FROM THE DISCREPANCY AND/OR OMISSION. 4. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL REVIEW THE CONTRACT DOCUMENTS AND IF ANY PART APPEARS UNCLEAR, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION. 5. DO NOT SCALE DRAWINGS. IF ANY DIMENSIONS ARE UNCLEAR, OR CONFLICTING, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF SUB -CONTRACTORS AND THE APPROVAL OF SHOP DRAWINGS. 7. FIELD REVISIONS TO STRUCTURAL COMPONENTS SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, REVISIONS DUE TO MISLOCATION, MISFIT, OR ANY OTHER CONSTRUCTION ERRORS. 8. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED DURING CONSTRUCTION TO PREVENT DAMAGE FROM WIND, WATER, EARTH COMPRESSION, AND CONSTRUCTION LOADS UNTIL ALL SUPPORTING ELEMENTS ARE IN PLACE AND OF SUFFICIENT STRENGTH. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF SUB -CONTRACTORS AND THE APPROVAL OF SHOP DRAWINGS. DISCLAIMER NOTES: II - HANDICAPPED ACCESSIBILITY: ADA f ANSI f FL 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND BOTTOM OF APRON NO HIGHER THAN 27 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEEL CHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. 3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE ACCESSIBLE (IE. TOUCH LATCHES, U-SHAPED PULLS); SPACES SHALL BE WITHIN 15 INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9 INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES). 4. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR THE FRONT APPROACH OR 54 INCHES ABOVE THE FLOOR FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR, EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER. 6• DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (IE. LEVER -OPERATED, PUSH -TYPE, U-SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 INCH MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT. 8. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES TO 19 INCHES FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BE MOUNTED 33 INCHES TO 36 INCHES ABOVE THE FLOOR. SIDEWALL GRAB BARS SHALL BE MOUNTED WITH THE FAR END LOCATED A MAXIMUM OF 12 INCHES FROM THE WALL BEHIND THE WATER CLOSET. 9. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 10. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 11. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.5 INCHES MAXIMUM. 12. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. THE MAXIMUM WATER TEMPERATURE TO WATER OUTLETS SERVING HANDICAPPED FIXTURES SHALL NOT EXCEED 120 DEGREES F. 13. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (IE. LEVER - OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). 14. WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST ONE SHALL BE PROVIDED WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR. 15. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR. 16. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.5 INCHES IN DIAMETER WITH 1.5 INCHES CLEAR SPACE BETWEEN THE BAR AND THE WALL. 1. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO PROVIDE ALL WINDOW AND DOOR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION DETAILS. 2. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TYPE OF SOIL TREATMENT THAT SHALL BE USED FOR THE PREVENTION OF TERMITES. CUSTOM - PLASTIC LAV SHIELD 3. RODRIGUEZ DRAFTING AND DESIGN, INC., AND THE ARCHITECT SHALL NOT, NOR CAN BE HELD RESPONSIBLE FOR ANY WORK THAT HAS BEEN COMPLETED IN THE FIELD OTHER THAN WHAT IS ON THESE PLANS. THE CONTRACTOR AND/OR OWNER SHALL BE LIABLE FOR ANY PENALTIES OR FEES RESULTING FROM ANY WORK NOT INCLUDED IN THESE DOCUMENTS. 1'-3" 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/OWNER TO PROVIDE FINAL ENGINEERED TRUSS PLANS TO THE MIN. ENGINEER BEFORE BEGINNING ANY FOUNDATION WORK. SCALE : 1 /4" = 1'-0" -20"x 36" MIRROR FLAT ON WALL -WALL SHELF P.TOWEL DISP.ON SIDEWALL, LOCATE 3' CLEAR MIN. FROM LAV. 1 I (V 1'-6" MIN. DR9WING INDEX: C-1 A-1 A-2 A-3 CONTRACTOR TO FIELD VERIFY H/C BATHROOM MEETS REQUIREMENTS GENERAL NOTES, DRAWING INDEX, DETAILS AND LOCATION MAP EXISTING AND FLOOR NEW PLANS, NOTES, SCHEDULES AND DETAILS ELECTRICAL AND OCC. LOAD/LIFE SAFETY PLANS, SECTION, SCHEDULES AND REFLECTED CEILING/LIGHTING AND MECHANICAL PLANS AND LEGENDS 'EM. NAPKIN )ISPOSAL BOX, NOMEN'S ROOM )NLY 4" C. TILE COVE BASE GALL BOULEVARD LOCATION MAP NOTES G� �w LU u..w w0v) w � 5 tr U a. 3 57 okfj �10) -/ s-zA �- �� 0401 Etw 'ayes so rl e (� �p e,,, /1 ec ka RUSSELL RODRIGUEZ 9 South Pegasus Ave. Clearwater, Florida 33765 Tel: (727) 492-1468 WMT.IM W C MY AnUM NO N.'wl MM 'M 110M ALL OITAU ANO MIM I MMiOMM YW ON "K ORAMIMIQi,00Ni AM[ MiM�ON1MU M Ytihi ALL 094MM° YKTMoAU10 O[MIMN. M10., N MAM1 roM ANY O n°�ic o ~� io j�i6w�w°n� Lg6l 30N/S S d� yW � CO u e ft W K M 3e ; cD SUCCESSF��' AWN BY RCR REVISION DATE 02 13 12 SCALE AS NOTED JOB NO. 2K12009 SHEET .00 OF 4 SHEETS FASTEN BOTTOM TRACK TO — EXISTING SLAB WITH 1/4"0 x6" LONG TAPCON SCREWS WITH 3"Ox1/8" THK WASHERS AT 1'-6" O.C. MAX. 26 GA. MIN. METAL ROOF 6" METAL ROOF JOISTS AT - 2'-0" O.C. (2) BUILDEX 10-16x1" TEKS PANHEAD SCREWS WITH #3 DRILL POINT FROM EACH JOIST FLANGE INTO TRACK ALUMINUM DRIP---I"- EDGE 8" METAL TRACK SUB -FASCIA ALUMINUM FASCIA PERFORATED ALUMINUM SOFFIT 1 /2" PLYWOOD SHEATHING - SEE LUMBER NOTES FOR FASTENING 7/8" 3 COAT CEMENT PLASTER FINISH IN ACCORDANCE WITH ASTM C926. SEAL AND PAINT. SEE BOTTOM TRACK FASTEN DETAIL EXISTING FOUNDATION 8'-0» _77777 - MI V CONTRACTOR TO ROOM FIELD VERIFY EXISTING MINIMUM 8'-0" CLG. 12" DEEP x 12" i WIDE FOUNDATION NEW 3060 METAL -- DOOR % +26.9 PSF -35.2 PSF NEW Z COMPRESSORS 'v X STORAGE 18 GA. 3-5/8" METAL STUD 10'-0" CLG. (2) BUILDEX 10-16x1" TEKS -� PANHEAD SCREWS WITH #3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE 18 GA. 3-5/8" METAL TRACK STUD TO BOTTOM TRACK FASTENING P2 DETAIL A-1 SCALE : 3" = V-0" FASTENING TO TOP TRACK SIMILAR (2) BUILDEX 10-16x1" TEKS PANHEAD SCREWS WITH #3 DRILL POINT FROM EACH JOIST FLANGE INTO 6" METAL BOX BEAM 12 2 MIN, FASTEN BOX BEAM WITH BUILDEX --� 1,0» 10-16x1" TEKS PANHEAD SCREWS WITH 13 DRILL POINT AT 6" O.C. FASTEN BOX BEAM TO MASONRY WITH 1/4"Ox6" LONG TAPCON SCREW WITH 3"00/8" THK WASHER AT V-6" O.C. (2) BUILDEX 10-160" TEKS PANHEAD SCREWS WITH #3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE 3-5/8" METAL TRACK EXISTING MASONRY WALL 3-5/8" METAL STUDS AT 1'-4" O.C. SEAL EXISTING CONCRETE SLAB 'i: N-E'j�' VI'ALL SECTION A-t) SCALE : 3/4" = it-019 A i EXISTING STORAGE AREA 10'-0" CLG. NEW CIGARETTE MACHINES AREAS EXISTING UNIT 2,033 S.F. NEW SPACE 98 S.F. TOTAL AREA 2,131 S.F. i e h /_C/ �, -- EXISTING -BATH , l 10 -0 CLG. EXISTING EXISTINGHI-LOWHI-LOW DRINKING FOUNTAIN EXISTING LD z 7C w BATH 10'-0" CLG. (� c� STORAGE 10'-0" CLG. !AUUTOU I V -V ULU. NOTE: ALL INTERIOR WALLS AND CEILINGS TO HAVE A MINIMUM CLASS C FINISH IN ACCORDANCE WITH ASTM E 84 RETAIL AREA 10'-0" CLG. m1m FLOOR PLAN SCALE : 1 /4" = 1'-0" 8,.10° WALL LEGEND, EXISTING WALL IOR EA10 1 11N O F LU U 1� F LH1v SCALE : 1 /4" = 1'-0" RUSSELL RODRIGUEZ 9 South Pegasus Ave. Clearwater, Florida 33765 Tel: (727) 492--1468 " MIC m ALL WAS Alp MUM .1b61 30Nis S� Jed oti �O o H wr D N ti W > C d oc" ^ P ��■AWN BY RCR REVISION DATE 02 13 12 SCALE AS NOTED JOB NO. 2K12009 SHEET OF t;.. SHEETS ELECTRICAL NOTES 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLES 250.56 AND 250.58 OF THE NATIONAL ELECTRICAL CODE (NEC), CURRENT EDITION. 2. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 3. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS TFE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 4. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC. 5. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED AND INSTALLED BY OTHERS. 6. BUILDING PIPING SYSTEMS SHALL BE BONDED IN ACCORDANCE WITH ARTICLE 250.104 OF THE NATIONAL ELECTRICAL CODE (NEC), CURRENT EDITION. 7. FIRE ALARM SYSTEM SHALL BE WIRED TO MECHANICAL SYSTEM WITH AUTOMATIC SHUTDOWN. 8• ALL WIRING SHALL BE COPPER WITH THWN / THHN INSULATION INSTALLED IN APPROVED RACEWAYS. 9. CONTRACTOR TO CONNECT ALL FIXTURES AND APPLIANCES. 10. CONTRACTOR TO HAVE VALID FLORIDA LICENSE TO DO ELECTRICAL WORK. 11. ALL ELECTRICAL TO BE ABOVE FLOOD ELEVATION. 12. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO AVOID CONFLICTS. 13. ELECTRICAL CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ORDINANCES. 14. UPON COMPLETION OF WORK, ELECTRICAL CONTRACTOR SHALL PROVIDE TO THE OWNER CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION. 15.ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. 16. USE FLEXIBLE CONDUIT FOR SHORT FINAL CONNECTIONS TO VIBRATING EQUIPMENT SUCH AS MOTORS AND TRANSFORMERS. LIQUID -TIGHT FLEXIBLE CONDUIT SHALL BE USED IN DAMP AND WET LOCATIONS. 17• CONDUITS INSTALLED IN CONCRETE SLABS SHALL NOT BE LARGER THAN 1/3 OF THE SLAB THICKNESS. 18. PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH ARTICLE 300 OF THE N.E.C. 19. PROVIDE EXPANSION FITTINGS IN CONDUIT RUNS THAT CROSS STRUCTURAL EXPANSION JOINTS. 20. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL PENETRATIONS THROUGH FIRE RATED FLOORS AND WALLS AS REQUIRED BY ARTICLE 300-21 OF THE N.E.C. 21. ALL PANELS SHALL HAVE TYPWRITTEN CIRCUIT DIRECTORIES MOUNTED ON THE INSIDE OF THE PANEL DOOR. 22. PANELS SHALL BE SUITABLE FOR THE SERVICE RATING AND THE A.I.C. RATING INDICATED ON THE PANEL SCHEDULES. 23. ALL BREAKERS SHALL BE FULL SPACE, INDIVIDUAL FRAME TYPE. PIGGYBACK OR TANDEM BREAKERS SHALL NOT BE ALLOWED. LIFE SAFETY LEGEND LIGHTED EXIT SIGN WITH EXIT EMERGENCY LIGHT FE FIRE EXTINGUISHER WHERE SHOWN SEMI —RECESSED WHITE CABINET WITH BUBBLE PLEX. FRONT, 5 LB ABC EXTINGUISHER. MT. WITH PULL HANDLE MAX. 42" ABOVE FLOOR ELECTRICAL LEGEND 8 DUPLEX OUTLET 240V. OUTLET GFI GROUND FAULT INTERRUPT OUTLET ® ELECTRICAL PANEL OCCUPANCY LOAD AND PLUMBING COUNT DATA: UNIT 181 & 82: NEW 240V.— RECEPTACLES ON TIMERS NEW COMPRESSORS NEW 60 AMP SUB —PANEL B 16 WIRE 1 /0, 220V. \— CONTRACTOR TO INSTALL COMPRESSED AIR LINES TO NEW MACHINES NEW EXHAUST WALL FAN EXISTING 225 AMP MAIN PANEL 120/240V., 10 GFI IT 0 OCCUPANCY - B, BUSINESS AREA - 2,131 S.F. OCCUPANT LOAD - 1/100 S.F. GROSS = 22 PLUMBING FIXTURES WATER CLOSETS - 1 /25 OCC. = 1 REQ'D - LAVATORIES - 1 /40 OCC. = 1 REQ'D� DRINKING FOUNTAINS - 1 /100 OCC. = 1 REQ'D NOTE: ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED CIRCUIT DIAGRAMS, PANEL CALCULATIONS, ETC. ELECTRICAL PLAN FE) I I EXIT % MAXIMUM TRAVEL DISTAN!"E ' TO EXIT = 74'-0" OCCUPAN . LOAD/'LIF'E SAFE91"Y PLAN RUSSELL R001RIGUEZ 9 South Pegasus Me. Clearwater, Florida 33765 Tel: (727) 492--1468 To N CWK ALL ORTAU MO MtLRIMM OLIOIM"Im am Tm ORNAVOKA0M AK MZ!/A MW MR VMM ALL r v 0 III M Wow fm ANY OR TO TW LaMMDWA�O°NIm ieNTf Or AW1 4661 33N/g S r r� y W T a a t� " < M Z 77A .19 0 A. 5 SUCCESSI�'�\' O0-4 � A > 0 W � A � O � F-4 P W E. 4 rn Lo M (�� ;. PL1 Vn L\I z i DRAWN BY i RCR REVISION DATE 02 13 12 SCALE AS NOTED JOB NO. 2K 12009 SHEET A 2 OF � SHEETS I LIGHTING LEGEND SINGLE SWITCH (9 SPRINKLER HEAD EXHAUST FAN WITH LIGHT RECESSED INCANDESCENT LIGHT Y INCANDESCENT LIGHT 2x4 FLOURESCENT LIGHT MECHANICAL LEGEND LEE PROVIDE REQUIRED MECHANICAL CALCULATIONS, ENERGY FORMS, ETC. NOTE: ALL EXISTING LIGHTING TO REMAIN Eht'LhUTh1J Uh1L11NU/L1U1-1T1AU PLAN RUSSELL RODRIGUEZ 9 South Pegasus Ave. Clearwater, Florida 33765 Tel: (727) 492-1468 Era [VON ATTpMT NO O MW ALL OQAILi Alp /tItTNOIIf NI QIINom FM vow"* ALL OQAU NO WMATONaN It ONA VAK Oom"mo�INIsT ROOOI = O0"m AND' INwNllNlo` FWAW �p" �g61 30N/S S� J� b� 4 W > M e ^ 4�t SUCCESSF�� AWN BY RCR REVISION DATE 02 13 12 SCALE AS NOTED JOB NO. 2K12009 SHEET A c======= 3 _A 4 SHEETS