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HomeMy WebLinkAbout40119 CR 54vicwiTY MAP AREA OF WORK Interior Alterations for: 40119 County Road 54 Zephyrh SCOPE OF WORK - Florida 33540 THE SCOPE OF WORK INCLUDED IS LIMITED TO INTERIOR ALTERATIONS IN CERTAIN ROOMS SHOWN ON THE PLANS. THIS WORK WILL INCLUDE DEMOLITION OF CERTAIN INTERIOR PARTITIONS) NEW INTERIOR WALL CONSTRUCTION, AND NEW FINISHES INCLUDING FLOORING) PAINT AND CEILING. THE WORK WILL ALSO INCLUDE TWO NEW SHOWERS AND A NEW ACCESSIBLE WHEEL CHAIR LIFT. NO OTHER WORK IS INCLUDED IN THE SCOPE OF THIS PROJECT, PARCEL Dn06-26-22-0000-01500-0020 T-,)kK SMALL COMPLY WITH PREVAILING . :�iDES FLORIDA BUILDING CODE, ,ATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES ALL WORK SHALL COMPLY WITH NFFA CODES AMC) STANDARDS REVIEW DATE ' v4-4 CITY OF ZEPHYR LLS EXAMINER :ICE AND LIFE SAFETY ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES INDEXI; �. A A-0.00 COVER SHEET A-0.10 SITE PLAN BUILDING A-1.00 LIFE SAFETY PLAN A-1.0 DEMOLITION PLAN A-1.20 DEMOLITION RCP A-1.30 FLOOR PLAN A-1.40 REFLECTED CEILING PLAN A-1.50 MILLWORK A-1.60 DOOR AND FINISH SCHEDULE AND NOTES BUILDING 2 A-2.00 LEE SAFETY PLAN A-2.10 DEMOLITION PLAN A-2.20 DEMOLITION RCP A-2.30 FLOOR PLAN A-2.40 REFLECTED CEILING PLAN A-2.50 ENLARGED PLANS AND SECTIONS A-2.60 MILLWORK E WALL SECTIONS A-2.70 DOOR AND FINISH SCHEDULE AND NOTES PI.00 BUILDING ul PLUMBING P1.01 BUILDING u2 PLUMBING MI.00 BUILDING uI HVAC MI.01 BUILDING U2 HVAC M2.00 HVAC NOTES AND SCHEDULES M3.00 HVAC DETAILS EI.00 BUILDING uI POWER DATA E1.01 BUILDING :a2 POWER DATA E2.00 BUILDING :UI LIGHTING E2.01 BUILDING ':�2 LIGHTING E3.00 NOTES, LEGEND, AND LIGHT SCHEDULE E3.01 RISERS AND PANEL SCHEDULES E3.02 RISERS AND PANEL SCHEDULES FARMER 3 Lic e ,. 00 941 Lakc-'! Baldwin Lame t 321.4413320 JUL 3 12020 Daniel H. Farmer - A I- 7 5 U :D 0 O 0� JL0 0 M c`7 U) OLn '�T Q Q ^ I..L < ry 0 LU 11� 0� Ili Q HU) Z-j LD D-j w H Q � a z J �N V A p'A A..S �- DATE: 7 ' h`f4�0 PROJECT: 20027 DRAWN: EFP CHECKED: DHF AO-00 COVER CL I --T- T-1 E31JLDING 2 AREA CF WCRK, B(ISTING GENB2AL INDUSTRIAL OCCUPANCY BUILDING I AREA OF WORK. EXISTING BUSINESS OCCLPANCY j., rpm ......... ..... I, > j . ... .. ....... A 61TE PLAN SCALE: 1/64" = 1'-0" 1 -0- MA"Ok I A Mk*l A R C H 1 1- UIR L" D,-:,el H. Farmer, AAA, # AR1,0750 9�,' ._ake Bair win Lane ()rl-, ndoi FL, 32814 t 321A41.3320 JUL 3 ix AR110750 c:) lq- Lo 0 CYY) ) C z O 'IT Lb < 0 F_ 0 < < 00 cr_ w 0� LL NORTH < Q z u/ D o 0 w < a. I-__ z C) N,,qr REVISIONS DATE- 07/31/20 PROJECT- 20027 DRAWN: EFP CHECKED- DHF A0010■ SITE PLAN CL LIFE 5AFETY PLAN LIFE 6AFETY LEGEND SCALE: 3/32" = 1'-0" WALL MOUNTED EMERGENCY LIGHT FIXTURE Aw& WITH TWO (2) LAMPS AND BATTERY BACK-UP WIRED INTO BUILDING EMERGENCY SYSTEM. ILLUMINATED EXIT LIGHT FIXTURE. SHADED CH QUARTER(S) DENOTE ILLUMINATED FACE(S). =? EXISTING SEMI RECESSED FIRE EXTINGUISHER. FE REFER TO FLOOR PLAN UNREFERENCED NOTES. RECESSED CAN EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP E2X2 LAY -IN EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP 2X4 LAY -IN EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP NOTE: REFER TO AREA OF WORK. ALL OTHER LIFE SAFETY ITEMS EXISTING TO REMAIN. GENERAL INFORMATION JUIZ16DICTION: CITY OF ZEP14YIZ141LLS APPLICA15LE CODES BLDG= FLORIDA BLDG CODE 6TH EDITION EDITION 2017 ADA. FLORIDA ACCESSIBILITY CODE 6TH EDITION 2017 ENERGY: FLORIDA ENERGY CONSERVATION CODE 6TH ED. 2017 EXIST. FLORIDA EXIST BUILDING CODE 6TH ED. 2017 BLDG MECH: LEVEL OF ALT: LEVEL 2 FLORIDA MECHANICAL CODE 6TH EDITION 2017 PLUMB: FLORIDA PLUMBING CODE 6TH EDITION 2017 ELECT. NATIONAL ELECTRIC CODE 2014 FIRE: FLORIDA FIRE PREVENTION CODE 6TH ED. 2017 LIFE NFPA I AND NFPA 101 FLA EDITION 2015 SAFETY 15UILDING CONSTRUCTION SPRINKLERED OR NON-SPRINKLERED: SPRINKLERED NUMBER OF STORIES: I CONSTRUCTION TYPE- 2-13 TENANT OCCUPANCY CLA661FICATION EXISTING OCCUPANCY(S) / GROUP CLASS.: BUSINESS - GROUP B PROPOSED OCCUPANCY(S) / GROUP CLASS.: BUSINESS - GROUP B SEPARATION OF OCCUPANCIES TENANT SEPARATION: N/A MULTIPLE OCCUPANCY SEPARATION: N/A TENANT AREA TOTAL TENANT AREA: 25J15 S.F. OCCUPANT LOAD CALCULATIONS FUNCTION OF SPACE ASSEMBLY UNCONCENTRATED (INCL. CONF RMS, RECPT AREAS, BREAK AREAS) BUSINESS AREAS SQ FT FACTOR OCCUPANTS 1,483 1/15 23,632 1/100 TOTAL 1 25,115 LIFE 6AFETY SUMMARY ITEM REQUIRED PROVIDED NUMBER OF EXITS 2 6 EXIT DOORS 2 8 EGRESS WIDTH 67.2" (.2"/OCC) 272" STAIR WIDTH 44" MIN. N/A COMMON PATH 100' SEE PLANS TRAVEL DISTANCE 300' SEE PLANS MIN COR/AISLE WIDTH: 44" 44" MIN. DEAD END CORRIDOR 50' N/A PLUMDING FIXTURES 237 336 PRE-ALT. QTY. DEMO'D: NEW TOTAL WATER CLOSETS, LAVATORIES/SINKS DRINKING FOUNTAINS: SERVICE SINKS: FLOOR DRAINS: OTHER: TOTAL.: 14 0 0 14 13 1 1 13 I 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 28 FARMER ARCHITECTURE art H. f ar r'ne°r, A.I. : 91tl Lake Baldwiri Lane Orlando, FL 32814 Jail '31 2 Dja e H, 1=armer- AID_f. 70r CONSULTANT: O L(') .. O m U) z O ItM � Q 0 P Q < 00 0 W LL J 07 Q Q Z J_ 10� = 0= 0 v � W < ~ z o W ,:T N REVISIONS I DEMOLITION FLOOR PLAN SCALE: 1/8" = 1'-0" DEMOLITION PLAN LEGEND EXISTING PARTITION OR CONSTRUCTION TO REMAIN EXISTING PARTITION OR CONSTRUCTION TO BE REMOVED DEMOLITION PLAN GENERAL NOTES SALVAGE DOORS FOR REUSE AND REINSTALLATION. 2. FLOOR FINISH TO BE REMOVED TO EXTENT SHOWN ON PLAN. PATCH AND REPAIR TO PREPARE FOR NEW FLOOR FINISH. DEMOLITION PLAN REFERENCED NOTES it EXISTING WINDOW TO BE REMOVED. INFILL OPENING WITH CONSTRUCTION TO MATCH EXISTING. �2 REMOVE FORMER PARTITION DRYWALL ❑3 EXISTING DOOR TO BE REMOVED. INFILL OPENING WITH CONSTRUCTION TO MATCH EXISTING. ® EXISTING MILLWORK TO BE REMOVED. SALVAGE PLUMBING FIXTURES FOR REUSE AND REINSTALLATION. DEMOLITION PLAN UNREFERENCED NOTES I. IN ALL AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN THE FLOOR, THE GENERAL CONTRACTOR SHALL PATCH TO LEVEL THE FLOOR TO RECEIVE NEW FLOOR FINISHES. PATCH SMOOTHLY. 2. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT PROPERTY OF THE BUILDING OWNER, INCLUDING BUT NOT LIMITED TO: WINDOWS, FLOOR AND CEILING TILE, TOILETS, DOORS. FRAMES, ELECTRICAL EQUIPMENT AND HVAC EQUIPMENT. 3. THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE AREA OF WORK AS REQUIRED. 4. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS INDICATED ON DRAWINGS. 5. COORDINATE WITH OTHER DRAWINGS FOR INFORMATION CONCERNING WORK TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS. 6. SINCE IT IS IMPOSSIBLE TO INDICATE ON DRAWINGS ALL THE EXISTING WORK THAT IS TO BE REMOVED BY DOTTED LINES AND NOTES, THE CONTRACTOR IS ADVISED TO BECOME ACQUAINTED WITH THE ACTUAL CONDITIONS AT LOCATIONS WHERE ALTERATIONS OCCUR AT THE EXISTING BUILDING. THE DRAWINGS AND NOTES COVER WORK THAT IS REQUIRED, IT IS THEREFORE ASSUMED THAT WHEN NEW WORK IS INDICATED, THAT ALL SUCH EXISTING WORK SHALL BE REMOVED, UNLESS NOTED AS EXISTING TO REMAIN. VERIFY ALL SUCH CONDITIONS AT JOB SITE. 7. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION OF THE WORK INDICATED BY THE DRAWINGS. 8. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR STORED PER BUILDING MANAGEMENT DIRECTION. 9. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROVIDE THE NECESSARY PROTECTION AND LIFE SAFETY AS REQUIRED BY LOCAL, STATE AND FEDERAL AGENCIES HAVING JURISDICTION DURING THE DEMOLITION AND NEW CONSTRUCTION. PROTECTION SHALL INCLUDE SNORING, TEMPORARY NAND is GUARD RAILINGS, TRENCH BRIDGING, HARD HATS, PROPER CLOTHING, ETC. 10. THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION (NOT BEING REUSED) INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ALL OTHER ELECTRICAL/ TELEPHONE EQUIPMENT NOT BEING REUSED. 11. THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISHED SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/ TELEPHONE ITEMS AND ALL OTHER PROJECTED ITEMS WHICH ARE BEING ABANDONED. 12. UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL AREAS ARE LEFT "BROOM CLEAN". FARMER ARCHITECTURE Daniel H. Farmer, AJ.A. License # AR10750 1. Lake Baldwin Lees Orlando, FL 328,14, J L0 O cy) z O Lo O H 0. Q — 0 Q O1 LLI � LL j < z —i Q O = O J = O U� W T— � ~ z p t W N F' REVISIONS DATE: 07/31 /20 PROJECT: 20027 DRAWN: EFP CHECKED: DHF v1Y{IV.11lYIYY �1.11L1�dU DEMOLITION REFLECTED GEILIN(� PLAN SCALE: 1/8" = 1'-0" DEMOLITION REFLECTED CEILING PLAN UNREFERENCED NOTES I. ALL GYPSUM BOARD CEILINGS AND SOFFITS ARE TO BE TAPED, BEDDED AND SANDED TO RECEIVE TENANT FINISH. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. INFORM ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 3. ALL DIMENSIONS ARE FROM FACE OF FINISH / GYP. BOARD FINISH TO FACE OF FINISH / GYP. BOARD FINISH AND / OR FROM FINISHED FLOOR TO FACE OF FINISH / GYP. BOARD -CEILING FINISH UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED AREAS OF EXISTING GYP. BD. CEILINGS. 5. EXISTING LIGHTING SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 6. THE REFLECTED CEILING PLAN IS INTENDED TO SNOW THE EXTENT OF CEILING MATERIALS, SUCH AS LAY -IN TILE OR GYPSUM BOARD, AND THE LOCATION OF SPECIFIED LIGHT FIXTURES ONLY. REFERENCE MECHANICAL AND ELECTRICAL ENGINEERING CONSTRUCTION DOCUMENTS FOR ALL OTHER REQUIREMENTS. __INN11101107ARE____ A OF DEMOLITION REFLECTED CEILING PLAN GENERAL DEMOLITION REFLECTED CEILING PLAN LEGEND NOTES 7. ALL MATERIALS LOCATED ABOVE THE CEILING GRID TO .... ....... _ ............. 1 EXISTING 2X4 ACOUSTICAL LAY -IN CEILING I. ALL EXISTING LIGHTS TO BE REMOVED AND REPLACED BE NON-COMBUSTIBLE. NO LOOSE OR UNFACED INSULATION TILE AND GRID TO REMAIN WITHIN AREA OF WORK. IN THE RETURN AIR PLENUM. --------.....__..--�--- 2. EXISTING 2X4 CEILING GRID TO REMAIN UNLESS NOTED 8. LOW VOLTAGE WIRING ABOVE THE CEILING SHALL BE EXISTING EXIT LIGHT FIXTURE TO REMAIN OTHERWISE. INDEPENDENTLY SUPPORTED FROM STRUCTURE. 9. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE DEMOLITION REFLECTED CEILING PLAN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF EXISTING WALL MOUNTED EMERGENCY LIGHT FIXTURE TO REMAIN REFERENCED NOTES ASTM C 635 AND ASTM C 636. HANGER CEILING WIRES TO BE 12 GA MIN. AT 4'-0" O.C. MAX. ATTACH HILTI XCW U22 (OR EQUAL) W/ CEILING WIRE J — — EXISTING 2X4 ACOUSTICAL LAY -IN CEILING ❑1 EXISTING CEILING GRID TO BE REMOVED TO UNDERSIDE OF ROOF DECK. ATTACH WALL ANGLE MOLDING TO GYP. BOARD WALL WITH — — _T_ TILE AND GRID TO BE REMOVED �2 EXISTING HEADER TO BE REMOVED I-I/4" SCREW AT 16" O.C. MAX. — 3❑ EXISTING SOFFIT DETAIL IN ENTRY TO REMAIN 10. ALL LIGHTS SHALL BE SUPPORTED WITH U12 GA WIRE EXISTING 2x4 LAY -IN LIGHT FIXTURES TO FROM BUILDING STRUCTURE AND NOT FROM CEILING GRID c BE REMOVED ® EXISTING COVE LIGHTING IN SOFFIT TO BE REMOVED OR OTHER NON-STRUCTURAL ITEMS. SECURE A MINIMUM OF 2 CORNERS (OPPOSITES) TO STRUCTURE ABOVE WITH EXISTING RECESSED CAN LIGHT FIXTURES CHAIN OR WIRE AND FASTEN TO CEILING GRID PER NEC �� TO BE REMOVED 410.36. — — EXISTING COVE LIGHTING TO BE REMOVED FARMER ARCHITECTURE License # 1AR107S0 941 Lake Baldwin Lane Orlando, FL 32814 t 321A413320 CONSULTANT: 0 LO 7M_1�4; 0 Lo 0 0 FZ � O 0 Lu ct LLL J f__ z U) _j Q 0 = 0= J 0 U � w Q r� z J CD t N jr REVISIONS r� FLOOR PLAN �j xdnx SCALE: 1/8" = 1'-0" FLOOR PLAN UNREFERENGED NOTES I. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT INTERIOR DESIGNER/ARCHITECT TO CONFIRM ALL DISCREPANCIES. 2. ALL INTERIOR DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH (FOF) UNLESS OTHERWISE NOTED AS FACE OF STUD (FOS) OR FACE OF MASONRY (FOM). 3. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS AND SHALL BE IN CONFORMANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. 4. ALL NEW DRYWALL PARTITIONS ARE TO BE TAPED, BEDDED, AND SANDED TO RECEIVE FINISH AS PER FINISH SCHEDULE AND/OR FINISH PLAN. THE GENERAL CONTRACTOR SHALL COORDINATE THE MINIMUM LEVEL OF DRYWALL FINISH WITH THE SPECIFIED FINISH MATERIAL MANUFACTURER'S RECOMMENDED LEVEL OF FINISH PRIOR TO INSTALLATION. 5. PROVIDE FIRE EXTINGUISHER(S) HAVING A MINIMUM RATING OF 2-A, 10-BC FOR EVERY 3,000 SO FT. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL BE MOUNTED AT 48" ABOVE FINISHED FLOOR AND IN NO CASE SHALL BE MORE THAN 5 FEET ABOVE THE FLOOR. THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. INSTALL IN ACCORDANCE WITH CLASSIFICATION, RATING AND DISTRIBUTION REQUIREMENTS OF NFPA 10. 6. GC SHALL VISIT THE SITE PRIOR TO COMMENCING WORK. VERIFY AND DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL JOB CONDITIONS PRIOR TO PROCEEDING WITH THE JOB. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE ACCURACY OF FIELD MEASUREMENTS AND CONDITIONS AND SHALL BE RESPONSIBLE FOR THE PROPER ADAPTATION OF THEIR WORK TO ANY EXISTING WORK OR PREVIOUSLY INSTALLED WORK OF OTHER TRADES. WRITTEN APPROVAL MUST BE OBTAINED FROM THE ARCHITECT PRIOR TO MAKING ANY FIELD CHANGES. ANY COSTS ASSOCIATED WITH FIELD CHANGES OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS MADE WITHOUT PRIOR APPROVAL FROM THE ARCHITECT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 7. ANY EXISTING CONCEALED BUILDING STRUCTURAL CONDITIONS NOT INDICATED IN BASE BUILDING ARCHITECTURAL PLANS OR UNCOVERED DURING DEMOLITION WHICH MAY REQUIRE DESIGN REWORK AND A CHANGE IN CONSTRUCTION SHALL HOLD THE AUTHOR OF THESE DOCUMENTS HARMLESS FROM ANY CLAIM, LIABILITY OR COSTS ASSOCIATED WITH THE HIDDEN CONDITION. THE CLIENT SHALL UNDERSTAND THAT CERTAIN PROFESSIONAL DESIGN INDUSTRY ASSUMPTIONS SHALL BE MADE REGARDING THE EXISTING CONDITIONS AND SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPANDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING. 8. THE SPACE SHALL BE THOROUGHLY CLEANED, INCLUDING WINDOWS AND BLINDS, BEFORE TURN OVER TO THE TENANT. CONTRACTOR SHALL PROVIDE A TRASH DUMPSTER FOR TRASH REMOVAL. TRASH REMOVAL FROM THE SITE SHALL OCCUR BEFORE THE END OF EACH WORKDAY. IF APPLICABLE, THE BUILDINGS JANITOR SINK MAY BE USED AS WATER SOURCE, BUT MUST BE KEPT CLEAN. IF APPLICABLE, BUILDING FREIGHT ELEVATOR MAY BE USED, BUT MUST BE KEPT CLEAN. 9. ALL WORK SHALL BE FREE OF DEFECTS, FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. ALL SUCH DEFECTS SHALL BE CORRECTED BY THE CONTRACTORS(S) AT NO EXPENSE TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING CONDITIONS FROM DAMAGE DURING CONSTRUCTION. II. GENERAL CONTRACTOR TO FURR OUT ALL COLUMNS - "FURR TIGHT". IF ELECTRICAL IS REQUIRED AT COLUMNS, GC TO FURR TO ACCEPT ELECTRICAL. 12. FIRE RETARDANT LUMBER SHALL BE USED IN WALLS WHERE WOOD IS REQUIRED , INCLUDING BLOCKING FOR WORK SURFACES, SHELVING, BRACKETS, DISPLAYS, AND/OR EQUIPMENT WHICH WILL BE MOUNTED OR ATTACHED TO FACE OF WALL. FLOOR PLAN LEGEND EXISTING PARTITION OR CONSTRUCTION TO REMAIN NEW PARTITION OR CONSTRUCTION FLOOR PLAN GENERAL NOTES I. ALL EXISTING INTERIOR DOORS TO RECEIVE NEW FINISH WITHIN AREA OF WORK. REFER TO FINISH PLAN. 2. NEW FLOOR FINISH THROUGHOUT ENTIRE SPACE WITHIN AREA OF WORK. REFER TO FINISH PLAN. FLOOR PLAN KEY NOTES ❑1 INFILL OPENING WITH CONSTRUCTION TO MATCH EXISTING 2❑ PATCH AND REPAIR DRYWALL TO MATCH EXISTING I FAFAA1 A Oki OTA I : I ki ARCH 1 T T U RE Daniel H, Farmer' AJ,k License R1075" Lake Baldwiri !.-ane Orlando, FL 32814 , 44 . 0 7ju �,- 3 .4, '9 0 i z O LLJ J Q O_ E Lu z Q Q J LO Q Q O z O U d� O 't 0 Nt LO 00 C'M Q 0 H U) J_ w N REFLECTED GEILINC� PLAN SCALE: 1/8" = 1'-0" REFLECTED CEILIN4 PLAN LINREFERENCED NOTES I. ALL GYPSUM BOARD CEILINGS AND SOFFITS ARE TO BE TAPED, BEDDED AND SANDED TO RECEIVE TENANT FINISH. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. INFORM ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 3. ALL DIMENSIONS ARE FROM FACE OF FINISH / GYP. BOARD FINISH TO FACE OF FINISH / GYP. BOARD FINISH AND / OR FROM FINISHED FLOOR TO FACE OF FINISH / GYP. BOARD -CEILING FINISH UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED AREAS OF EXISTING GYP. BD. CEILINGS. 5. EXISTING LIGHTING SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 6. THE REFLECTED CEILING PLAN IS INTENDED TO SHOW THE EXTENT OF CEILING MATERIALS, SUCH AS LAY -IN TILE OR GYPSUM BOARD, AND THE LOCATION OF SPECIFIED LIGHT FIXTURES ONLY. REFERENCE MECHANICAL AND ELECTRICAL ENGINEERING CONSTRUCTION DOCUMENTS FOR ALL OTHER REQUIREMENTS. REFLECTED CEILINC4 PLAN LEGEND 7. ALL MATERIALS LOCATED ABOVE THE CEILING GRID TO NEW 2X2 ACOUSTICAL LAY -IN CEILING TILE BE NON-COMBUSTIBLE. NO LOOSE OR UNFACED INSULATION AND GRID IN THE RETURN AIR PLENUM. 8. LOW VOLTAGE WIRING ABOVE THE CEILING SHALL BE NEW 2X4 LIGHT FIXTURES INDEPENDENTLY SUPPORTED FROM STRUCTURE. 9. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE NEW 2X2 LIGHT FIXTURES INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. HANGER CEILING WIRES TO BE 12 GA MIN. AT 4'-0" O.C. 0 NEW RECESSED CAN LIGHT FIXTURES MAX. ATTACH HILTI XCW U22 (OR EQUAL) W/ CEILING WIRE TO UNDERSIDE OF ROOF DECK. ATTACH WALL ANGLE MOLDING TO GYP. BOARD WALL WITH NEW COVE LIGHTING 1-1/4" SCREW AT 16" O.C. MAX. 10. ALL LIGHTS SHALL BE SUPPORTED WITH U12 GA WIRE EXISTING EXIT LIGHT FIXTURE TO REMAIN FROM BUILDING STRUCTURE AND NOT FROM CEILING GRID OR OTHER NON-STRUCTURAL ITEMS. SECURE A MINIMUM OF 2 CORNERS (OPPOSITES) TO STRUCTURE ABOVE WITH EXISTING WALL MOUNTED EMERGENCY CHAIN OR WIRE AND FASTEN TO CEILING GRID PER NEC LIGHT FIXTURE TO REMAIN 410.36. ElNEW 2X2 EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP NEW 2X4 EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP 0 NEW RECESSED CAN EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP NEIGH CEILING HEIGHT INDICATION FROM FINISHED FLOOR REFLECTED CEILIMC PLAN C4ENERAL NOTES I. ALL LIGHTS THROUGHOUT SPACE TO BE REPLACED. 2. EXISTING 2X4 CEILING TILE/GRID TO BE SALVAGED AND CONVERTED TO A 2X2 GRID. REPAIR AND REPLACE TILE/GRID AS NEEDED. REFLECTED CEILINC4 PLAN REFERENCED NOTES ❑1 TIE NEW CEILING GRID INTO EXISTING TO MAKE CONTINUOUS GRID AT 9'-0" NEW COVE LIGHTING THROUGHOUT SOFFIT. SAME LOCATION AS EXISTING COVE LIGHTING. FARMER ARCH ITECTU .Daniel H. Farmer, AJA License .1 Lees Baldwin Lan Orlando, FL 32814 321,441.3320 JUL 3 11 202 D,,i uei H arrfie!-.,. Ay,. 3 _11151 ¥i_3 0 J LO z O Lo 0 p _ F_ n 0 Q - Q O0 w LL J ~ J Q Q Z J_ 0� m: O = 0 U flIf >- C'f0 < Ir- _ a F_ zJ Ir- o W mot- N REVISIONS VERIFY BASED OFF OF EQUIPMENT SIZE MILLWORK 4�ENER,4L NOTES I NZEAKROOM MILLWORIC ELEVATION SCALE: 3/8" = 1'-0" 10" 1,-3" PROVIDE FIRE TREATED WOOD BLOCKING AS REQ'D VARIES SEE ELEVATIONS 3/4" THK. SHELF ON RECESSED ADJ. STANDARDS 3/4" THK. PLASTIC LAMINATE OVER PART. BD. DOOR, TYP. EXPOSED CAB. SURFACES TO RECEIVE PLASTIC LAMINATE FINISH INTERIOR CAB. SURFACES TO RECEIVE WH. PLASTIC LAMINATE FINISH FULLY CONCEALED PIVOT HINGES, AMOUNT AS REQ'D TYP. SEE ELEVATIONS WIRE PULLS. COLOR TO BE SELECTED BY TENANT. NOTE ALL EXPOSED CABINET SURFACES TO RECEIVE PLASTIC LAMINATE FINISH. INTERIOR CABINET SURFACES TO RECEIVE WHITE CABINET LINER (PLASTIC LAMINATE). UPPER GA6INET SECTION TYP-- SCALE: 3/8" = 1'-0" on 3' -0" 3' -0" 3' -0" +/ EQUIPMENT, TO BE PROVIDED i BY TENANT. VERIFY SIZE _ PRIOR TO FABRICATION mil CHEMICAL RESISTANT `� COUNTERTOP, TBD BY TENANT I 3' -0" 1 3,-0. 1 3' -0" 1 3,-0. 1 '3'-0' 1 3' -0' +/- 1 3' -6" VERIFY BASED OFF OF EQUIPMENT SIZE WORK- AREA MILLWORK. ELEVATION SCALE: 3/8" = 1'-0" NOTE= ALL EXPOSED CABINET SURFACES TO RECEIVE PLASTIC LAMINATE FINISH. INTERIOR CABINET SURFACES TO RECEIVE WHITE CABINET LINER (PLASTIC LAMINATE). 4" PLASTIC LAMINATE BACKSPLASH PLASTIC LAMINATE OVER 3/4" PARTICLE BOARD COUNTERTOP. 2' -1" IX4 HARDWOOD WEB FRAME. n� IIII -' 2'-10" A.F.F. III WIRE PULLS. COLOR TO BE DRAWER SELECTED BY TENANT. FIRE TREATED WOOD BLOCKING AS REQUIRED. PLASTIC LAMINATE BASE CABINET. 3/4' PLASTIC LAMINATE SHELF ON RECESSED ADJ. STANDARDS. FULLY CONCEALED PIVOT HINGES (180 DEG. SWING) PROVIDE DOOR SILENCERS. FINISH FLOOR r& CON' T BASE TO MATCH PLASTIC LAMINATE CAB EASE GA6INET SECTION TYP-- SCALE: 3/8" = 1'-0" I. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 2. VERIFY SIZE OF ALL APPLIANCES, INCLUDING TENANT PROVIDED, PRIOR TO FABRICATION. 3. PROVIDE BLOCKING IN WALL AS REQUIRED FOR ALL MILLWORK, SHELVES, CABINETS, AND WALL MOUNTED ACCESSORIES. 4. PROVIDE PLASTIC LAMINATE ANGLE BRACING AT WORKSURFACES. MAXIMUM SPAN BETWEEN BRACING NOT TO EXCEED 3'-0". WORK- AREA MILLWORK- ELEVATION SCALE: 3/8" = 1'-0" FARMER ARCHITECTURE Daniel H. Farrner, AAA _.1. Lake Baldwin Lan 321,4,,,1.3320 7I-1 3 1 2O U 0 O ry J L0 O M M Z � � o 0 F- < n 0- < 00 111f ly-� W �� Q HU) Z _j -j � O I D O= U� w < o' a ? J �N DOOR v HARDWARE 604EDLILE NO. SIZE TYPE MATERIAL FRAME HDWE FINISH REMARKS 109 3' -0" X 7' -0" X 1 3/4" A WOOD I I STAIN REUSE SALVAGED DOOR HARDWARE LEGEND HARDWARE SET #1 PASSAGE SET 1 1/2 PAIR BUTT HINGES DOOR STOP, FLOOR MOUNTED SILENCERS (3 PER FRAME MIN.) DOOR TYPES FRAME TYPES SCHD. DIM. N O O U) U) Lu 0 0 0 0 Lu U co A I SOLID CORE HOLLOW METAL WOOD FINISH SCHEDULE RM NO. ROOM NAME FLOOR RASE WALLS CLG REMARKS NORTH EAST SOUTH WEST TYPE HT 101 ENTRY VCT-I B-I P-1 P-1 P-1 P-1 C-1 EXIST -- 102 OFFICE LVT-I B-I P-1 P-1 P-1 P-1 C-1 EXIST -- 103 BREAK ROOM LVT-1 B-I P-1 P-1 P-1 P-1 C-1 EXIST -- 104 OFFICE LVT-1 B-1 P-1 P-1 P-1 P-1 C-1 EXIST -- 105 OPEN WORK AREA LVT-1 B-I P-1 P-1 P-1 P-1 C-1 EXIST CONVERT TO 2X2 CEILING GRID 106 OFFICE LVT-1 B-1 P-1 P-1 P-1 P-1 C-1 EXIST -- 107 OFFICE LVT-1 B-I P-1 P-1 P-1 P-1 C-1 EXIST -- 108 SUPPLY LVT-1 B-1 P-1 P-1 P-1 P-1 C-1 EXIST -- 109 WORK AREA LVT-1 13-1 P-1 P-1 P-1 P-1 C-1 EXIST FIN15" FLOOR PLAN SCALE: 1/16" = 1'-0" DOOR AND 14AIZDWAIZE NOTES I. ALL NEW DOORS SHALL BE STAIN GRADE FLUSH WOOD DOORS W/ HOLLOW METAL FRAMES TO MATCH BUILDING STANDARD. 2. ALL NEW HARDWARE SHALL BE LEVER ACTION, SCHLAGE OR APPROVED EQUAL TO MATCH BUILDING STANDARD. FINISH LEGEND FLOORING MATERIAL: LUXURY VINYL TILE LVT-1 MANUFACTURER, TO BE DETERMINED COLOR. TO BE SELECTED BY TENANT MATERIAL: VINYL COMPOSITION TILE VCT-I MANUFACTURER, TO BE DETERMINED COLOR, TO BE SELECTED BY TENANT WALL BASE MATERIAL: 4" COVED VINYL, 6" IN TOILET ROOMS) B-1 MANUFACTURER, JOHNSONITE OR APPROVED EQUAL COLOR, TO BE SELECTED BY TENANT PAINT MATERIAL- PAINT, LOW LUSTER P-1 MANUFACTURER, BENJAMIN MOORE OR APPROVED EQUAL COLOR- TO BE SELECTED BY TENANT MATERIAL: PAINT, SEMI -GLOSS OIL BASED ENAMEL P-2 MANUFACTURER, BENJAMIN MOORE OR APPROVED EQUAL COLOR: TO BE SELECTED BY TENANT LOCATION, DOOR FRAMES, METALS MATERIAL, PAINT, EPDXY P-3 MANUFACTURER, BENJAMIN MOORE OR APPROVED EQUAL COLOR: TO BE SELECTED BY TENANT LOCATIONS, RESTROOMS AND WET AREAS CEILING MATERIAL, 2' X 2' ACOUSTICAL PANEL CEILING TILE C-1 MANUFACTURER, USG OR APPROVED EQUAL STYLE, TO BE SELECTED BY TENANT PROV1510N5 FOR 15A IZP IER FREE DOORS DOOR AND 1.4AIZDWAIZE COMPLIANCE NOTES PULL SIDE x I. ALL DOORS OVER 7'-0" A.F.F. SHALL HAVE 2 PAIR BUTT PUSH SIDE HINGES. E 24 preferred Eg 2. HANDLES, PULLS, LATHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE � , co A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT -PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U-SHAPED NOTE: x = 12 IN IF THE HANDLES ARE ACCEPTABLE DESIGNS. DOOR HA TH A 3. HARDWARE REQUIRED FOR ACCESIBLE DOOR PASSAGE CLOSER AND A LATCH. SHALL BE MOUNTED NO HIGHER THAN 48 INCHES ABOVE (A) FRONT APPROAC14E5 FINISHED FLOOR. 4. BOTH SIDES OF ALL DOORS SHALL HAVE THE SAME } } ELEVATION WITH NO MORE THEN 1/2" DIFFERENCE ON PULL SIDE I EITHER SIDE. ..� x T TPUSH SIDE 5. THE FORCES REQUIRED TO FULLY OPEN FIRE -RATED (LABELED) DOORS SHALL NOT EXCEED A 15 LBF TO RELEASE THE LATCH, A 30 LBF TO SET THE DOOR IN MOTION AND A 15 LBF TO OPEN THE DOOR TO THE MINIMUM REQUIRED WIDTH. THESE FORCES BEING APPLIED TO THE LATCH STILE. NOTE x = 36 IN MINIMUM NOTE y - 48 N MIN. IF 6. EXTERIOR SWINGING DOORS SHALL BE OPENABLE BY A IF y = 60 IN x = 42 IN DOOR HA TH A FORCE OF NOT MORE THAN 8.5 POUNDS APPLIED TO THE MINIMUM IF y = 54 IN. LATCH AND A CLOSER. LATCH STILE. (15) HINGE 61DE APPROACHES 7. PROVIDE BUILDING STANDARD DOOR STOPS, HINGES AND SILENCERS AT ALL DOORS. 8. NON -RATED INTERIOR SWINGING DOORS SHALL BE PULL SIDE OPENABLE BY A FORCE OF NOT MORE THAN FIVE (5) 24 min. PUSH SIDE POUNDS APPLIED TO THE LATCH STILE. E x 24 m n. CI4AKE IN LEVEL COMPLIANCE c0 x , E a ~ I. CHANGES IN LEVEL OF 1/4 INCH NIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. NOTE, y = 54 IN MINIMUM NOTE y - 48 IN MIN. IF 2. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND IF THE DOOR NASA THE DOO I A 1/2 INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 112. CLOSER. CLOSER. 3. A CHANGE IN LEVEL OF 1/2 INCH IS PERMITTED TO BE 1/4 (C) LATCH 510E APPROACHES INCH VERTICAL PLUS 1/4 INCH BEVELED, HOWEVER, IN NO CASE MAY THE COMBINED CHANGE IN LEVEL EXCEED 1/2 INCH. CHANGES IN LEVEL EXCEEDING 1/2 INCH MUST COMPLY NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE WITH RAMPS OR CURB RAMPS REQUIREMENTS PER THE CLEARANCES FOR FRONT APPROACHES. MOST CURRENT ACCESSIBILITY CODE. FIN16U NOTES I. ALL FINISHES TO BE SELECTED BY TENANT AND APPROVED BY OWNER. 2. COORDINATE AND VERIFY ALL FINISHES AND LOCATIONS WITH TENANT. 3. CONTRACTOR TO PROVIDE MATERIALS AND SAMPLES TO BE APPROVED BY OWNER AND TENANT PRIOR TO ORDERING. 4. ALL WALLS TO BE SANDED AND PRIMED PRIOR TO RECEIVING PAINT. 5. ALL WALLS TO BE PAINTED SHALL RECEIVE (2) TWO COATS MIN. OF LATEX PAINT, OR MORE AS REQUIRED FOR COMPLETE COVERAGE, IN A LOW LUSTER FINISH COLOR OVER (1) COAT PRIMER OF SIMILAR COLOR. 6. ALL HIM DOOR AND/OR WINDOW FRAMES SHALL RECEIVE (2) COATS OF SPECIFIED OIL -BASED ENAMEL (P-2) OVER (1) COAT FACTORY PRIMER, 7. DOORS - ALL EXISTING INTERIOR DOORS TO RECEIVE NEW FINISH IN AREA OF WORK. FIN1514 MATERIAL COMPLIANCE NOTES I. ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE, SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84 AND SHALL COMPLY WITH CLASS B INTERIOR FINISH WITH FLAME SPREAD 26-75, AND SMOKE DEVELOPED 0-450. EXCEPT AS NOTED BELOW. 2. ALL EXPOSED WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A SPECIES OTHER THAN PINE AND IN NO CASE SHALL THE FLAME SPREAD CLASSIFICATION EXCEED 200 AND SMOKE DEVELOPED 0-450, AS A CLASS 'C' INTERIOR FINISH MATERIAL. 3. MATERIALS LESS THAN 1/28 INCH THICK WHICH ARE CEMENTED TO THE SUBSTRATE WHICH HAVE FLAME SPREAD CHARACTERISTICS NO GREATER THAN PAPER OF 1/28 INCH THICKNESS DO NOT HAVE TO BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. 4. MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE WHEN APPLIED TO WALL OR CEILING SHALL MEET THE REQUIREMENTS OF A CLASS 'A' INTERIOR FINISH. 5. INTERIOR FINISH MATERIAL SHALL BE CEMENTED OR OTHERWISE FASTENED IN PLACE SO THAT THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURES OF 300 DEGREES F. FOR 25 MINUTES. 6. FLOORING MATERIALS SHALL HAVE A MINIMUM OF CLASS II INTERIOR FLOOR FINISH RATING AS CLASSIFIED IN ACCORDANCE WITH NFPA 7. CARPET INCLUDING PAD, WHEN SPECIFIED, SHALL COMPLY WITH CLASS II INTERIOR FINISH REQUIREMENTS NOTED ABOVE. 8. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD, OR BACKING, OR NO CUSHION OR PAD, AND HAVE A LEVEL LOOP TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH, EXPOSED EDGES OR CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE A TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303 CHANGES IN LEVEL SECTION OF THE FLORIDA BUILDING CODE, ACCESSIBILITY. 9. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRM, SHALL HAVE A SLIP RESISTANT FINISH, AND SHALL COMPLY WITH 302 FLOOR OR GROUND SURFACES AND 303 CHANGES IN LEVEL OF THE FLORIDA BUILDING CODE: ACCESSIBILITY. JUL 3_-� 202 O O cy) z O Lo 0 Q _ 0 Q — 0 O� w 2 >_ L.L - z J Q w O J T. 0 v � Lu z J - N � LIFE SAFETY PLAN SCALE: 1/16" = 1'-0" LIFE SAFETY LEGEND WALL MOUNTED EMERGENCY LIGHT FIXTURE AwL WITH TWO (2) LAMPS AND BATTERY BACK-UP WIRED INTO BUILDING EMERGENCY SYSTEM. A& WALL MOUNTED EMERGENCY LIGHT FIXTURE WITH ILLUMINATED EXIT LIGHT FIXTURE. SHADED QUARTER(S) DENOTE ILLUMINATED FACE(S). 2X4 LAY -IN EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP FE EXISTING SURFACE MOUNTED FIRE O EXTINGUISHER. REFER TO FLOOR PLAN UNREFERENCED NOTES. NOTE= REFER TO AREA OF WORK. ALL OTHER LIFE SAFETY ITEMS EXISTING TO REMAIN. TRAVEL DISTANCE = 192' -0" .......... _............. .......................................--- - _ _ .--- _ 11 — — .:..... .... a I ::................. 11 RAVEL UJU DISTA : 104' �= - n. RAVEL DISTAf�d L. i AREA OF WORK MEZZANINE LIFE SAFETY PLAN SCALE: 1/16" = 1'-0' GENERAL INFORMATION JIJRI501GTION: CITY OF ZEPUYRUILLS APPLIGA6LE CODES BLDG: FLORIDA BLDG CODE 6TH EDITION ADA: FLORIDA ACCESSIBILITY CODE 6TH EDITION ENERGY; FLORIDA ENERGY CONSERVATION CODE 6TH ED. EXIST. FLORIDA EXIST BUILDING CODE 6TH ED. BLDG LEVEL OF ALT: LEVEL 2 MECH: FLORIDA MECHANICAL CODE 6TH EDITION PLUMB: FLORIDA PLUMBING CODE 6TH EDITION ELECT: NATIONAL ELECTRIC CODE FIRE: FLORIDA FIRE PREVENTION CODE 6TH ED. LIFE NFPA I AND NFPA 101 FLA EDITION SAFETY : 6UILDINC CONSTRUCTION EDITION 2017 2017 2017 2017 2017 FARMER_ CH ITECTUIRE Daniel - Farmer, .I, - License # AR10750 941 Lake Baldwin Leas Orlando, FL 3281 2017 2014 2017 2015 SPRINKLERED OR NON-SPRINKLERED: SPRINKLERED NUMBER OF STORIES: _I CONSTRUCTION TYPE: 22=B TENANT OCCUPANCY CLA661FICATION EXISTING OCCUPANCY(S) / GROUP CLASS.: FACTORY-FI, GENERAL INDUSTRIAL 2 �� PROPOSED OCCUPANCY(S) / GROUP CLASS.: FACTORY-FI GENERAL INDUSTRIAL Damn i H, ,� ; Ai2 i 750 SEPARATION OF OCCUPANCIES TENANT SEPARATION: N/A MULTIPLE OCCUPANCY SEPARATION, N/A TENANT AREA TOTAL TENANT AREA 44.514 OCCUPANT LOAD CALCULATIONS FUNCTION OF SPACE SO FT FACTOR OCCUPANTS LOCKER ROOMS 930 1/50 19 INDUSTRIAL 39,615 1/100 397 ASSEMBLY 821 1/15 55 UNCONCENTRATED U) (INCL. CONE RMS, RECPT AREAS, BREAK AREAS) U BUSINESS AREAS 3,148 1/100 32 TOTAL 44,514 503 LIFE SAFETY 6UMMARY O ITEM REQUIRED PROVIDED NUMBER OF EXITS 2 7 EXIT DOORS 2 8 0 EGRESS WIDTH 100.6' (.2"/OCC) 272" Ln STAIR WIDTH 44" MIN. N/A (y) COMMON PATH 100, SEE PLANS . O MQ TRAVEL DISTANCE 250' SEE PLANS Z O Lo 0 0 MIN COP/AISLE WIDTH: 44" 44' MIN. ~ DEAD END CORRIDOR 50' N/A 0 0 W LJL PLUMDINC4 FIXTURES J z J BUILDING 2 PRE-ALT. QTY. DEMO'D= NEW TOTAL Q Q _1 0 0= WATER CLOSETS 6 0 0 6 0 LAVATORIES/SINKS 7 1 3 9 U i- DRINKING FOUNTAINS = 1 0 0 1 Lu< _ a_ SERVICE SINKS: 0 0 0 0 Z J dam' N FLOOR DRAINS: 0 0 0 0 REVISIONS SHOWER: 0 0 2 2 TOTAL: 18 DEMOLITION FLOOR PLAN SCALE: 1/4" = 1'-0" WURK i. DUILPINC.4 PLAN SCALE: 1/32" = 1'-0" r MEZZANINE - DEMOLITION FLOOR PLAN SCALE: 1/4" = 1'-0" AREA OF WORK MEZZANINE 15UILDINC4 PLAN G�`' SCALE: 1/32" = 1'-0" DEMOLITION PLAN LEGEND __.._..___..........................._._.._. EXISTING PARTITION OR CONSTRUCTION TO REMAIN EXISTING PARTITION OR CONSTRUCTION TO BE REMOVED DEMOLITION PLAN 4gENERAL NOTES I. SALVAGE DOORS FOR REUSE AND REINSTALLATION. DEMOLITION PLAN REFERENCED NOTES ❑ EXISTING CONSTRUCTION TO BE REMOVED TO THE EXTENT NECESSARY FOR THE INSTALLATION OF A NEW DOOR. �2 EXISTING MILLWORK TO BE REMOVED. SALVAGE PLUMBING FIXTURES FOR REUSE AND REINSTALLATION. �3 EXISTING TO REMAIN. NO WORK THIS AREA. ®EXISTING SLAB TO BE REMOVED TO THE EXTENT REQUIRED FOR INSTALLATION OF NEW CHAIR LIFT. COORD W MANUFACTURERS SPECIFICATIONS. EXISTING DOOR TO BE REMOVED AND REINSTALLED IN THE DIRECTION OF MEANS OF EGRESS FARMER ARCH ITEcrURIE' D n i 1 , 9,41" Lake 'Baldiwin Lane, Oriando 322,814 JUL 3 12020 1.aFr f IV CONSULTANT: J Lo n (/) z v 0 "t Lf)o Q O 0 Q O0 LY LLl � LL J z J Q < J o _ 0 U � W <~ z -� p ,t LU N DATE: 07/31 /20 PROJECT: 20027 DRAWN: EFP CHECKED: DHF � DEMOLITION REFLECTED GEILIN(� PLAN SCALE: 1/4" = 1'-0" VVVKI� 11 DUILDING 2 - DUILPINC.i PLAN SCALE: 1/32" = 1'-0" w*- OR; MEZZANINE DEMOLITION REFLECTED GEILIN(� PLAN SCALE: 1/4" = 1'-0" AREA OF WORK MEZZANINE 6LIILDING PLAN SCALE: 1/32" = 1'-0" DEMOLITION REFLECTED CEILING PLAN LEGEND EXISTING 2X4 ACOUSTICAL LAY -IN CEILING _ _ .................................. TILE AND GRID TO REMAIN - - L EXISTING 2X4 ACOUSTICAL LAY -IN CEILING TILE AND GRID TO BE REMOVED —T_ r _ �l EXISTING 2x4 LAY -IN LIGHT FIXTURES TO L _ � BE REMOVED 12, EXISTING RECESSED CAN LIGHT FIXTURES TO BE REMOVED _ _ = EXISTING STRIP LIGHTING TO BE REMOVED DEMOLITION REFLECTED CEILING PLAN GENERAL NOTES I. NEW LED LIGHTS THROUGHOUT SPACE. DEMOLITION REFLECTED CEILING PLAN REFERENCED NOTES ❑I EXISTING CEILING GRID TO REMAIN UNLESS NOTED OTHERWISE �2 EXISTING CEILING GRID TO BE REMOVED FOR CONSTRUCTION OF NEW PARTITION. REFER TO FLOOR PLAN FOR EXTENT. FARMER ARCHITECTURE Daniel 11. Farmier, A.A Loseff AR10750 941 Lees Baldwin Lane Orlando, =L 32814 321.4,41,3320 U! 1 202 0 Lo 0 (y) NT O Lo Q 0 n Q 0 O z D O U 0) It FF REVISIONS DATE: 07/31 /20 PROJECT: 20027 DRAWN: EFP CHECKED: DHF FLOOR PLAN SCALE: 1/4" = I'-0" 1 1 EULDIN4 PLAN SCALE: 1/32" = 1'-0" f-,,-j.M.F_ZZA.N1NF_ -FLOOR PLAN SCALE: 1/4" = 1'-0" AREA OF WORK O rj m m MEZZANINE - 6LlILDIN4 PLAN 0 Ni-min SCALE: 1/32" = 1'-0" FLOOR PLAN LE4" END EXISTING PARTITION OR CONSTRUCTION TO REMAIN NEW NON -RATED GYP BD PARTITION TO UNDERSIDE OF CEILING. MTL STUDS AT 24" OC WITH GYP BD EACH SIDE. BATT INSULATOIN FULL HEIGHT OF WALL. GC TO VERIFY WITH MTL STUD MANUFACTURER FOR REQUIRED GAUGE OF STUD. REFER TO DETAIL 4/A2.60. NEW NON -RATED GYP BD PARTITION TO 6" ABOVE CEILING. MTL STUDS AT 24" OC WITH GYP BD EACH SIDE. BATT INSULATION FULL HEIGHT OF WALL. GC TO VERIFY WITH MTL STUD MANUFACTURER FOR REQUIRED GAUGE OF STUD. REFER TO DETAIL 5/2.60. NEW NON -RATED GYP BD PARTITION TO 6" ABOVE CEILING. MTL STUDS AT 24" OC WITH GYP BD ON ONE SIDE AND BATT INSULATION OVER EXISTTNG METAL STRUCTURE. GC TO VERIFY WITH MTL STUD MANUFACTURER FOR REQUIRED GAUGE OF STUD. REFER TO DETAIL 6/2.60. NEW NON -RATED GYP BD PARTITION TO STRUCTURE. MTL STUDS AT 24" OC WITH GYP BD EACH SIDE. GC TO VERIFY WITH MTL STUD MANUFACTURER FOR REQUIRED GAUGE OF STUD. REFER TO DETAIL 7/A2.60. No. FLOOR PLAN C4ENEIZAL NOTES I. ALL EXISTING INTERIOR DOORS TO RECEIVE NEW FINISH. REFER TO FINISH PLAN. 2. LOCKER ROOMS TO RECEIVE NEW FLOOR FINISH. REFER TO FINISH PLAN. FLOOR PLAN REFERENCED NOTES ❑1 INSTALL BUILDING STANDARD WINDOW BLINDS IN THE CLOSED POSITION PRIOR TO FURRING OUT PARTITION �2 NO WORK THIS AREA. EXISTING TO REMAIN. �3 FURR OUT AS REQUIRED FOR PLUMBING FARMER ARCHITECTURE Daniel H. Farmer, ,I. . License # AR107 1 Lake Baldwin Leas Orlando, FL 32814 321.441,3320 FF CONSULTANT: 0 Lo 0(y) M z n� 0O� F_ 0 Q Q 00 w _j J < z J Q D _j cr_ = 0 = 0 U � L LI �_ p ~ z p LU t N REVISIONS DATE: 07/31 /20 ui PROJECT: 20027 DRAWN: EFP CHECKED: DHF REFLECTED CEILING, PLAN SCALE: 1/4" = 1'-0" WUKK DUILDING PLAN SCALE: 1/32" = 1'-0" MEZZANINE - REFLECTED CEILIN4 PLAN SCALE: 1/4" = 1'-0" REFLECTED CEILING PLAN LEGEND EXISTING 2X4 ACOUSTICAL LAY -IN CEILING TILE AND GRID AREA OF WORK NEW 2X4 ACOUSTICAL LAY -IN CEILING TILE AND GRID 7 ..__ .. ::...;^ NEW GYPSUM BOARD CEILING `l NEW 2X4 LIGHT FIXTURES O NEW RECESSED CAN LIGHT FIXTURES - NEW WALL MOUNTED LIGHT FIXTURE K4EZZANINE DUILPINC4 PLAN CEILING HEIGHT INDICATION FROM FINISHED NORTH NORTH FLOOR SCALE: I/32" = I ' -O" EXISTING WALL MOUNTED EMERGENCY LIGHT AWL FIXTURE WITH TWO (2) LAMPS AND BATTERY BACK-UP WIRED INTO BUILDING EMERGENCY SYSTEM TO REMAIN EXISTING WALL MOUNTED EMERGENCY LIGHT FIXTURE WITH ILLUMINATED EXIT LIGHT FIXTURE. SHADED QUARTERS) DENOTE ILLUMINATED FACE(S) TO REMAIN 2X4 LAY -IN EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP REFLECTED CEILING PLAN GENERAL NOTES I. ALL LIGHTS THROUGHOUT SPACE TO BE REPLACED. FARMER ARCHITECTURE Daniel H. Farmer, A.I.A: 41 Lake Baldwin Lane Orlando, FL, 34 t 321.441.3320 z 0 f— LLI LLI Q z 0 Lo O O Q 0 ry LL Q Q J REVISIONS Q 0 z D O U NT Cn J_ N DATE: 07/31 /20 PROJECT: 20027 co DRAWN: EFP CHECKED: DHF SHOWER CURTAIN ROD 5'-0" MIN 5"OWEIZ ROOM ELEVATION TYR SCALE: 3/8" = 1'-0" STANDARD ROLL —IN TYPE 514OWER COMPARTMENT COMPLIANCE NOTES I. STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS SHALL BE 30 INCHES WIDE MINIMUM BY 60 INCHES DEEP MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES AND SHALL HAVE A 60 INCHES WIDE MINIMUM ENTRY ON THE FACE OF THE SHOWER COMPARTMENT, A 30 INCH WIDE MINIMUM BY 60 INCH LONG MINIMUM CLEARANCE SHALL BE PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT. 2. WHERE A SEAT IS PROVIDED IN STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ON THE BACK WALL AND THE SIDE WALL OPPOSITE THE SEAT. GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT. WHERE A SEAT IS NOT PROVIDED IN STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ON THREE WALLS. GRAB BARS SHALL BE INSTALLED 6 INCHES MAXIMUM FROM ADJACENT WALLS. 3. IN STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS, THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO NIGHER THAN 48 INCHES ABOVE THE SHOWER FLOOR. WHERE A SEAT IS PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO THE SEAT WALL AND SHALL BE LOCATED 27 INCHES MAXIMUM FROM THE SEAT WALL. IN STANDARD ROLL -IN TYPE SHOWERS WITHOUT SEATS, THE SHOWER HEAD AND OPERABLE PARTS CAN BE LOCATED ON ANY OF THE THREE WALLS OF THE SHOWER WITHOUT ADVERSELY AFFECTING ACCESSIBILITY, 4. A SHOWER SPRAY UNIT WITH A HOSE 59 INCHES LONG MINIMUM THAT CAN BE USED BOTH AS A FIXED -POSITION SHOWER HEAD AND AS A NAND -HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON -POSITIVE SHUT-OFF. IF AN ADJUSTABLE -HEIGHT SHOWER HEAD ON A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. SHOWER SPRAY UNITS SHALL DELIVER WATER THAT IS 120"F MAXIMUM. 5. THRESHOLDS IN ROLL -IN TYPE SHOWER COMPARTMENTS SHALL BE 1/2 INCH HIGH MAXIMUM. 6. ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT OBSTRUCT CONTROLS, FAUCETS, AND SHOWER SPRAY UNITS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. VERTICAL PLATFORM LIFT NOTES * VERTICAL PLATFORM LIFT DESIGN IS BASED ON: SAVARIA CONCORD LIFTS, INC. MODEL: V1504 LOAD CAPACITY. 750 LBS SEAT CAPACITY: 330 LBS TRAVEL DISTANCE: 10'-0" TRAVEL SPEED; 20 FT/MIN CAB SIZE: 36'X48" PIT DEPTH= 3" FINISHES: STANDARD TO BE SELECTED BY OWNER. GENERAL CONTRACTOR IS TO SUBMIT MANUFACTURER'S SPECIFICATIONS E SHOP DRAWINGS FOR ARCHITECT/ ENGINEER REVIEW is TO THE BUILDING DEPT. PRIOR TO BUILDING CONSTRUCTION / FIRST INSPECTION. SURFACE MOUNTED FRAMED MIRROR, #B165 1836 P-TRAP INSULATION KIT REFAB ADA OMPLIANT TANDARD ROLL IN YPE SHOWER OMPARTMENT FDA COMPLIANT ')POWER HEAD 34lONER ROOM ELEVATION TYP.- 1 SCALE: 3/8" = 1'-0" NND D E AND U -0' T.O. MEZZANINE CONTRACTOR TO COORDINATE WITH PLATFORM LIFT MANUF. ANY ADDITIONAL WOOD BLOCKING REQUIRED FOR PROPER INSTALLATION OF PLATFORM LIFT. 9/16" RUNNER CLEARANCE 2' 2'-0 9/16" TOWER CENTER LINE 9/16" RUNNER CLEARANCE 9/16" RUNNER CLEARANCE 2' /2'-0 9/16" TOWER CENTER LINE 9/16" RUNNER CLEARANCE J ai OW o O o O �? O z [...........�..... p J p J Q~ �W �Q 4 0" c�W cn p iv z d' CLEAR INSIDE z z 4 -O Q CAB LENGTH ° U N �O U W 3 CLEAR INSIDE Ln l Lu J N _FL J m CL CAB LENGTH �= O U U �zo p0 to -- o -- LEI -- -- -- Lu Lu 4'-1 1/8" FINISH RUNWAY O U 4' -I I/8" FINISH RUNWAY Z Z LENGTH (PIT LENGTH) z Q LENGTH (PIT LENGTH) ' z Q z NOTE: Q VERIFY ALL DIMENSIONS WITH W VERIFY ALL DIMENSIONS WITH MANUFACTURER SPECIFICATION. ; O MANUFACTURER SPECIFICATION. VERTICAL PLA FORM LIFT FLOOR PLAN LEVEL I SCALE: 1/2" = 1'-0" VERTICAL PLAORM LIT FLOOR PLAN MIIZZANINI 1 SCALE: 1/2" = I'-0" 5 A250 IFA k1 �► is ARCHITECTURE 941 Lake Baldwin Lena Orlando, FL 281 321,4413320 JUL 3 12020 CONSULTANT:Daniel H. Farmer - AR10750 28' -0" B.O. DECK U r) O 0� O L0 .. 0 C,rl 00 z O0 � Q 0111�� < 0 0 LL.I -1 T.O. MEZZANINOEIRV —� Z J Q Q J_ 0 = 0 2 0 UW [1_ Lu_� 0)_ � z J 0 'ct LU N -HAIR LIFT TOWER �o N 11 O N � DLIILDIN(� 2 DREAKROOM ELEVATION SCALE: 3/8" = 1'-0" FINISHED CEILING ACOUSTICAL CEILING TILE E GRID, SEE REFLECTED CEILING PLAN "ZIP -STRIP" (L-BEAD). TAPE E SPACKLE SMOOTHLY. SCREW ATTACH CONTINUOUS METAL STUD TRACK TO CEILING SPLINES AT 4'-0" O.C. MAX. 3 5/8" 25 GA. MIN. METAL STUDS o 24' O.C. VERIFY LIMITING HGT. OF STUDS E GA. W/ MANUFACTURER PRIOR TO CONSTRUCTION. ONE LAYER OF 1/2' MIN GYPSUM BOARD EA SIDE %7 SOUND BATT INSULATION FULL HEIGHT OF WALL. CONTINUOUS MTL. STUD TRACK ANCHORED TO FLOOR SLAB W/ POWDER DRIVEN FASTNERS o 24' O.C. MAX. FLOOR SLAB. � WALL SECTION - A SCALE: I" = 1'-0" CONTINUOUS MTL. STUD TRACK ATTACHED TO ROOF DECK WITH .177 DIA. HILTI-PINS ® 24" O.C. MAX (TYP.) ROOF DECK 6' 18 GA. MIN. METAL STUDS o 16' O.C. VERIFY LIMITING HGT. OF STUDS E GA. W/ MANUFACTURER PRIOR TO CONSTRUCTION. ONE LAYER OF 5/8" GYPSUM BOARD EACH SIDE CONTINUOUS MTL. STUD TRACK ANCHORED TO FLOOR SLAB W/ POWDER DRIVEN FASTNERS ® 24" O.C. MAX. FLOOR SLAB. WALL 5EG710N - D SCALE: I" = 1' -0" n iVl IN u PROVIDE FIRE TREATED WOOD BLOCKING AS REQ'D VARIES SEE EVATIONSqV 3/4' THK. SHELF ON RECESSED ADJ. STANDARDS 3/4' THK. PLASTIC LAMINATE OVER PART. BD. DOOR, TYP. EXPOSED CAB. SURFACES TO RECEIVE PLASTIC LAMINATE FINISH INTERIOR CAB. SURFACES TO RECEIVE WH. PLASTIC LAMINATE FINISH FULLY CONCEALED PIVOT HINGES, AMOUNT AS REQ' D TYP. VARIES rk SEE ELEVATIONS WIRE PULLS, COLOR TO BE NOTE: SELECTED BY TENANT. ALL EXPOSED CABINET SURFACES TO RECEIVE PLASTIC LAMINATE FINISH. INTERIOR CABINET SURFACES TO RECEIVE WHITE CABINET LINER (PLASTIC LAMINATE). UPPER GA6INET 5EG710N TYR SCALE: I" = 1'-0" ROOF DECK PROVIDE 3-5/8' 20 GA. METAL STUD KICKERS ® 6-0' ON CENTER MAX. FOR ALL WALLS THAT EXCEED 9'-0' IN HEIGHT - UNLESS WALL IS SUPPORTED HORIZONTALLY BY PERPENDICULAR PARTITION WALLS SPACED NO GREATER THAN 8' -0' ON CENTER. CONTINUOUS METAL STUD TRACK DRAFT STOP. SEAL ALL DENETRATIONS. 6" SOUND BATT INSULATION ABOVE FINISHED CEILING TO 4'-0" EITHER SIDE OF PARITITON FINISHED CEILING rik NA ACOUSTICAL CEILING TILE is GRID/ GYPSUM CEILING AS SPECIFIED, SEE REFLECTED CEILING PLAN 3 5/8' 25 GA. MIN. METAL STUDS o 24" O.C. VERIFY LIMITING HGT. OF STUDS GA. W/ MANUFACTURER PRIOR TO CONSTRUCTION. ONE LAYER OF 1/2' MIN GYPSUM BOARD EA SIDE 2ki SOUND BATT INSULATION FULL HEIGHT OF WALL. CONTINUOUS MTL. STUD TRACK ANCHORED TO FLOOR SLAB W/ POWDER DRIVEN FASTNERS A 24" O.C. MAX. FLOOR SLAB. u u WALL SECTION - f5 SCALE: I" = 1' -0" NOTE: ALL EXPOSED CABINET SURFACES TO RECEIVE PLASTIC LAMINATE FINISH. INTERIOR CABINET SURFACES TO RECEIVE WHITE CABINET LINER (PLASTIC LAMINATE). n iVI IN u 4' PLASTIC LAMINATE BACKSPLASH PLASTIC LAMINATE OVER 3/4' PARTICLE BOARD COUNTERTOP. IX4 HARDWOOD WEB FRAME. 2'-10' A.F.F. —WIRE PULLS. COLOR TO BE SELECTED BY TENANT. —FIRE TREATED WOOD BLOCKING AS REQUIRED. PLASTIC LAMINATE BASE CABINET. 3/4" PLASTIC LAMINATE SHELF ON RECESSED ADJ. STANDARDS. FULLY CONCEALED PIVOT HINGES (I80 DEG. SWING) PROVIDE DOOR SILENCERS. FINISH FLOOR CON' T BASE TO MATCH PLASTIC LAMINATE CAB MILLWORK C,ENERaL NOTE6 I. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 2. VERIFY SIZE OF ALL APPLIANCES, INCLUDING TENANT PROVIDED, PRIOR TO FABRICATION. 3. PROVIDE BLOCKING IN WALL AS REQUIRED FOR ALL MILLWORK, SHELVES, CABINETS, AND WALL MOUNTED ACCESSORIES. 4. PROVIDE PLASTIC LAMINATE ANGLE BRACING AT WORKSURFACES. MAXIMUM SPAN BETWEEN BRACING NOT TO EXCEED 3' -0". DA5E CADINET SECTION TYP.- SCALE: I" = 1'-0" �o ROOF DECK CONTINUOUS METAL STUD TRACK DRAFT STOP. SEAL ALL PENETRATIONS. EXISTING METAL FRAME STRUCTURE FINISHED CEILING r& 147 ACOUSTICAL CEILING TILE Z GRID/ GYPSUM CEILING AS SPECIFIED, SEE REFLECTED CEILING PLAN 2 I/2' 25 GA. MIN. METAL STUDS ® 24' O.C. VERIFY LIMITING HGT. OF STUDS Z GA. W/ MANUFACTURER PRIOR TO CONSTRUCTION. III ONE LAYER OF 1/2" MIN GYPSUM BOARD CONTINUOUS MTL. STUD TRACK ANCHORED TO FLOOR SLAB W/ POWDER DRIVEN FASTNERS . 24' O.C. MAX. FLOOR SLAB. HALL SECTION - G SCALE; I" = 1'-0" I� �► is ARCHITECTURE 941 Lake Baldwin Leas Orlando, FL 32814 321A41,3320 jU1 3 2020 Daniel H. Farmer _. ACE: 0 75 0 J OM Z0 ICT � � O 0 Q Q OD w �� --� z Q Q "J J_ Of = O= ow U � < w z •j N DOOR v UARDWARE 604EDULE NO. SIZE TYPE MATERIAL FRAME I4DWE FINI614 REMARKS 101 3'-0" X 7'-0" X 1 3/4" A WOOD I I STAIN -- 102 3'-0" X 7'-0" X 1 3/4" A WOOD 1 2 STAIN -- 104 3'-0" X 7'-0" X 1 3/4" A WOOD 1 2 STAIN -- 108 3'-0" X 7'-0" X 1 3/4" A WOOD I I STAIN COORDINATE WITH CHAIR LIFT MANUFACTURER 201A 3'-0" X 7'-0" X 1 3/4" A WOOD I I STAIN COORDINATE WITH CHAIR LIFT MANUFACTURER 201E 3'-0" X 7'-0" X 1 3/4" A WOOD I I STAIN REUSE EXISTING DOOR IN THIS LOCATION. 202 3'-0" X 7'-0" X 1 3/4" A WOOD I 1 STAIN -- 203 PR 3' -0" X 7' -0" X 1 3/4" A WOOD I I STAIN -- HARDWARE LEGEND HARDWARE SET #1 HARDWARE SET #2 PASSAGE SET PRIVACY SET 1 1/2 PAIR BUTT HINGES 1 1/2 PAIR SPRING LOADED HINGES DOOR STOP, FLOOR MOUNTED DOOR STOP, FLOOR MOUNTED SILENCERS (3 PER FRAME MIN.) SILENCERS (3 PER FRAME MIN.) DOOR TYPES FRAME TYPE5 SCHD. DIM. O_ W z j W Q \ W J \ D 0 W \' W A SOLID CORE WOOD SCHD. DIM. N z O co W _J W z I HOLLOW METAL FINISH SCHEDULE RM NO. ROOM NAME FLOOR BASE WALLS CLG REMARKS NORTH EAST SOUTH WEST TYPE HT 101 MENS LOCKER ROOM LVT-I B-I P-1 P-1 P-1 P-1 C-1 9'-0" -- 102 SHOWER ROOM LVT-I B-I P-3 P-3 P-3 P-3 -- 9'-0" GYPSUM BOARD CEILING 103 WOMENS LOCKER ROOM LVT-I B-I P-1 P-1 P-1 P-1 C-1 9'-0" -- 104 SHOWER ROOM LVT-I B-I P-3 P-3 P-3 P-3 -- 9'-0" GYPSUM BOARD CEILING 105 WOMENS RESTROOM EXIST B-I P-3 P-3 P-3 P-3 C-1 EXIST -- 106 MENS RESTROOM EXIST B-1 P-3 P-3 P-3 P-3 C-1 EXIST -- 107 CORRIDOR EXIST B-I P-1 P-1 P-1 P-1 C-1 OPEN -- 108 CHAIR LIFT EXIST B-I P-1 P-1 P-1 P-1 C-1 OPEN -- 201 BREAK ROOM EXIST B-1 P-1 P-1 P-1 P-1 C-1 EXIST -- 202 SEATING AREA EXIST B-I P-1 P-1 P-1 P-1 C-1 EXIST -- 203 MECHANICAL CLOSET EXIST B-I P-1 P-1 P-1 P-1 -- OPEN -- -- --- — -- — .... d I EXIST TO -- REMAIN � ,� 1 ;j , ; ._ A .. _ 1 �... r u EXIST TO REMAIN a au LVT-I I EXIST TO EXIST TO LVT-I E REMAIN REMAIN I - .. 1 l LVT-I LVT-I l \ t FIN15" FLOOR PLAN SCALE, 1/8" = 1'-0" DOOR AND HARDWARE NOTES I. ALL NEW DOORS SHALL BE STAIN GRADE FLUSH WOOD DOORS W/ HOLLOW METAL FRAMES TO MATCH BUILDING STANDARD. 2. ALL HARDWARE SHALL BE LEVER ACTION, SCHLAGE OR APPROVED EQUAL TO MATCH BUILDING STANDARD. FINISH LEGEND FLOORING MATERIAL: LUXURY VINYL TILE LVT-I MANUFACTURER, TO BE DETERMINED COLOR, TO BE SELECTED BY TENANT WALL EASE MATERIAL, 4" COVED VINYL, 6" IN TOILET ROOM(S) B-I MANUFACTURER, JOHNSONITE OR APPROVED EQUAL COLOR, TO BE SELECTED BY TENANT PAINT MATERIAL, PAINT, LOW LUSTER P-1 MANUFACTURER, BENJAMIN MOORE OR APPROVED EQUAL COLOR, TO BE SELECTED BY TENANT MATERIAL, PAINT, SEMI -GLOSS OIL BASED ENAMEL P-2 MANUFACTURER, BENJAMIN MOORE OR APPROVED EQUAL COLOR, TO BE SELECTED BY TENANT LOCATION, DOOR FRAMES, METALS MATERIAL: PAINT, EPDXY P-3 MANUFACTURER, BENJAMIN MOORE OR APPROVED EQUAL COLOR, TO BE SELECTED BY TENANT LOCATIONS, RESTROOMS AND WET AREAS CEILING MATERIAL, 2' X 4' ACOUSTICAL PANEL CEILING TILE C-1 MANUFACTURER, USG OR APPROVED EQUAL STYLE, TO BE SELECTED BY TENANT PROVISIONS FOR BARRIER FREE DOORS PULL SIDE x PUSH SIDE C 18 min. E 24 preferred E �c l NOTE: x - 12 I IF THE DOOR HA TN A CLOSER AND A LATCH. (A) FRONT APPROACHES PULL SIDE I x USN SIDE NOTE, x = 36 IN MINIMUM NOTE, y,--, 48 JIN MIN. IF IF y = 60 IN x = 42 IN DOOR NA TH A MINIMUM IF y = 54 IN. LATCH AND A CLOSER. (b) HINGE SIDE APPROACHES PULL SIDE PUSH SIDE 24 min. c E x 24 m n. � y NOTE, y = 54 IN MINIMUM NOTE 48 IN MIN. IF IF THE DOOR HAS A THE DOO S A CLOSER. CLOSER. (C) LATCH SIDE APPROACHES NOTE, ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. FINI514 NOTES I. ALL FINISHES TO BE SELECTED BY TENANT AND APPROVED BY OWNER. 2. COORDINATE AND VERIFY ALL FINISHES AND LOCATIONS WITH TENANT. 3. CONTRACTOR TO PROVIDE MATERIALS AND SAMPLES TO BE APPROVED BY OWNER AND TENANT PRIOR TO ORDERING. 4. ALL WALLS TO BE SANDED AND PRIMED PRIOR TO RECEIVING PAINT. 5. ALL WALLS TO BE PAINTED SHALL RECEIVE (2) TWO COATS MIN. OF LATEX PAINT, OR MORE AS REQUIRED FOR COMPLETE COVERAGE, IN A LOW LUSTER FINISH COLOR OVER (1) COAT PRIMER OF SIMILAR COLOR. 6. ALL HM DOOR AND/OR WINDOW FRAMES SHALL RECEIVE (2) COATS OF SPECIFIED OIL -BASED ENAMEL (P-2) OVER (1) COAT FACTORY PRIMER. 7. MEZZANINE TO RECEIVE NO NEW FLOOR FINISH. EXISTING TO REMAIN. 8. DOORS - ALL EXISTING INTERIOR DOORS TO RECEIVE NEW FINISH IN AREA OF WORK. DOOR AND 14AP-DXVARE COMPLIANCE NOTES I. ALL DOORS OVER 7'-0" A.F.F. SHALL HAVE 2 PAIR BUTT HINGES. 2. HANDLES, PULLS, LATHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT -PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. 3. HARDWARE REQUIRED FOR ACCESIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48 INCHES ABOVE FINISHED FLOOR. 4. BOTH SIDES OF ALL DOORS SHALL HAVE THE SAME ELEVATION WITH NO MORE THEN 1/2" DIFFERENCE ON EITHER SIDE. 5. THE FORCES REQUIRED TO FULLY OPEN FIRE -RATED (LABELED) DOORS SHALL NOT EXCEED A 15 LBF TO RELEASE THE LATCH, A 30 LBF TO SET THE DOOR IN MOTION AND A 15 LBF TO OPEN THE DOOR TO THE MINIMUM REQUIRED WIDTH. THESE FORCES BEING APPLIED TO THE LATCH STILE. 6. EXTERIOR SWINGING DOORS SHALL BE OPENABLE BY A FORCE OF NOT MORE THAN 8.5 POUNDS APPLIED TO THE LATCH STILE. 7. PROVIDE BUILDING STANDARD DOOR STOPS, HINGES AND SILENCERS AT ALL DOORS. 8. NON -RATED INTERIOR SWINGING DOORS SHALL BE OPENABLE BY A FORCE OF NOT MORE THAN FIVE (5) POUNDS APPLIED TO THE LATCH STILE. C14ANC4E IN LEVEL COMPLIANCE I. CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. 2. CHANGES IN LEVEL BETWEEN 1/4 INCH NIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 3. A CHANGE IN LEVEL OF 1/2 INCH IS PERMITTED TO BE 1/4 INCH VERTICAL PLUS 1/4 INCH BEVELED, HOWEVER, IN NO CASE MAY THE COMBINED CHANGE IN LEVEL EXCEED 1/2 INCH. CHANGES IN LEVEL EXCEEDING 1/2 INCH MUST COMPLY WITH RAMPS OR CURB RAMPS REQUIREMENTS PER THE MOST CURRENT ACCESSIBILITY CODE. FINI514 MATERIAL COMPLIANCE NOTES I. ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE, SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84 AND SHALL COMPLY WITH CLASS B INTERIOR FINISH WITH FLAME SPREAD 26-75, AND SMOKE DEVELOPED 0-450. EXCEPT AS NOTED BELOW. 2. ALL EXPOSED WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A SPECIES OTHER THAN PINE AND IN NO CASE SHALL THE FLAME SPREAD CLASSIFICATION EXCEED 200 AND SMOKE DEVELOPED 0-450, AS A CLASS ' C' INTERIOR FINISH MATERIAL. 3. MATERIALS LESS THAN 1/28 INCH THICK WHICH ARE CEMENTED TO THE SUBSTRATE WHICH HAVE FLAME SPREAD CHARACTERISTICS NO GREATER THAN PAPER OF 1/28 INCH THICKNESS DO NOT HAVE TO BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. 4. MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE WHEN APPLIED TO WALL OR CEILING SHALL MEET THE REQUIREMENTS OF A CLASS 'A' INTERIOR FINISH. 5. INTERIOR FINISH MATERIAL SHALL BE CEMENTED OR OTHERWISE FASTENED IN PLACE SO THAT THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURES OF 300 DEGREES F. FOR 25 MINUTES. 6. FLOORING MATERIALS SHALL HAVE A MINIMUM OF CLASS II INTERIOR FLOOR FINISH RATING AS CLASSIFIED IN ACCORDANCE WITH NFPA 7. CARPET INCLUDING PAD, WHEN SPECIFIED, SHALL COMPLY WITH CLASS II INTERIOR FINISH REQUIREMENTS NOTED ABOVE. 8. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD, OR BACKING, OR NO CUSHION OR PAD, AND HAVE A LEVEL LOOP TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH, EXPOSED EDGES OR CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE A TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303 CHANGES IN LEVEL SECTION OF THE FLORIDA BUILDING CODE, ACCESSIBILITY. 9. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRM, SHALL HAVE A SLIP RESISTANT FINISH, AND SHALL COMPLY WITH 302 FLOOR OR GROUND SURFACES AND 303 CHANGES IN LEVEL OF THE FLORIDA BUILDING CODE, ACCESSIBILITY. FARMER ARCHITECTURE Daniel H, Farmer, AJA License # AR1 7 0 941 Lake Baldwin Lane Orlando, ndo, L 32814 321.4413320 .lUz 3 A 2020 U 0 O 0� CL O M "' Z 0r) L � O � p � O � _j G Q z-JI w Q ra PLUMBING NOTES FIXTURE SCHEDULE: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT PROVIDE FIXTURES AS LISTED BELOW OR EQUAL FROM THE FOLLOWING ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND MANUFACTURES: ORDINANCES. AMERICAN STANDARD, KOHLER, ELJER, SLOAN, ZURN, CHICAGO FAUCETS, T&S, SPERZEL, OLSONITE, JOSAM, ACORN, ELKAY, HALSEY TAILOR, RHEEM, 2. ALL MATERIALS SHALL BE NEW. LOCHINVAR, A.O. SMITH, WADE, SMITH. MODEL NUMBERS SHOWN ARE FOR BASE UNIT ONLY, CONTRACTOR IS RESPONSIBLE FOR PRICING AND ORDERING UNIT 3. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING WITH ALL OPTIONS AND ACCESSORIES LISTED. CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. S1 ADA SINK SINGLE BOWL ELKAY LRAD-1722 4. REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR 8" CENTERS, 8" SPOUT, 4" LEVER HANDLE CHICAGO 201-317 FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK. S2 ADA SINK DOUBLE BOWL ELKAY LRAD-3319 5-1/2" BOWL DEPTH 5. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, 8" CENTERS, 8" SPOUT, 4" LEVER HANDLE CHICAGO 201-317 INSPECTION AND TESTS. WHA WATER HAMMER ARRESTER SMITH 5000 SERIES 6. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. TP TRAP SEAL PRIMER VALVE JOSAM 88250 7. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO FD1 FLOOR DRAIN — ROUND, FLAT STRAINER JOSAM 30000—A AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. FCO FLOOR CLEANOUT, ADJUSTABLE COLLAR, JOSAM 58370A-2 8. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP BRONZE TOP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE WCO WALL CLEANOUT, ROUND STAINLESS STEEL WALL JOSAM 58600 COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE ACCESS COVER WITH SCREW REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. IH INSTANTANEOUS WATER HEATER EEMAX SPEX8208TML 8.3 KW, 0 208/1 VAC, MULTI —LAV, 1 9. PROVIDE SUBMITTALS IN PDF FORMAT FOR REVIEW BY 0.2 GPM TURN ON, SET FOR 115 DEG MAX ARCH/ENGR PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS. SUBMITTALS SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY SH ADA SHOWER CONTRACTOR. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING PRESSURE BALANCING SHOWER VALVE CHICAGO SH—PB1-11-23 ALL SCHEDULED INFORMATION. ANY EQUIPMENT OR MATERIALS WALL SPOUT INSTALLED WITHOUT REVIEWED SUBMITTALS SHALL BE REMOVED AND HAND HELD SHOWER, 69" FLEXIBLE STAINLESS STEEL REINSTALL AT ARCH/ENGR DISCRETION WITH NO ADDITIONAL STEEL HOSE, WALL BRACKET, AND 24" SLIDE COMPENSATION TO CONTRACTOR. BAR WITH SLIDE BRACKET MOUNT CONTROLS AND SPRAY HEAD 10. PROVIDE 2 SETS ( PLUS PDF COPY) OF MAINTENANCE AND PER F. A. C. B. C. F I G 37(a ) OPERATION MANUALS ON ALL MECHANICAL EQUIPMENT OR SYSTEMS. FLOOR DRAIN JOSAM 3000—A, 11, VERIFY LOCATION, SIZE, DRAINAGE SLOPES, AND INVERTS OF WB WATER OUTLET BOX GUY GRAY ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 1/2" SWEAT QTR TURN WITH HAMMER ARRESTER MIB12SHA ADVISE ENGINEER OF ANY DISCREPANCIES. XIH EXISTING INSTA—HOT 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE CONTROL VALVES AND ACCESS PANELS. XWC EXISTING WATER CLOSET 13. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL XUR EXISTING URINAL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. XL EXISTING LAVATORY 14, ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD (HAIR FELT LINING) SUPER STRUT MODEL C/15/16. XDF EXISTING DRINKING FOUNTAIN FILL VOIDS BETWEEN PIPE & WALL/FLOOR SLEEVES WITH FIRE RATED FOAM. XEWH EXISTING ELEC WATER HEATER 15. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS XFD EXISTING FLOOR DRAIN PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING. ALL ACCESS PANELS MUST MATCH THE FINISH OF THE WALL IN WHICH IT XECO EXISTING EXTERIOR CLEANOUT IS INSTALLED. 16. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL EQUIPMENT ROOMS. 17. ALL HOT WATER PIPES, DRAIN PIPING, AND SHARP EDGES, UNDER SINKS SHALL BE WRAPPED AND INSULATED WITH HANDI—SHIELD WRAP OR EQUAL. 18. INSULATE ALL HOT WATER AND RECIRCULATING LINES WITH — 1" THICK FIBERGLASS OR ARMAFLEX. 19. WATER PIPING SHALL BE TYPE "L" COPPER ABOVE GROUND AND TYPE "K" BELOW GROUND. 20. SANITARY DRAIN, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC—DWV PIPE AND FITTINGS WITH NSF SEAL OF APPROVAL, ASTM D2665-82 (PVC) AND ASTM D2661-84 (DWV), AS MANUFACTURED BY G.S.R., CHARLOTTE PLASTIC PIPE & FOUNDRY CO., OR EQUAL. MAKE PVC JOINTS WITH PVC—DWV SOLVENT CEMENT, ASTM D2564-88 "UNI—WELD" 1200 UP TO 6" PIPE DIAMETER. 21. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BID. @ BLDG #1 FLOOR PLAN - PLUMBING Izz d111 2 Z �� ma O W O( R I,Oz .6 IN w_ W Y W IL DATE: 07/31 /20 0.26 W n' PROJECT:. 20027/YO037 z F DRAWN: KG ♦♦ <go CHECKED: DWG r^/ � W � V/ Q M (� W r V 1000 BUILDING #1 PLUMBING BLDG#2 FLOOR PLAN -PLUMBING 3/4" HWRP o 1" XEWH 1/2- SH '/2" TP I vo / c SH 1 i 1 /2„�/ L1 TP WAT WB 3/4» py1 S1 , < 1 /2' WB AT H S1 1 /2" AH 1 /2$ WB T BLDG#2 MEZZANINE PLAN - PLUMBING 2" VTR r2" FCO 13S- 2" 209 U z — 3" O i 66 z O W J Q O W W z Baldwin941 Lake Orlando, Q Q J LO 0 O z O U r- O U) J ER T Y SH— 0 L1 SH WCO L` 3 3"FD1 3" W 00115 C)o» „ TP 2 EXIST W �M� DATE: 07/31 /20 4" 3" 5 c 4 6 PROJECT: 20027NO037 �� z DRAWN: KG s ` �� W dga CHECKED: DWG 3., • ` • `` X C0 /n ` Eon, V 1 W a �Z 0 M ` '�Y a.. ISOMETRIC � W .., .,,:i . 11 1 1V 1 amLoiNcm PLUMBING HVAC KEYED NOTES: ® ---� 1. REMOVE EXISTING GRILLE AND BRANCH DUCT, CAP TRUNK DUCT AS REQUIRED FOR A LEAK FREE SYSTEM. 2. EXISTING GRILLE TO REMAIN. IF EXISTING GRILLE OR BRANCH DUCT IS SMALLER THAN SIZE INDICATED, REPLACE WITH SIZE SHOWN. BALANCE FOR CFM INDICATED. CONTRACTOR SHALL VERIFY EXISTING FLEX DUCT AND GRILLES MEET THE FOLLOWING MINIMUM SIZES FOR CFM LISTED. 6"RND 100 CFM MAX, 8"RND 200 CFM MAX, 10" RND 275 CFM MAX, 12" RND 400 CFM MAX. "ETR" I INDICATED EXISTING TO REMAIN THEREFORE NO NEW BALANCE WORK IS REQUIRED. CLEAN AND OR PAINT EXISTING GRILLE AS REQUIRED FOR AS NEW LOOK. 3. RELOCATE EXISTING GRILLE. EXTEND OR REPLACE BRANCH DUCT AS REQUIRED. IF EXISTING GRILLE OR BRANCH DUCT IS SMALLER THAN SIZE INDICATED, REPLACE WITH SIZE SHOWN. BALANCE FOR CFM INDICATED. CONTRACTOR SHALL VERIFY EXISTING FLEX DUCT AND GRILLES MEET THE FOLLOWING MINIMUM SIZES FOR CFM LISTED. 6"RND 100 CFM MAX, 8"RND 200 CFM MAX, 10"RND 275 CFM MAX, 12-RND 400 CFM MAX. CLEAN AND OR PAINT EXISTING GRILLE AS REQUIRED FOR AS NEW LOOK. 4. PROVIDE NEW GRILLE AND DUCTWORK AS SHOWN. BALANCE FOR CFM INDICATED. _I++ 5. EXISTING T-STAT TO REMAIN. VERIFY STAT IS CONNECTED TO EQUIPMENT NOTED, AND IS IN PROPER WORKING ORDER. REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. 6. RELOCATE EXISTING T-STAT. VERIFY STAT IS CONNECTED TO EQUIPMENT NOTED, AND IS IN PROPER WORKING ORDER. REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. 7. EXISTING VAV ZONE DAMPER TO REMAIN. CONTRACTOR SHALL I INSPECT AND SERVICE TO INSURE FIRST CLASS OPERATION. ADJUST MAX CFM TO SUM OF SUPPLY DIFFUSERS CONNECTED TO IT. ` CONTRACTOR SHALL VERIFY WITH MANUFACTURE BOX SIZE CAN MEET CFM'S REQUIRED. REPORT ANY DEFICIENCIES TO ARCHITECT AND ENGINEER. PROVIDE ACCESS DOORS AS NECESSARY FOR SERVICING. ADVISE ARCHITECT/ENGINEER IF BOX NEEDS TO BE RELOCATED FOR SERVICING. UPDATE LANDLORDS EMS GRAPHICS TO DEPIC ANY ZONE AND SETTING CHANGES. EMS SYSTEM SHALL BE UPDATED BY LANDLORDS APPROVED SUBCONTRACTOR. 8. EXISTING 15 TON VAV SPLIT SYSTEM TO REMAIN. i CONTRACTOR SHALL INSPECT AND SERVICE TO INSURE FIRST CLASS OPERATION AND THAT ALL CONTROLS, HOTGAS BYPASS, VFD, STATIC ®r-------- i r---------� 8 000011, �� vim;1 U 11,01 �,� .�� .�� 1-2 L--__—___J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T T - . PRESSURE SENSOR, FREEZE CONTROL ARE WORKING FOR A FULLY �( Ali`-' '■------------------------------- ------ --1------•••-------------'t------------------------------------------------ I s ------- LIT, �_!1 FUNCTIONAL VAV OPERATION. REPORT ANY DEFICIENCIES TO _ ARCHITECT AND ENGINEER. PROVIDE ACCESS DOORS AS NECESSARY . ----- -------------_---•_•-•--- I A�H I FOR SERVICING. ADVISE ARCHITECT/ENGINEER IF AHU NEEDS TO ( '� ~� BE RELOCATED FOR SERVICING. UPDATE LANDLORDS EMS GRAPHICS ' g TO DEP I C ANY ZONE AND SETTING CHANGES. EMS SYSTEM SHALL BE _ - I Ik- '� 1 - - - - - - - - - - V __ UPDATED BY LANDLORDS APPROVED SUBCONTRACTOR. __ "� .0-�i.� 9. EXISTING 3 TON GROUND MOUNTED PACKAGE UNIT TO REMAIN. `. CONTRACTOR SHALL INSPECT AND SERVICE TO INSURE FIRST CLASS OPERATION AND THAT ALL CONTROLS ARE WORKING. REPORT ANY -! (I DEFICIENCIES TO ARCHITECT AND ENGINEER. I I I 10. EXISTING EXHAUST FAN TO REMAIN. CONTRACTOR SHALL INSPECT AND SERVICE TO INSURE FIRST CLASS OPERATION AND ' THAT ALL CONTROLS ARE WORKING. REPORT ANY DEFICIENCIES TO ARCHITECT AND ENGINEER. I I I I I ;ice Ig I IF si r BLDG #1 FLOOR PLAN — HVAC NOKTH SCALE: 1/8 =1 —0 � —1 ■ FYI i ----4 - Al --- � ----- -- �---_ __-- --- f�1175 I 175 L,: 175 L+j i 7-- Frrs'; 02 WORK + ARL 02 F7K� + 02 i�7K' .7 1751�'�� 05 10 �_--- ------- HVAC LEGEND ® SMOKE DETECTOR 0 THERMOSTAT MOTORIZED DAMPER Ci3 KEYED NOTE: iF EQUIPMENT TAG: (ex. EF-1) SUPPLY AIR DIRECTION -M� RETURN AIR DIRECTION UNDER CUT DOOR uC 1" MIN UNLESS INDICATED r INDICATES SUPPLY AIR 21 INDICATES RETURN AIR E INDICATES EXHAUST AIR GRILLE MARKER: INDICATES 13 12 TYPE "CD" GRILLE WITH 12"X12" NECK, BALANCE FOR 300 CFM. SUPPLY AIR GRILLE IN T-BAR D�l CEILING SEE ARCHITECT'S REFLECTIVE CEILING PLAN SUPPLY AIR GRILLE SURFACE ® MOUNTED INTO CEILING TILE OR DRYWALL CEILING. ED WALL CAP FLEXIBLE DUCT: SIZE TO MATCH DIFFUSER NECK SIZE, UNLESS OTHERWISE INDICATED. FLEX DUCT COLLAR W/OBD —T— SPLITTER DAMPER 45 DEG TAP WITH DAMPER DUCT TRANSITION OPPOSED BLADE DAMPER (OBD) 1 FIRE DAMPER WITH ACCESS DOOR EXISTING DUCTWORK TO REMAIN. ■�■■■■ SEAL ALL EXISTING DUCTWORK AS REQUIRED FOR A LEAK FREE SYSTEM. EXISTING FLEXDUCT TO REMAIN F7Y� EXISTING GRILL OR DIFFUSER L' TO REMAIN OR BE RELOCATED EXISTING EQUIPMENT TO REMAIN OR BE RELOCATED IF NOTED. -' ■X■■X■ EXISTING DUCTWORK TO BE REMOVED - EXISTING FLEXDUCT TO BE REMOVED EXISTING GRILL OR DIFFUSER - TO BE REMOVED EXISTING VAV BOX TO BE REMOVED. 1_I CAP ANY PNEUMATIC LINES SERVING BOX. THE FOLLOWING ABBREVIATIONS INDICATES: E EXISTING R RELOCATE CO CLEANOUT CFM CUBIC FEET PER MINUTE UON UNLESS OTHERWISE NOTED AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE NTS NOT TO SCALE NIC NOT IN CONTRACT CONSULTANT: V U D 0 0 0 C:) IT _I U-) oM � M Z L 0 0 — p: Q L.L.. a- 00 LJJ � ILL Q � C6 Z J J = 0 0 CF) EL ~ r W z ---� v- N REVISIONS dM �o z� Q z$ im V ^S% MF� Z Fr5o W 0. -C W M DATE: 07/31 /20 W o46 PROJECT: 20027NO037 Z DRAWN: �g< CHECKED: VJ v aWIc v♦ Z M IL I` t� w V 1.00 BUILDING #1 HVAC BLDG*2 FLOOR PLAN — HVAC HVAC KEYED NOTES: 1. EXISTING GRILLE TO REMAIN. IF EXISTING GRILLE OR 4. RELOCATE EXISTING T-STAT. VERIFY STAT IS CONNECTED TO BRANCH DUCT IS SMALLER THAN SIZE INDICATED, REPLACE WITH EQUIPMENT NOTED, AND IS IN PROPER WORKING ORDER. REPORT SIZE SHOWN. BALANCE FOR CFM INDICATED. CONTRACTOR SHALL ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. VERIFY EXISTING FLEX DUCT AND GRILLES MEET THE FOLLOWING MINIMUM SIZES FOR CFM LISTED. 6"RND 100 CFM MAX, 8"RND 200 5. PROVIDE AN 10" RND OUTSIDE AIR DUCT TO WALLCAP. CFM MAX, 10"RND 275 CFM MAX, 12"RND 400 CFM MAX. "ETR" PROVIDE A NORMALLY CLOSED MOTORIZED DAMPER INTERLOCKED INDICATED EXISTING TO REMAIN THEREFORE NO NEW BALANCE WORK WITH IT'S AHU TO OPEN WHEN THE COMPRESSOR OR HEATER IS IN IS REQUIRED. CLEAN AND OR PAINT EXISTING GRILLE AS OPERATION. REQUIRED FOR AS NEW LOOK. 6. EXISTING 3.5 TON SPLIT SYSTEM TO REMAIN. CONTRACTOR 2. RELOCATE EXISTING GRILLE. EXTEND OR REPLACE BRANCH SHALL INSPECT AND SERVICE TO INSURE FIRST CLASS OPERATION DUCT AS REQUIRED. IF EXISTING GRILLE OR BRANCH DUCT IS AND THAT ALL CONTROLS ARE WORKING FOR A FULLY FUNCTIONAL. SMALLER THAN SIZE INDICATED, REPLACE WITH SIZE SHOWN. REPORT ANY DEFICIENCIES TO ARCHITECT AND ENGINEER. BALANCE FOR CFM INDICATED. CONTRACTOR SHALL VERIFY EXISTING FLEX DUCT AND GRILLES MEET THE FOLLOWING MINIMUM SIZES FOR CFM LISTED. 6" RND 100 CFM MAX, 8" RND 200 CFM MAX, 10" RND 275 CFM MAX, 12" RND 400 CFM MAX. CLEAN AND OR PAINT EXISTING GRILLE AS REQUIRED FOR AS NEW LOOK. 3. PROVIDE NEW GRILLE AND DUCTWORK AS SHOWN. BALANCE FOR CFM INDICATED. T BLDG#2 MEZZANINE PLAN - HVAC wx r 0 L FARMER ARCHI-FECTURE Daniel H, Farme(A.I.A. License # ARIL0750 Orlando,941 Lake Baldwin Lane PF CONSULTANT: m U) z 0 �® 0 < O �-j �LL W � w J o= 0 1- 0) _ f Z J N mi mol BUILDING #2 HVAC SPLIT SYSTEM SCHEDULE MARK AH/CU: 1-3 AH/CU: 2-2 AH/CU-2-3 SYSTEM TYPE CLG/ELEC HTG CLG/ELEC HTG CLG/ELEC HTG AREA SERVED SEE PLANS SEE PLANS SEE PLANS 410A 410A 410A AIR HANDLER DATA: MANUFACTURER MITSUBISHI TRANE TRANE MODEL NO. MSY-D36 TEMSAOC60 TEM4AOC48 WEIGHT (LBS) 40 185 160 CABINET TYPE (VERT/HORIZ) WALL MOUNTED SEE PLANS SEE PLANS CFM TOTAL 350-798 1600 1280 CFM O.A. - SEE OA SCHED SEE OA SCHED E. S. P. ( " W. G. ) - .75 .75 H. P. /F. L. A. 175 WATTS/. 76 . 75/6. 8 . 75/6. 0 RPM ( SPEED) 4 SPEED ( HIGH) ( HIGH) ELECTRIC HEATER KW --- 7.2 7.2 HEATER STAGES --- 1 1 HEAT LOCATION (DUCT/INT.) --- INTERNAL INTERNAL VOLTAGE (V/PH/60) 208/1/60 208/1/60 208/1/60 POWER CONN. (SINGLE/MULTI) FROM CU SINGLE SINGLE MAX FUSE 60 60 CONDENSING UNIT DATA: MANUFACTURER MITSUBISHI TRANE TRANE MODEL NO. MUY-D36 4TTR6060 4TTR4048 WEIGHT (LBS) 126 280 220 COMP. QTY 1 1 1 COMP. R. L. A. EA. 15.0 23,7 18.5 COMP. L. R. A. EA. 20.0 152.5 124 TY CONDQFAN H. P. ( EA) 214 WATTS 1 /5 1 /5 COND FAN F. L. A. ( EA) 93 1.05 1.05 VOLTAGE (V/PH/60) 208/1/60 208/1/60 208/1/60 MCA 21.0 32 24 MAX FUSE 25 50 40 DIMEN 33X13X34 51x36x39 30x38x35 SYSTEM DATA 95 DEG F AMB : TOTAL COOLING (TMBH) 34.6 58.0 47.5 SENSIBLE CAPACITY (SMBH 21.5 41.3 33.8 ENT. A I R TEMP. (F) (DB WB 80/67 80/67 80 67 COMPRESSOR STAGES S%� 28%-100% 0/100 0/100 HEATPUMP CAPACITY (MBH) - N/A N/A A. R. I . SYSTEM EFFICIENCIES: SEER HSPF 15. 1/- 15.25/- 14. 5/- EER IPLV/COP -/-/- 12.75/-/- 12.0/-/- REMARKS: SEE BELOW SEE BELOW SEE BELOW SPLIT SYSTEM NOTES: 1. SELECTION BASED ON TRANE, PROVIDE TRANS, CARRIER OR APPROVED EQUAL. 2. ALL UNITS MUST BE UL LISTED AND ARI CERTIFIED. 3. PROVIDE LIQUID LINE FILTER -DRYER SIGHT -GLASS AND SOLENOID VALVE. 4. PROVIDE SERVICE VALVES ON SUCTION AND LIQUID LINES. 5. PROVIDE ONE YEAR WARRANTY ON UNIT, 5 YEAR WARRANTY ON COMPRESSOR. 6. PROVIDE BUILT-IN FACTORY WIRED UL ELECTRIC HEATER W/HEATER CONTROL PACKAGE. 7. PROVIDE PROPER VIBRATION ISOLATION AS PER DRAWINGS AND SPECIFICATION, IF NOT SHOWN, AS PER MANUFACTURER'S RECOMMENDATION. 8. SIZE AND RUN COPPER REFRIGERANT PIPING AS PER MANUFACTURERS PUBLISHED RECOMMENDATIONS TO PROVIDE LISTED SENSIBLE AND TOTAL MBH. 9. PROVIDE AUX. DRAIN PAN AND A/C CONDENSATE DRAIN LINES WITH A TRAP AND CLEANOUT. 10. PROVIDE 3/8" THICK ARMAFLEX FIRE RETARDANT PIPING INSULATION ON A/C CONDENSATE LINES, 1/2" THICK ON REFRIGERANT SUCTION LINES 2-5/8" AND SMALLER, AND 3/4" ON ALL LINES LARGER THAN 2-5/8". PROVIDE AN ALUMINUM JACKET TO PROTECT THE INSULATION ON ALL PIPING OUTDOORS AND IN MECHANICAL ROOMS. OVERLAP END OF JACKET BY THREE INCHES AND SECURE WITH STAINLESS STEEL BANDING. 11. PROVIDE FILTER BOX AND TWO SETS OF 1" MERV 11, 60% FILTERS BY TRI-DIM ES60M THROW AWAY FILTERS (800 937-1450). 12. E. S. P. DOES NOT INCLUDE COIL OR CABINET LOSSES. 13. UNLESS OTHERWISE NOTED CAPACITIES AND EFFICIENCIES ARE AT ARI CONDITIONS: 14. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR ORDERING ANY EQUIPMENT. 15. SEE GENERAL, AIR CONDITIONING, DUCTWORK, AND COORDINATION NOTES FOR OTHER FIELD SUPPLIED ITEMS. 16. PROVIDE A/C UNITS WITH WIFI PROGRAMMABLE HEATING AND COOLING T-STAT WITH FAN ON -OFF -AUTO SWITCH. SET STAT FOR FAN IN AUTO MODE. FAN SHALL NOT RUN UNLESS THE COMPRESSOR OR HEATER IS ON. HONEYWELL 9000 SERIES OR EQUAL. 17. PROVIDE SINGLE POINT POWER ENTRY WITH INTERGAL CIRCUIT BREAKER. FAN SCHEDULE MARK EF: 2-4, 2-5 QUANITY 2 TYPE CEILING SERVICE SHOWER MANUFACTURE GREENHECK MODEL NO. SP-A110 WEIGHT 17 AIR DATA: C. F. M. 100 S. P. 125 RPM 900 B. H. P. ( WATTS) (29) TIP SPEED - SONES 1.2 MOTOR DATA: DRIVE DIRECT M( H. P. (WATTS) (29) VOLT-PH-HZ 277/1/60 REMARKS 1, 2, 3, 4 FAN NOTES 1. SELECTION BASED ON GREENHECK, PROVIDE EQUAL BY BROAN, PENN, LORAN COOK, OR ACME. 2. PROVIDE MOTOR STARTERS AND ALL ASSOCIATED CONTROLS ON ALL FANS. 3. PROVIDE BACK DRAFT DAMPER FOR ALL EXHAUST FANS. 4. SWITCH WITH LIGHT. GENERAL NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING OF A COMPLETE SERVICEABLE MECHANICAL SYSTEM. 2. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, THE LOCAL BUILDING CODE, PLANS AND SPECIFICATIONS. 3. ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED) AND ANY DAMAGED EQUIPMENT SHALL BE REPLACED. 4. CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, EQUIPMENT, PARTS AND LABOR, INSTALLED UNDER HIS CONTRACT, FOR A PERIOD OF ONE (1) YEAR AFTER C.O. 5. PROVIDE SUBMITTALS IN PDF FORMAT FOR REVIEW BY ARCH/ENGR PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS. SUBMITTALS SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY CONTRACTOR. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT REVIEWED SUBMITTALS SHALL BE REMOVED AND REINSTALL AT ARCH/ENGR DISCRETION WITH NO ADDITIONAL COMPENSATION TO CONTRACTOR. CONTRACTOR SHALL COORDINATE ALL ASPECTS OF HIS EQUIPMENT WITH ALL OTHER TRADES. 5. PROVIDE 2 SETS (PLUS PDF COPY) OF MAINTENANCE AND OPERATION MANUALS ON ALL MECHANICAL EQUIPMENT OR SYSTEMS. 7. ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING, AND WALL OPENINGS SHALL BE BY THE GENERAL CONTRACTOR. 8. ALL LOUVERS, GRILLES, PIPING, ETC. SHALL BE PAINTED TO MATCH SURROUNDING COLOR AND TEXTURES AS REQUIRED BY ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. 9. ALL OPENINGS IN BUILDING STRUCTURE, FOR DUCTWORK, PIPING, ETC. TO BE 1/2" LARGER (ON ALL SIDES) THEN THE OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE RETARDANT SILICONE (I.E. 3MT FIRE BARRIER SILICONE CARTRIDGE 2000+, .) . COORDINATION NOTES: 1. A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DRAWING WILL INCLUDE BEAM OR STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS. 2. WALL, ROOF, AND CEILING OPENINGS INDICATED ON CONTRACTOR DRAWINGS ARE NOMINAL DIMENSIONS ONLY AND ALL DUCT, PIPE OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND FIRE RATED AS REQUIRED, ADJUST OPENINGS 3. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH LIGHTS, SPRINKLERS AND ARCHITECTURAL ELEMENTS. 4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCES OCCUR. 5. IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR TO COORDINATE THESE AS REQUIRED. 6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT. ADVISE ENGINEER OF ANY DISCREPANCIES. MECHANICAL EQUIPMENT NOTES: 1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO FUNCTION PROPERLY. 2. MOUNT ALL WALL THERMOSTATS AT 48" AFF DUE TO ADA REQUIREMENTS. 3. INSTALL ALL EQUIPMENT TO COMPLY WITH THE MANUFACTURERS SPECIFICATIONS AND CLEARANCE REQUIREMENTS. 4. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 5. PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240 VOLT RATED AND 4' CLEARANCE IN FRONT OF ANY 277-480 VOLT RATED PANELS AND DISCONNECTS. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 6. PROVIDE IONIZATION TYPE AIR DUCT SMOKE DETECTORS WITH ACCESS DOORS, WHERE INDICATED ON PLANS. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURE, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHALL SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. CONNECT SMOKE DETECTOR TO BUILDING CENTRAL FIRE ALARM SYSTEM. THE ACTUATION OF A DUT SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AUDIBLE SUPERVISORY SIGNAL AT A CONSTANTLY ATTENDED LOCATION. IF THE BUILDING DOES NOT HAVE A CENTRAL FIRE ALARM SYSTEM, PROVIDE REMOTE ANNUNCIATOR/TEST STATION WITH VISIBLE AND AUDIBLE SIGNAL IN AN APPROVED LOCATION. (PER NFPA 90A CH 4-4. 4 AND FMC 606. 4. 1) . DUCT SMOKE DETECTOR SHALL BE "SYSTEM SENSOR" - DH400ACDCI WITH APA451 ANNUNCIATOR OR EQUAL. 7. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT, EXCEPT FANS USED FOR GREASE EXHAUST. 8. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS CALLED FOR IN THE SPECIFICATIONS OR DETAILS. IF NOT SPECIFIED, AS RECOMMENDED BY MANUFACTURER FOR QUIET AND VIBRATION FREE OPERATION. 9. PROVIDE A MIN. OF 10' CLEARANCE BETWEEN O/A INTAKES AND VTR OR EXHAUST OPENINGS. 10. HVAC CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL EQUIPMENT, AIR DEVICES, EXTRACTORS, DAMPERS, A/C UNITS, FANS, ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE PLANS OR SCHEDULES. T&B WORK SHALL INCLUDE ADJUSTING (OR REPLACING) PULLEYS AND DRIVE SETTINGS AS REQUIRED TO PROVIDE AIR FLOWS INDICATED. PROVIDE A WRITTEN T & B REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS. 11. RUN CONDENSATE DRAINS TO LANDSCAPE AREA. GRAVITY CONDENSATE DRAINS SHALL BE A MINIMUM OF 3/4" UP TO 10 TONS, 1" UP TO 25 TONS. SIZES ARE FOR TOTAL CONNECTED TONNAGE. CONDENSATE DRAINS SHALL BE SCHEDULE 40 PVC. INSULATE ALL CONDENSATE PIPING INSIDE THE BUILDING WITH 1/2" ARMAFLEX. 12. MOUNT ALL OUTDOOR EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS REQUIRED BY LOCAL CODES. 13. PROVIDE STRANDED COPPER CONTROL WIRING. 14. ALL PIPING AND DUCTWORK SHALL BE SLEEVED THRU WALLS, BEAMS, SLABS, ETC, AS REQUIRED AND COORDINATED WITH THE STRUCTURAL ENGINEER. PROVIDE NECESSARY TRANSITIONS AS REQUIRED FOR DUCTWORK INSTALLATION. 15. CONTRACTOR SHALL PROVIDE A COMPLETE PREVENTIVE MAINTENANCE FOR EXISTING UNITS. PREVENTIVE MAINTENANCE SHALL INCLUDE AS A MINIMUM, CLEANING EVAPORATOR COIL, CONDENSER COIL, AND CONDENSATE DRAIN PAN, CHECK REFRIGERANT PRESSURES, AND REPLACE FILTERS. 16. CONTRACTOR WILL PROTECT THE AIR-CONDITIONING UNITS AND DUCTWORK IN THE FOLLOWING MANNER FOR BOTH NEW AND EXISTING EQUIPMENT. PRE -FILTER ALL RETURN AIR GRILLES WITH ROLL TYPE FILTER MEDIA AND REPLACE IT AS NEEDED THROUGHOUT THE CONSTRUCTION PERIOD. EQUIPMENT MUST NOT BE STARTED FOR ANY PURPOSE UNTIL THE DRYWALL SANDING, ETC. IS COMPLETED. ONCE DRYWALL SANDING IS COMPLETED, THE UNITS MAY BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED. DUCTWORK & ACCESSORIES NOTES : 1. ALL DUCTWORK SHALL BE AS FOLLOWS OR APPROVED EQUAL: a) SUPPLY - MANVILLE SUPERDUCT 1-1/2" 3/4 LB FIBERGLASS DUCTBOARD R=6. 0. b) RETURN - MANVILLE SUPERDUCT 1-1/2" 3/4 LB FIBERGLASS DUCTBOARD R=6. 0. c) FLEX DUCT - THERMAFLEX G-KM R=6.0, UL-181 CLASS 1. d) ROUND SUPPLY AND RETURN BETWEEN TRUNKDUCT AND FLEXDUCT - (SNAPLOCK) GALVANIZED SHEET METAL, 28 GA MIN., WITH 2" -3/4 PSF R=6. 0 DUCT WRAP. e) O/A - GALV. SHEETMETAL, 28 GA MIN. W/ 1" 3/4 LB WRAP f) EXHAUST - GALV. SHEETMETAL 28 GA MINIMUM. 2. ASSEMBLE, INSTALL, AND SEAL DUCTWORK IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARD". UNLESS OTHERWISE NOTED ON PLANS CONSTRUCT DUCTWORK TO 2" DUCT CLASS, SEAL TO 100% CLOSURE. 3. SEAL ALL SHEETMETAL DUCTS JOINTS WITH RCD #8 MASTIC. 4. MAKE JOINTS FOR DUCT WRAP AND DUCTBOARD WITH GLASS FABRIC AND VAPOR BARRIER COATING TO 30 MILL DRY FILM THICKNESS, RCD #9. 5. CONTRACTOR SHALL PROTECT ALL FIBERGLASS INSULATION PRODUCTS FROM DAMAGE. INSULATION PRODUCTS SHALL NOT BE ALLOWED TO GET WET. INSULATION DAMAGED AS A RESULT OF MOISTURE, VANDALISM, OR CONSTRUCTION TRAFFIC SHALL BE REPLACED. 6. PROVIDE MANUFACTURES PREMOLDED INSULATION BLANKET (R=6 MIN) WHEN AVAILABLE. IF NOT AVAILABLE, INSULATE NECKS AND BELLS OF OF ALL SUPPLY AIR DIFFUSERS WITH 1-1/2" R=6.0 BLANKET INSULATION. SECURE INSULATION TO DIFFUSER NECK WITH STAINLESS STEEL DUCT CLAMPS. NYLON DRAWBANDS MAY BE USED IN NON PLENUM CEILINGS. 7. PROVIDE RUSK I N " D I BD2" TYPE "B" FIRE DAMPERS (UL 555 DYNAMIC RATING) WITH ACCESS DOORS WHERE INDICATED ON PLANS. 8. USE RADIUS RECTANGULAR FITTINGS OR TURNING VANES IN ALL SUPPLY DUCT ELBOWS, CONICAL BRANCH TAKE -OFFS, SPLITTER DAMPERS WHERE INDICATED ON DRAWINGS AND VOLUME CONTROL EXTRACTORS IN ALL BRANCH DUCTS OR DIFFUSER CONNECTIONS. USE YOUNG'S REGULATOR "YR 270-275" OR APPROVED EQUAL ON BRANCH VOLUME DAMPER ABOVE NON ACCESSABLE CEILING. 9. WALL CAPS SHALL BE "GREENHECK: EHV-550D" WALL LOUVER WITH A 18" PLENUM BOX BEHIND LOUVER, SLOPE BOTTOM OF PLENUM TOWARDS LOUVER. WALL CAPS SHALL BE SIZED AS FOLLOWS: a) 12X12 WALL CAP FOR 6" RND DUCT MAX. b) 18X12 WALL CAP FOR 8" RND DUCT MAX, c) 24X12 WALL CAP FOR 10" RND DUCT MAX. 10. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 11. PLANS ARE DIAGRAMMATIC. IN GENERAL DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR SHALL COORDINATE THESE AS REQUIRED WITH BUILDING STRUCTURE AND OTHER TRADES. 12. CONTRACTOR SHALL INSPECT AND MATCH EXISTING AIR DISTRIBUTION DEVICES FOR STYLE, FIRE RATING, AND PERFORMANCE PRIOR TO SUBMITTING OR ORDERING ANY MATERIALS. DESIGN IS BASED ON THE FOLLOWING "TITUS" MODELS. REPORT ANY DEFICIENCIES TO ARCHITECT AND ENGINEER. a) CD CEILING DIFFUSER MODEL TDCA-AA, TYPE 1 BORDER, ADJUSTABLE THROWS, WITH SQUARE OR ROUND NECK. PROVIDE 4- WAY ADJUSTABLE AIR PATTERNS UNLESS OTHERWISE SHOWN ON PLANS. b) PD PERFORATED DIFFUSER PAS. c) RAG PERFORATED AIR GRILLE PAR. d) TG TRANSFER AIR GRILLE MODEL PAR. SEAL: CONSULTANT: d M SA Z. o . (� w o Mho Z �r- �J, 10 IL W W DATE: t1713112© �� PROJECT: 200271Yo037 Z ° r. DRAWN: KG ELIgW CHECKED: DWG � W � z� Z M a;` < W V M2 oo HVAC NOTES AND \ I SCHEDULES RUN REFRIGERANT, CONDENSATE, POWER AND CONTROL LINES IN WALL. MOUNTING BRACKET (SEE MANUFACTURE INSTALATION FOR DETAILS). F_ m MOUNT BOTTOM OF AHU AT 6'-8" AFF UNLESS OTHERWISE NOTED. CONDENSATE PUMP WALL (SEE ARCH PLANS FOR TYPE) WALL MOUNTED AHU DETAIL N. T. S. AHU-WALL-MS2 NOTE: 1. ALL REFRIGERANT PIPE AND INSULATION SHALL BE INSTALLED SECTION BY SECTION AT THE SAME TIME AND IN CONJUNCTION WITH THE INSTALLATION OF THE PVC REFRIGERANT PIPE CHASE. 2. ALL REFRIGERANT PIPING INSTALLED IN THE PVC CHASE SHALL BE CAPPED AND PRESSURE TESTED ACCORDING TO SPECIFICATIONS PRIOR TO INSTALLATION OF CONCRETE SLAB. 3. ANCHOR CONDENSING UNIT TO CONCRETE SLAB AS FOLLOWS TO COMPLY WITH 140 MPH WIND LOADING. PROVIDE THREE 1-1/2" 16 GA GALV. STEEL STRAP AT EACH CORNER. SECURE STRAP TO UNIT WITH (2) 3/4"#14 SHEETMETAL SCREWS. SECURE STRAP TO CONCRETE SLAB WITH 1/4"DIA X 2-3/4" RED HEADS. HARD -DRAWN COPPER PIPE COVER REFRIGERANT PIPES. SEE DETAIL SEE NOTE #3 ELECTRICAL CONDUIT EXTERIOR WALL DE I --CONCRETE SLAB CONDENSING UNIT (TO BE INSTALLED ON 1" THICK NEOPRENE ISO- LATION PADS) CONDENSING UNIT PIPING DETAIL N. T. S. WRAP PLENUM BOX WITH 1-1/2". R=4.2 DUCT WRAP INSULATION. 20 GA GALVANIZED STEEL WALL SLEEVE AND PLENUM BOX. SEAL ALL JOINTS AND SEAMS WATER TIGHT. 1-1/2 BY 1-1/2 ANGLE FRAME WITH #10 S. S. SCREWS EVERY 6" 0. C. MOTORIZED DAMPER RUSK I N "CD 35" OUTSIDE AIR M DUCT —� FIN. CEILING SUPPLY AIR DUCT FLEXIBLE CONNECTION RETURN AIR DUCT AIR HANDLING UNIT RUN REFRIGERANT LINES FLEXIBLE C TO CONDENSING UNIT C CONNECTION ' C' CHANNEL SUPPORT AS REQ'D CONDENSATE PUMP PROVIDE FLOAT SWITCH IN FIN.FLOOR �'� R/A PLENUM 0 AUX DRAIN TO SHUT OFF AHU BASE IF DRAIN PAN OVERFLOWS. L —if2" DEEP GALV. DRAIN PAN 4" LARGER THAN CONDENSATE PUMP VIBRATION ISOLATION AND UNIT ON ALL 4 SIDES. jM3100 N. T. S. AIR HANDLING UNIT DETAIL 2 M3.00 SEE DUCTWORK AND ACCESSORIES NOTES FOR SPECIFICATION OF DUCT MATERIALS, FASTENING SYSTEM, AND SEALING METHODS. MIN. 4" HIGH VENT 2" MIN 4" MAX 2" SEE SPECIFICATIONS FOR PIPE TYPE AND INSULATION REQUIREMENTS A/C UNIT COIL CONDENSATE DRAIN PAN --- EXTEND CONDENSATE LINE FULL SIZE FROM UNIT CONDENSATE DRAIN CONNECTION (3/4" MINIMUM) CLEANOUT WITH THREADED PIPE CAP SUPF STRI mQr m 1 ur-n AIY 1 ROD,NUT & SUCTION LINE WASHER CONDENSATE TRAP DETAIL PIPE SUPPORT DETAIL N. T. S. N. T. S. NOTE: ALL STRAP SHALL BE A MINIMUM OF 1-1/2", 26 G GALVINIZED STEEL. HANGER WIRE SHALL BE A MINIMUM OF 22 GA. VOLTAGE TROL CONDUIT :NTATE PIPE ;ANT . I NE NEOPRENE JG MATERIAL TOPPER 1LVANIZED U) U D 0 O 0� J LO 0 m z 0 1 f�► a Yi Q� I O I J LL- J u F. z J z> 0 ®_ V W r i— .__I d- N PROVIDE NEOPRENE SHEETING FLANGED FRAME. BETWEEN LOUVER AND PLENUM M BOX. CONNECT W/S. S. SCREWS. /^� B I RDSCREEN `\•/ Z o �+ c m� SLOPE FOR DRAINAGE WHITE h.w GRILL CEILING �✓ M w• � N U. 0n N. CAULK WATER TIGHT ALL Z L6~I o AROUND LOUVER TYPICAL WALL CAP SPEED CO 4 ROLF (SOLID STATE) s W a. W DATE: 07131 /20 _ c946 PROJECT: 7 NOTES: 1. PROVIDE BACKDRAFT DAMPER Wf BIRDSCREEN 2002 /Y0037 2.- FLASH & SEAL WALL AND ROOF CAP Z o � a 3.- PROVIDE INTERNAL ISOLATION AND SOUND INSULATION ` w p WALL LOUVER 4.- SUPPORT FAN FROM STRUCTURE leg. CHECKED: DING WITH PLENUM BOX 9 CABINET CEILING FAN DETAIL 10 Z M a � 1, I N. T. S. M3.00 N. T. S. MaOO W V M3000 HVAC DETAILS EXTERIOR WALL SEE ARCH PLANS FOR CONSTRUCTION DETAIL. 1 TrIUAL NANUUVU STRAP AND SADDLE HANGING DETAIL NOTE: ALL STRAP SHALL BE A MINIMUM OF 1-1/2, 26 GA GALVINIZED STEEL. WITH A 8 FT MAXIMUM SPACING. METHODS OF HANGING d__ RIGID FIGERGLASS DUCTS N. T. S. ALUMINUM WALL LOUVER WITH 1-1/2" TYPICAL ROOF CAP INSULATED PLENUM BOX HANGER WIRE OR STRAP 5' -0" MAX DISTANCE BETWEEN SUPPORTS. MAX. SAG 1 /2" PER FOOT OF SUPPORT SPACING. ��INSULATED DUCT SUPPORTS SHALL BE PROVIDED AL�TE FOR LOW CL.EAR/4NICE WITHIN 18" OF INTERMEDIATE FITTINGS AND BETWEEN N.T.S. MANUAL DAMPER SPIN -IN AINTERMEDIATE FITTINGS AND BENDS. RIGID AIR DUCT: SEE "METHODS OF 1-1/2" GALV. STEEL BAND HANGING DUCTS" CLAMP TO MATCH DUCT 6° SHEETMETAL EXTENSION COLLAR FOR 'REQUIREMENTS DIAMETER BLANKET INSULATION IANNEL WITH ZIP TIE DUCT INSULATED AROUND COLLAR — TAIL FLEXIBLE DUCT n26 GAUGE COLLAR UL-181 CLASS 1 FIN. CILINGAIR DIFFUSER � INSTALL STAINLESS STEEL DUCT CEILING TILE CLAMPS ON BOTH INNER AND OUTER JACKETS. SEAL INNER JACKET AIR SUSPENDED T-BAR TIGHT WITH MASTIC. NYLON DRAWBANDS CEILING GRID SUPPLY AIR GRILLE MAYBE USED IN NON PLENUM AREAS. 5 FLEXIBLE DUCT DETAIL N. T. S. ,. SUPPLY AIR GRILLE $ ,h M.a.00 WOO N. T. S.F.� VIBRATION HANGER SPRING TYPE W/NEOPRENE ISOLATOR 3/8" THREADED RODS SHEETMETAL DUCTWORK n e BLDG #1 FLOOR PLAN - POWER S DATA CU: 1-3 ELECTRICAL KEYED NOTES: 1. EXISTING ELECTRICAL DEVICE TO REMAIN. CONTRACTOR SHALL TRACE WIRING TO PANEL, LABLE DEVICE WITH CIRCUIT NUMBERS AND UPDATE PANEL SCHEDULE. 2. CONTRACTOR SHALL VERIFY EXISTING GFIC PROTECTION. PROVIDE IF NOT PROTCTED. 3. (ASHRAE 90.1 AUTOMATIC RECEPTACLE CONTROL) PROVIDE SWITCHED DUPLEX RECEPTACLE. CONNECT SWITCHED RECEPTACLE TO TIMECLOCK CONTROL VIA CONTACTOR. TIMECLOCK SHALL BE PROGRAMABLE 7 DAY, 24 HRS. SCHEDULE TIMECLOCKS ON DURING OCCUPIED HOURS. TIMECLOCKS SHALL HAVE 2 HOURS MAX MANUAL OVERRIDE SWITCH. 4. (ASHRAE 90.1 AUTOMATIC RECEPTACLE CONTROL) PROVIDE DUPLEX RECEPTACLE. CONNECT RECEPTACLES TO TIMECLOCK CONTROL VIA CONTACTOR. TIMECLOCK SHALL BE PROGRAMABL€ 7 DAY, 24 HRS. SCHEDULE TIMECLOCKS ON DURING OCCUPIED HOURS. TIMECLOCKS SHALL HAVE 2 HOURS MAX MANUAL OVERRIDE SWITCH. 5. PROVIDE 240 VAC, 40AMP NEMA RECEPTACLE. BRANCH WIRING SHALL BE (3) #8, 1 # 10 GND. —3/4" C. VERIFY RECEPTACLE LOCATION AND CONFIGURATION WITH OWNERS EQUIPMENT PRIOR TO INSTALLATION. PROVIDE NEW 40/2P BREAKER IN PANEL. 6. (AH/CU: 1-3) PROVIDE 30A/2P FUSIBLE DISCONNECT SWITCH AT UNIT (NEMA 3R) WITH DE FUSES SIZED PER EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH WIRING SHALL BE 2#10, 1 # 10 GND. —1 /2" C. PROVIDE WATER PROOF, GF I SERVICE RECEPTACLE AS INDICATED ON PLANS. GENERAL ELECTRICAL NOTES 1. THESE PLANS COMPLY WITH FBC C405.6.3, THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE SIZED FOR A MAXIMUM OF 5 PERCENT VOLTAGE DROP TOTAL. 2. ANY 120V CKT LONGER THAN 75 FEET, INCREASE TO #10 AWG. Orlando, M ®00�®ellrlrrgB'�® co co (0 LL U c)czz * s bo v '11a$$rrrrieaeoo0 U) U 0 0� 12L O J LO CY) i M b •M go o� ot�� 0q M Z. ZL6 F 10 x IL WILSO DATE: 07/31 /20 PROJECT: 200271YO037 Z of�� DRAWN: DG � g < CHECKED: RS 4WQi Z 2 W1 .00 BUILDING #1 POWER & DATA (D BLDG#2 FLOOR PLAN NKKM SCALE: 1/4"=1- -0" - POWER &DATA ELECTRICAL KEYED NOTES:(E 1. (AH: 2-2 & 2-3) CONNECT WIRING TO AHU' S 5. (I NSTA—HOT) PROVIDE J—BOX AT UNIT. FACTORY INSTALLED BREAKER. BRANCH WIRING SHALL COORDINATE EXACT LOCATION WITH PLUMBER. BE 2#6, 1#10 GND.—3/4"C. PROVIDE 40A/2P LOCKABLE BREAKER AT PANEL (NO SCREWS). BRANCH WIRING SHALL BE 2#8, 1#10 GND. 2. (CU: 2-2, 2-3) PROVIDE 60A/2P FUSIBLE —1/2-C. DISCONNECT SWITCH AT UNIT (NEMA 3R) WITH DE FUSES SIZED PER EQUIPMENT MANUFACTURES 6. (HWRP) MOUNT AT 60"AFF U. 0. N. COORDINATE RECOMMENDATIONS. BRANCH WIRING SHALL BE 2#8, EXACT LOCATION WITH PLUMBER PRIOR TO ROUGH —IN. 1 # 10 GND. —3/4" C. PROVIDE WATER PROOF, GF I SERVICE RECEPTACLE AS INDICATED ON PLANS. 3. (ASHRAE 90.1 AUTOMATIC RECEPTACLE CONTROL) PROVIDE DUPLEX RECEPTACLE. CONNECT RECEPTACLES TO TIMECLOCK CONTROL VIA CONTACTOR. TIMECLOCK SHALL BE PROGRAMABLE 7 DAY, 24 HRS. SCHEDULE TIMECLOCKS ON DURING OCCUPIED HOURS. TIMECLOCKS SHALL HAVE 2 HOURS MAX MANUAL OVERRIDE SWITCH. 4. (MICRO) PROVIDE 20 AMP 120 VOLT DEDICATED RECESSED RECEPTACLE 60" AFF. FIELD VERIFY EXACT LOCATION PRIOR TO INSTALLATION. BRANCH WIRING SHALL BE 2#12, 1#12 GND.—1/2"C. GENERAL ELECTRICAL NOTES 1. THESE PLANS COMPLY WITH FBC C405.6.3, THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE SIZED FOR A MAXIMUM OF 5 PERCENT VOLTAGE DROP TOTAL. 2. ANY 120V CKT LONGER THAN 75 FEET, INCREASE TO #10 AWG. m BLDG*2 MEZZANINE PLAN - POWER S DATA 1 /4" =1' —0" d Z A Orlando, ®�®®4®1ii1I 111^, •� • •�tii® 0���.. C"i co Q0 co • Z 1� ®•Lu ro � d Q do °eC 66 Z O Q O It w Z O J L0 o M ou')cl o� p0 �U Z -� J D O= � Cf? r r CD t W N I EXISTING 70-9 G M01 d UTILITY O � T ANSFOR E � 0�* CR M R C� M o EXISTING MDP—B z � � �J� E� �I EXISTING MDP—A � Y�< rTI E} EXISTING 75 KVA TRA , SFORMER w DATE: 07/31E20 o^cl PROJECT: 20027/YO037 EXISTING PNL— LA Z '9 DRAWN: D a F NEW 75 KVA TRANSEOR (�ER ♦R �g CHECKED: RS r (4 ,I .. v NEW 400A DISC W/225 FUSES Z . ki ■ � BUILDING #2 � PARTIAL B1DG#2 PLAN o POWER POWER&DATA NORTH SCALE: 1%16"=1' —0" e BLDG *1 FLOOR PLAN -LIGHTING NORTH SCALE: 1/8"=V-0" 4 , F-T-1 old's MOM 941 Lake Baldwin Lant Orlando, FL 32814 t 321.441.3320 % Lf < .0 u- Liu I C/) 0* d�g It d z (5 z m W W z z I 0 om � "k z 0 cc 0 ao ego ZLd 003 m n FF CONSULTANT: 0 z 0 0 R W I'- z DATE: PROJECT: DRAWN: CHECKED: Mt LO 0 z 0 cr) V— Ir- 0 ,I- W 0 LL -j W N 07/31120 20027NO037 DG RS 0 Wi_I E2.00 BUILDING #1 vl LIGHTING (D BLDG#2 FLOOR PLAN -LIGHTING T BLDG#2 MEZZANINE PLAN -LIGHTING jR M 4i n 'w MZ O 82 W a 0.15. m � M I V WO 0go W rx h0 Mn r� W V d Z a Orlando, FL 32814 ®� s 4 CO CD s e co r uj co co F � rrtpBQ'®®®� r CONSULTANT: U) U O ry am J 0 LO v M Z � Q O � pa 0 �J LL Q rn} H ? J �N DATE: PROJECT: DRAWN: CHECKED: 07/31 /20 20027NO037 DG RS 2001 BUILDING #2 LIGHTING ELECTRICAL SPECIFICATIONS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING OF A COMPLETE SERVICEABLE ELECTRICAL SYSTEM. 2. ALL ELECTRICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH THE 2014 EDITION OF THE NATIONAL ELECTRICAL CODE, ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, THE LOCAL BUILDING CODE, PLANS AND SPECIFICATIONS. 3. ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED) AND ANY DAMAGED EQUIPMENT SHALL BE REPLACED. 4. CONTRACTOR WILL WARRANTY ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 5. PROVIDE SUBMITTALS IN PDF FORMAT FOR REVIEW BY ARCH/ENGR PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS. SUBMITTALS SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY CONTRACTOR. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT REVIEWED SUBMITTALS SHALL BE REMOVED AND REINSTALL AT ARCH/ENGR DISCRETION WITH NO ADDITIONAL COMPENSATION TO CONTRACTOR. 6. PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS ON ALL ELECTRICAL EQUIPMENT OR SYSTEMS. 7. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. 8. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SERVICE REQUIREMENTS WITH POWER COMPANY PRIOR TO INSTALLING ANY EQUIPMENT. COORDINATION SHALL INCLUDE BUT NOT BE LIMITED TO, POWER CO. TRANSFORMER LOCATION, TRANSFORMER A. I . C. RATING, POWER METER TYPES, METER DISCONNECT REQUIRMENTS, AND EQUIPMENT INSTALLATION HEIGHT REQUIREMENTS. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG IN 1/2" CONDUIT, UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH THWN OR THHN INSULATION. SEPARATE WIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED WITH FACTORY FABRICATED ASSEMBLY OF INSULATED CONDUCTORS IN A FLEXIBLE METALLIC ENCLOSURE WHERE PERMITTED BY LOCAL CODES. 10. ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITES LABEL (U. L. ) WHERE APPLICABLE. 11. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 12. THE ELECTRICAL, TELEPHONE, AND CABLE TELEVISION INSTALLATIONS SHALL MEET ALL REQUIREMENTS BY THE LOCAL UTILITY COMPANIES. 13. ALL DISCONNECT SWITCHES SHALL BE RATED FOR 100,000 A.I.C. UNLESS OTHERWISE NOTED. ALL FUSES SHALL BE RATED FOR 200,000 A. I . C. AND SHALL BE CURRENT LIMITING. 14. ALL ELECTRICAL SWITCHGEAR SHALL BE BY SQUARE D, GE, OR SIEMENS. SUBSTITUTES MUST BE APPROVED BY THE ENGINEER. 15. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. PLASTIC BOXES MAY BE USED IN LIEU OF THE STEEL BOX WHERE PERMITTED BY LOCAL CODES. IN DAMP OR WET LOCATIONS BOXES SHALL BE MADE FROM CAST ALLOY WITH THREADED HUBS. SPECIAL ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS. USE "3M" MPP+ PUTTY PADS PER THEIR LISTING FOR ALL OUTLET BOXES IN 1 AND 2 HOUR RATED GYPSUM BOARD WALL ASSEMBLIES. 16. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH OVERLOAD RELAYS IN EACH HOT LEG. IT SHALL BE THE ELECTRICAL CONTRACTOR TO PROVIDE ALL STARTERS WHERE REQUIRED. 17. FURNISH AND INSTALL DISCONNECT SWITCHES, OVER CURRENT PROTECTION, AND WIRING FOR THE AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO BE SUPPLIED BY THE AIR CONDITIONING CONTRACTOR AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 18. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE ENGINEER OR ARCHITECT. ELECTRICAL LEGEND LIGHTING TROFFER - LETTER INDICATES TYPE ® EMERGENCY TROFFER - LETTER INDICATES TYPE Do DOWN LIGHTING FIXTURE - LETTER INDICATES TYPE Do EMERGENCY DOWN LIGHTING FIXTURE - LETTER INDICATES TYPE X 0 EMERGENCY EXIT LIGHT - LETTER INDICATES TYPE X/EM COMBINATION EMERGENCY EXIT LIGHT AND EMERGENCY LIGHTING UNIT- LETTER INDICATES TYPE EM I=� EMERGENCY LIGHTING UNIT - LETTER INDICATES TYPE $ SINGLE POLE TOGGLE SWITCH - MOUNT 48" AFF U.O.N. $3 THREE WAY SWITCH - MOUNT 48" AFF U. 0. N. $4 FOUR WAY SWITCH - MOUNTED 48" AFF U. 0. N. $a SINGLE POLE SWITCH - MOUNTED 48" AFF U. 0. N. LOWER CASE LETTER INDICATES CONTROL AREA INCANDESCENT DIMMER SWITCH - MOUNTED 48"AFF U.O.N. WATTAGE AS REQUIRED BY CIRCUIT CAPACITY WALL MOUNTED OCCUPANCY SENSOR ® PROVIDE WITH LIGHTING PACKAGE TO MATCH LIGHT TYPES MOUNT 48" AFF U. 0. N. ® CEILING MOUNTED OCCUPANCY SENSOR PROVIDE WITH LIGHTING PACKAGE TO MATCH LIGHT TYPES WALL MOUNTED OCCUPANCY SENSOR WITH DIMMER ® PROVIDE WITH LIGHTING PACKAGE TO MATCH LIGHT TYPES MOUNT 48" AFF U. 0. N. 0= DUPLEX RECEPTACLE - MOUNTED 18" AFF U.O.N. @= DUPLEX RECEPTACLE - MOUNTED 5" A.C.B. U.O.N. Q= SWITCHED DUPLEX RECEPTACLE - MOUNTED 18"AFF U.O.N. SWITCHED DUPLEX RECEPTACLE - MOUNTED 6" A. C. B. U.O.N. DOUBLE DUPLEX RECEPTACLE - MOUNTED 18" AFF U.O.N. DOUBLE DUPLEX RECEPTACLE - MOUNTED 6" A.C.B. U. 0. N. DUPLEX RECEPTACLE - MOUNTED FLUSH TO CEILING DUPLEX RECEPTACLE - IN FLOOR BOX WITH COVER, COVER TO BE FLUSH WITH FINISHED FLOOR a DOUBLE DUPLEX RECEPTACLE - IN FLOOR BOX WITH COVER, COVER TO BE FLUSH WITH FINISHED FLOOR ® SPECIAL PURPOSE OUTLET OR EQUIPMENT CONNECTION COMMUNICATIONS RACEWAY - MOUNTED 18" AFF U.O.N. d PROVIDE 2 GANG BOX WITH ONE GANG RING STUB 3/4" CONDUIT 6" ABOVE CEILING U.O.N. COMMUNICATIONS RACEWAY - MOUNTED 6" A.C.B. U.O.N. A PROVIDE 2 GANG BOX WITH ONE GANG RING STUB 3/4" CONDUIT 6" ABOVE CEILING U.O.N. COMMUNICATIONS RACEWAY - IN FLOOR BOX WITH COVER Q COVER TO BE FLUSH WITH FINISHED FLOOR STUB 3/4" CONDUIT 6" ABOVE CEILING U. O. N. �Q FIRE ALARM HORN AND STROBE, "34" INDICATES REQUIRED 34 EFFECTIVE INTENSITY (cd), IF NOT INDICATED OUTPUT IS "15" FIRE ALARM STROBE ONLY E] FIRE ALARM PULL STATION 0 JUNCTION BOX, MOUNT FLUSH TO FINISHED SURFACE U.O.N. MOTOR LEI DISCONNECT SWITCH 0 ELECTRICAL PANEL TBB TELEPHONE BACKBOARD W/#6 CU GND U.O.N. ( SIZE AS NOTED) ® KEYED NOTE (SEE LIST) SOLID LINE INDICATES EQUIPMENT ON COMMON BRANCH CIRCUIT AND/OR CONTROLLED BY COMMON SWITCH. EACH CIRCUIT SHALL CONSIST OF A PHASE CONDUCTOR, NEUTRAL AND GROUND CONDUCTOR. CONTRACTOR SHALL PROVIDE NECESSARY SWITCH LEGS IN CONDUIT TO ATTAIN SWITCHING ARRANGEMENTS INDICATED ON PLANS. CONTRACTOR MAY COMBINE CIRCUITS INTO COMMON HOMERUN(S) CONSISTING OF A COMMON NEUTRAL AND GROUND CONDUCTOR AND THREE PHASE CONDUCTORS (A, B, AND C PHASE) . DOTTED LINE INDICATES EQUIPMENT ON COMMON BRANCH CIRCUIT BUT NOT CONTROLLED BY SAME SWITCH OR OTHER SIMILAR DEVICE. THE FOLLOWING ABBREVIATIONS INDICATES: E EXISTING R RELOCATE RE/CKT REUSE EXISTING CIRCUIT C. L. CENTER LINE U. 0. N. UNLESS OTHERWISE NOTED G OR GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF IG ISOLATED GROUND NL NIGHT LIGHT C/T CURRENT TRANSFORMER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE A. C. B. ABOVE COUNTER BACKSPLASH BFG BELOW FINISHED GRADE N. T. S. NOT TO SCALE N. I. C. NOT IN CONTRACT U RECEPTACLE WITH (1) USB-A AND (1) USB-C OUTLET/CHARGER. NOTE: ALL MOUNTING HEIGHTS INDICATED ARE TO THE CENTERLINE OF THE DEVICE U.O.N. LIGHTING FIXTURE SCHEDULE MARK LAMP DATA DESCRIPTION FIXTURE MODEL NUMBER MOUNT VOLT NOTES QTY TYPE MANUFACTURER CATALOG NUMBER1 A INC 20W 24L 2X2 LED T-BAR LITHONIA CPANL 2X2 35K DIM RECESSED 277 AEN INC 20W 24L 2X2 LED T-BAR W/BATT-NL LITHONIA CPANL 2X2 35K DIM PS1055CP RECESSED 277 2,3 BES INC 20W 24L 2X2 LED T-BAR W/BATT LITHONIA CPANL 2X2 35K DIM PS1055CP RECESSED 277 2,5 B INC 32W 40L 2X4 LED T-BAR LITHONIA CPANL 2X4 35K DIM RECESSED 277 BEN INC 32W 40L 2X4 LED T-BAR W/BATT-NL LITHONIA CPANL 2X4 35K DIM PS1055CP RECESSED 277 2.3 BES INC 32W 40L 2X4 LED T-BAR W/BATT LITHONIA CPANL 2X4 35K DIM PS1055CP RECESSED 277 2,5 C 1 IOW/FT LED 12" COVE LIGHT TROV L35I12-10-277V SURFACE 277 D 1 16.3W LED 6" LED DOWNLIGHT-IC JUNO K22LEDG4-14LM-35K RECESSED 277 7 DEN 1 16.3W LED 6" LED DOWNLIGHT-IC WITH BATT JUNO K22LEDG4-14LM-35K-EM RECESSED 277 2,3,7 E EXISTING FIXTURE EXISTING 277 6 S 1 14.7W LED 6" LED SHOWER DOWNLIGHT GOTHAM EV06SH-35-15DFF-SOL-EZ1 RECESSED 277 7.8 X INC INC UNIVERSAL LED EMERGENCY EXIT LITHONIA LQMSW3REL UNIVERSAL 277 2.3 EM INC INC EMERGENCY BATTERY UNIT LITHONIA 6ELM2 UNIVERSAL 277 2,3,4 LIGHTING FIXTURE NOTES: 1. GENERAL SCHEDULE NOTES (APPLIES TO ALL FIXTURES): A) CONTRACTOR SHALL COORDINATE FIXTURE MOUNTING WITH ARCHITECTURAL REFLECTED CEILING PLAN(S) AND SHALL PROVIDE FIXTURE MOUNTING AS REQUIRED TO MATCH CEILING TYPE. B) ALL FIXTURES BALLAST SHALL BE HIGH POWER FACTOR TYPE. C) ALL FLUORESCENT BALLAST SHALL BE ENERGY SAVING TYPE. D) ALL ELECTRICAL FIXTURES MUST BE INDEPENDENTLY SUPPORTED OF CEILING GRID. LIGHT FIXTURES WEIGHTING LESS THAN 10 POUNDS SHALL HAVE AT LEAST ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. LIGHTS WEIGHTING MORE THAN 10 POUNDS SHALL HAVE AT LEAST TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE. E) CONTRACTOR SHALL PROVIDE AND INSTALL LIGHTING FIXTURE DISCONNECT MEANS IN ACCORDANCE WITH NEC-410.73(G). DISCONNECTING MEANS SHALL BE PROVIDED IN INDOOR LOCATIONS, OTHER THAN DWELLINGS AND ASSOCIATED ACCESSORY STRUCTURES, FOR FLUORESCENT LUMINARIES (FIXTURES) THAT UTILIZE DOUBLE ENDED LAMPS AND CONTAIN BALLAST(S) THAT CAN BE SERVICED IN PLACE OR BALLASTED LUMINARIES THAT ARE SUPPLIED FROM MULTIWIRE BRANCH CIRCUITS AND CONTAIN BALLAST(S) THAT CAN BE SERVICED IN PLACE SHALL HAVE A DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO EACH LUMINAIRE (FIXTURE), TO DISCONNECT SIMULTANEOUSLY FROM THE SOURCE OF SUPPLY ALL CONDUCTORS OF THE BALLAST, INCLUDING THE GROUNDED CONDUCTOR IF ANY. THE LINE SIDE TERMINALS OF THE DISCONNECTING MEANS SHALL BE GUARDED. THE DISCONNECTING MEANS SHALL BE LOCATED SO AS TO BE ACCESSIBLE TO QUALIFIED PERSONS BEFORE SERVICING OR MAINTAINING THE BALLAST. F) PROVIDE SUBMITTALS ON ALL FIXTURES. ANY FIXTURE INSTALLED WITHOUT SUBMITTAL APPROVAL IS SUBJECT TO BEING REPLACED WITH NO ADDITIONAL COMPENSATION TO CONTRACTOR. G) CONTRACTOR SHALL VERIFY EXISTING CEILING RATING PRIOR TO ORDERING ANY FIXTURES. REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. 2. FIXTURES TO BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY BACK-UP. 3. FIXTURES SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH CIRCUIT OF AREA SERVED (i.e. LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES). 4. FIXTURE TO BE WALL MOUNTED 7'-6" AFF TO TOP. 5. FIXTURES TO BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY BACK-UP. THE EMERGENCY BALLAST SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH CIRCUIT OF AREA SERVED (i.e, LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES). THE LIGHT FIXTURE IS TO BE COMPLETELY SWITCHED AND THE EMERGENCY BALLAST OPERATES ONLY IN THE EVENT OF A BRANCH CIRCUIT POWER FAILURE. 6. EXISTING FIXTURE TO BE CLEANED, RELAMPED, NEW BALLAST, AND NEW BATTERY AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. 7. IC RATED. 8. UL RATED FOR WET LOCATIONS. L F 0 VISUAL SIGNAL DEVICE ----- i NEW DEVICES NE HORN AND STROBE DUCT SMOKE DETECTOR, NOTIFIER EXISTING DEVICES FACP1 FIRE ALARM CONTROL PANEL EXISTING SMOKE DETECTOR, NOTIFIER F.A.C.P PULL STATION EXISL- d -J ING BUILDING TDEVICES FS FLOW SWITCH FIRE ALARM SYSTEM SHALL BE INSTALLED Q TAMPER SWITCH PER ALL LOCAL CODES. F.A.C.P-FI E ALARM CONTROL PANEL, FIRE BELL ADDRESSIBLE). NOTE: F. A. C. P. SHALL HAVE FAAP ANNUNCIATOR PANEL BATTERY BACKUP. FIRE ALARM RISER NTS FIRE ALARM SYSTEM REQUIREMENTS CONTRACTOR SHALL PROVIDE AND INSTALL NEW FIRE ALARM DEVICES AS SHOWN AND SHALL CONNECT ALL DEVICES TO THE EXISTING FIRE ALARM SYSTEM AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE FIRE ALARM SYSTEM AS REQUIRED BY GOVERNING STATE, NFPA AND LOCAL CODES. COMPLETE FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST GOVERNING EDITIONS OF NFPA 72 AND 101 AND THE FLORIDA BUILDING CODE. CONTRACTOR SHALL INCLUDE IN HIS BID ALL WORK NECESSARY TO PREPARE COMPLETE INSTALLATION DRAWINGS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AS NEEDED FOR BUILDING PERMIT AS REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE ALL WORK NECESSARY FOR EQUIPMENT BEING PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND OPERABLE SYSTEM. 941 Lake Baldwin Orlando, FL 32814 1 ®`®®®d®IIIIIIIIJO®o Co L •. :2 r coUJ O; Q a °F % J 9111P10®®®`0 U O am O V7 n M UM o Zo ao• oi� 0 w � C r� 1& U M�Z a Z_j�� o W 5 W IL owc W DATE: 07/31 /20 o 4 6 PROJECT: 20027NO037 Z N�g DRAWN: DG W g o CHECKED: RS W � Z M=g V LJJ 3mOO NOTES, LEGEND, -N%%O*,j AND LIGHT SCHEDULE ------� I I r------------------ I EXISTING "MDP" I EXISTING ;--------i---------I I I EXISTING "MB" I 800A MCB ( 3) #4/0 CU THWN 500A MCB (1) #4 CU GND IN 2-1/2" C. i 120/208/3PH EXISTING NEMA 1 i (2) SETS OF i i NEMA 1 I --------- ----a i ---- - (4) #250 MCM CU THWN I --------- I I (1) #2/0 CU GND 1----------r--------- 1 EACH SET IN A 2-1/2" C. r------------------- I I i---------- ----------i I , , EXISTING 150 KVA TRANS r--------�---------� " � T" i ---- --� r------------------� I I 225/3P I I 3PH/4W I I I I Cr-}---L--- I I ----a PRIM: 480 V I 1 I r ---------------- I I I I SECOND: 208Y/120V I I I--------a--I ; 300/3P I I L—j-----------------J 300------- 3P I / I I 9 I I 1�� L--------i--� I t--J 4— #2/0 CU, 3/4" C. I I L--------1--------J I I I —i— I I _- I -- - I PERL ------------------------------------------------------------------ NEC BLDG *1 PARTIAL ELECTRICAL RISER NTS a EXISTING ( 4) #350 CU jr-1 ( 1) #4 CU GNC I N 3" C. r-------- i ,EXISTING, PANEL , I "cot I I 100/3P I _ I Cry}--1 NEMA 1 L-------- J EXISTING ) #3 CU THWN 1) #8 CU GND IN 1-1/2 C. r-------- I ',EXISTING, , PANEL , ! "DP" ! EXISTING ( 4) #350 CU THWN ( 1) #4 CU GND IN 3" C. r--------� ,EXISTING', PANEL , 1 "E" I 277/480 3 PH C PANEL 'DP VOLTAGE: BUS RATING: MAINS: MOUNTING: A I.Q RATING 1201208V,3PK,4W 225 AMP 100A MCB SEE PLANS EYJSTING LOADS (WATTS) CKT C N PHASE C N CKT LOADS (WATTS) LOAD SERVED BRKR K O K O BRKR LOAD SERVED LTS RECPT MOTOR HEAT AMP1P A B C AMPIP LTS RECPT MOTOR HEAT T. T. payroll comp recept 720 e2011 1 - - 2 e2011 720 rw computer recept se computer recept 720 e2011 3 * - 4 e2011 720 n computer recept se center comp recept 720 e20M 5 - - * 6 e2011 720 a coputer recept se wa1 comp recept 720 e2011 7 * - - 8 e2011 720 sw computer recept 9 - - 10 e2011 720 sw computer recept 11 - 12 e3011 720 sw computer recept 13 * - - 14 4012 3000 EQUIPMENT 15 - * - 16 -- 3000 -- 17 - * 18 4012 3000 EQUIPM 13IT 19 * - - 20 -- 3000 --_ 21 - * - 22 4012 3000 EQUIPMENT 23 - - * 24 -- 3000 ---- 25 * - 26 2512 1839 AWCU:1-3 27 - * - 28 -- 1839 _-- 29 - - * 30 2011 540 RECEPT 31 * - - 32 2011 360 RECEPT 33 - * - 34 2011 180 RECEPT 35 - - 36 37 * - - 38 e10013 main 39 - * - 40 41 - - * 42 -- - LTS RECPT MOTORS HEAT LTS RECPT MOTOR HEAT 0 2890 0 0 SUBTOTALS 01 234001 36781 0 PHASE LOADING LTS RECPT MOTORS HEAT LTS RECPT MOTORS HEAT 0.0 26.3 3.7 0.0 CONNECTED KW TOTALS PHASEA 0 9240 1839 0 125 18.1 1.00 1.25 DEMAND PHASES 0 8340 1839 0 NOTES: 0.0 18.1 3.7 0.0 ADJUSTED KW TOTALS PHASE C 0 8700 0 0 (] INDICATES NON -CONCURRENT A/C LOAD. 30.0 TOTAL CONNECTED ION A B C SIM BASED ON LARGEST LOAD. 21.8 TOTAL ADJUSTED KW PHASE TOTALS 11079 10179 8700 'H7 INDICATES HACR RATED BREAKER. THREE PHASE VOLTAGE 08103/20 DATE JOBNAME: 'G' INDICATES GR BREAKER. []161 TOTAL PANEL 0320 PM 13ME LATHAM POOLS 'L' INDICATES LOCKABLE BREAKER. AMPERAGE: GENERAL ELECTRICAL NOTES 1. THESE PLANS COMPLY WITH FBC C405.6.3, THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE SIZED FOR A MAXIMUM OF 5 PERCENT VOLTAGE DROP TOTAL. 2. ANY 120V CKT LONGER THAN 75 FEET, INCREASE TO #10 AWG. NOTE: RISER DIAGRAM IS SCHEMATIC ONLY. CONTRACTOR IS TO LAYOUT EQUIPMENT TO MEET ALL NEC AND POWER CO REQUIREMENTS. CONTRACTOR SHALL VERIFY THAT ALL EXISTING COMPONENTS ARE AS SHOWN ON RISER AND MEET NEC REQUIREMENTS. REPORT ANY DISCRECPENCIES TO ARCH/OWNER. 941 Lake Baldwin Lane Orlando, FL 32814 t 321.441.3320 0 ®co:Go (0 oco ' Aoaw c W ° Q ®P • eC, oP F ONSULTANT: 0 Itt Ln rfN o Z Lb 0 O Q O� o- n o ° ry J LL 40 ^ W2 >- (6 V.jJ F Q < ZOf J 0 _ °ry M UJ w _ ~ ow ? _I ,-t N dM So Z %q oz� V 0 N Z M p ZL6 1O W Wpot 0-!! W DATE: 07/31 /20 PROJECT: 20027/Y0037 Z N t DRAWN: DG fig` CHECKED: RS _o � W Z � z 00 Q M o 0 =. W' 3 0 RISERS AND PANEL SCHEDULES EXISTING r------- (4) #3 CU THWN ( 1) #8 CU GND IN 1-1/2" C. I r-------- T-------- I EXISTING 'EXISTING1EXISTING' (4) #4/0 CU THWN -----, i PANEL i PANEL (1) #2 CU GND i " LB 1" i " LB2" IN 2-1/2" C. i 1225A/3PH I I 1 r -------------------I I I I225A MCBI 75 KVA TRANS I 1 i120/208 "T" 3 PH 3PH/4W PRIM: 480 V I SECOND: 120Y/208V I ------------------� I L--------- -------- J - #2 CU, 3/4" C. 1 I GENERAL ELECTRICAL NOTES 1. THESE PLANS COMPLY WITH FBC C405.6.3, THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE SIZED FOR A MAXIMUM OF 5 PERCENT VOLTAGE DROP TOTAL. 2. ANY 120V CKT LONGER THAN 75 FEET, INCREASE TO #10 AWG. NOTE: RISER DIAGRAM IS SCHEMATIC ONLY. CONTRACTOR IS TO LAYOUT EQUIPMENT TO MEET ALL NEC AND POWER CO REQUIREMENTS. CONTRACTOR SHALL VERIFY THAT ALL EXISTING COMPONENTS ARE AS SHOWN ON RISER AND MEET NEC REQUIREMENTS. REPORT ANY DISCRECPENCIES TO ARCH/OWNER. NOTE: ALL WIRING TO BE THWN IN "EMT" ABOVE GROUND AND "PVC" BELOW GROUND BLDG #2 PARTIAL ELECTRICAL RISER NTS PANEL -LB' OLTAM BUS RATING: MAINS: MOUNTIN(k AI.C. RATING 208Y12OV,3PH,4W 225 AMP 225AB SEE PLANS ETING LOADS (WATTS) CKT C N PHASE C N CKT LOADS (WATTS) LOAD SEWED BRKR K 0 K 0 BRKR LOAD SERVED LTS RECPT MOTOR HEAT AMPIP A B C AMPIP LTS RECPT MOTOR HEAT T. T. exhaust fan 3 2500 e3011 1 * - 2 e3013 2500 exhaust Fan 4 - 2500 -- 3 - * - 4 - 2500 - 2500 - 5 * 6 - 2500 --- recept 720 92011 7 - - 8 e2013 1006 dryer 1 recept 720 e2011 9 - * - 10 - 1000 -.. dryer 2 1000 e2013 11 - - * 12 - 1000 --- ---. 1000 - 13 * - - 14 e3013 1500 dryer 3 - 1000 - 15 - * - 16 -- 1500 --- buffer rWWr 720 92011 17 . * 18 - 1500 --- buffer repair 720 02011 19 * - - 20 e2W [540] ah24 water heater 2250 e3012 21 - - 22 - [540] . 2250 - 23 - - * 24 92011 spare Outside recept 3601 e2011 25 * . 26 e2011 360 HWRP Outside recept 360 e2011 27 * • 28 92011 360 recept fig gun receptfiggln 360 92011 29 - - * 30 e20M 360 recept fig gun recept 360 92011 31 * - - 32 e20fd 360 recept fig gun cp 360 92011 33 - * - 34 e20ft 360 recept fig gun cu:21 1546 e3012 35 - - * 36 e20ft spare 1546 --- 37 * - - 38 e20f1 spare blank 39 - * - 40 blank Marie 41 - - * 42 blank recap 720 e2011 43 * 44 92011 720 recap recep bathroom 720 e2011 45 - - 46 e20fI 720 recep recep 720 e2011 47 - - * 48 e20fl 720 recep recep 720 e2011 49 * - - 50 e20A 720 recep recap 720 92011 51 - * - 52 e20f1 720 recap recep 720 e2011 53 - - * 54 e2011 720 recep recep 720 e2011 55 * - - 56 e20H 720 recap recap 720 e2011 57 - * - 58 e2011 720 recep Outside recap 360 e2011 59 • 60 e2011 720 recep outside recap 360 e2011 61 - - 62 e20f1 1200 BFt staafiore Outside recep 360 e2011 63 - - 64 e20tt solvent recoveryrecep 3601 e2011 65 - - * 66 -- 67 * - - 68 e40t3 69 - - 70 - 71 - - 72 - spare e2013 73 * - • 74 e40t3 - 75 * . 76 _. .... ... 77 . * 78 --- spare 92013 79 * - 80 - --- 81 - * - 82 - - 83 - - * 84 LTS RECPT MOTORS HEAT LTS RECPT MOTOR HEAT 0 11880E 105921 7500 SUBTOTALS 0 8280 8700 7%0 PHASE LOADING LTS RECPT MOTORS HEAT 15.0 CONNECTED KIN TOTALS LTS RECPT MOTORS HEAT 0.0 202 19.3 1.25 DEMAND PHASEA 0 7560 7746 3500 1.25 15.1 1.00 18.8 ADJUSTED KW TOTALS PHASE B 0 6940 5000 5750 NOTES: 0.0 151 19.3 54.5 TOTAL CONNECIMK I PHASEC 0 5760 6546 57501 INDICATES NON-CONCURRHiTNCI D. 53.1 TOTALADJUSTED KW A B C SIZES BASED ON LARGEST LOAD 208 THREEPHASEVOLTAGE PHASETOTALS 1 18806 17590 18056 -Di INDICATESHACR RATED BREAK®t ILATHEM TOTAL PANEL 08103120 MATE ,DOB NAME: -G` INDICATES GH BREAKER 03:21 PM TINE POOLS --L- INDICATES LOCKABLE BREAKER 148 AMPERAGE: NEW NEW ( 4) #3CU THWN (4) #250 MCM CU THWN ( 1) #6 CU GND ( 1) #4 CU GND IN 1-1/2" C. IN 3" C. r-------- i IEXISTINGI NEW PANEL 1 (4) #250 MCM CU THWN "MDPB" I (1) #2 CU GND 200A i IN 3" C. MCB 75 KVA TRANS "T1" 3PH/4W 100/3P i PRIM: 480 V I SECOND: 120V/208Y I I L-------- J I #2 CU, 3/4" C. PER NEC _ - WIRE SIZED FOR VOLTAGE DROP NEW 40OA/3P DISC W/225A FUSES PANEL " LC" PANEL 'MDP-W VOLTAGE BUS RATINQ MANS: MOUNTINGc A.I.C. RATING 2771480V,3PK4W 250 ANIP 200 A MCB SEE PLANS EXISTING LOADS (WATTS) CKT C N HASE C N CKT LOADS (WATTS) LOAD SERVED BRKR K 0 rA-FB-l K O BRKR LOAD SERVED LTS RE!CPT MOTOR HEAT AI�P1P T. C T. AMPIP LTS RECPT MOTOR HEAT high bays 4400 e3012 1 * - - 2 e30/2 4400 high bay production area 4400 -- 3 - - 4 -- 4400 production area high bay "00 e3012 5 - - * 6 e2011 2500 lights tool room production area 4400 - 7 - - 8 e2011 2500 lights loft lights mold room 1-2 2500 e2011 9 - * - 10 e2011 2500 fights storage south lights mold room 3-break rm 25M e2011 11 - - * 12 e2011 2500 fight storage north outside wag packs 2000 e2011 13 * - - 14 e2011 2700 constant hot storage area spare e2011 15 - * - 16 e2012 3500 constant hat BREAK RM-REST RM LTS 1958 300 2011 17 - - * 18 - 3500 production area 19 * - - 20 21 - - 22 23 - - * 24 25 * - - 26 10013 0 3320 1331 11350 PANEL'LC' 27 - * - 28 -- 0 4260 707 11900 VIA 75 KVA 29 - - * 30 -- 0 7900 624 7750 TRANSFORMER 31 * - - 32 33 - * - 34 35 - - * 36 37 * - - 38 39 = 40 41 = - * 42 LTS RECPT MOTORS HEAT LTS RECPT MOTOR HEAT 26558 01 300 01 SUBTOTALS 28500 1 15480 2662 1 31000 PHASE LOADING LTS RECPT MOTORS RECPT MOTORS HEAT 55.1 15.5 3.0 HEAT LTS 31.0 CONNECTM KIN TOTALS 20400 1.25 DEMAND PHASEA 3320 1331 11350 1.25 12.7 1.00 4260 707 11900 NOTES: 68.8 12.7 3.0 7900 924 7750 11 INDICATES N ON4=1CURRENTA/C LOAD. A B C SIZES BASED ON LARGEST LOAD: PHASEB 17300 382 ADJUSTED KW TOTALS PHASE C 17358 104.5 TOTAL CONNECTED KW 123.3 TOTAL ADJUSTED KIN PHASETOTALS 36401 34167 33932 1 -H- INDICATES HACR RATED BREAKER JOB NAME 'C INDICATES GFi BREAKER 480 THREE PHASE VOLTAGE 08103f20 :DATE TOTAL PANEL 0321 PM :TIE LATHAM POOLS 'L' INDICATES LOCKABLE BREAKER 148 AMPERAGE: PANEL 'LC" VOLTAGE: BUSS RATINIQ MANS: NIOUN71NG A.I.C. RATING l2012O8V,3PK4W 225 AMP NONE SEE PLANS 22,000 LOADS (WATTS) CKT C N PHASE C N CKT LOADS (WATTS) LOAD SERVED? BRKR K 0 K 0 BRKR LOAD SERVED LTS RECPT MOTOR HEAT AMP1P T. A B C T. AMPIP LTS RECPT MOTOR FEAT AH2-2 707 3600 60/2 1 - - 2 H5012 CU2-2 -- 707 3600 -- 3 - * - 4 ---- ---- AH2-3 624 3600 6012 5 - - * 6 M4012 CU 2-3 --- 624 3600 .... 7 * S ..., .... N"STA-HOT 4150 L4012 9 . 10 2011 360 SERVICE RECEPT 4150 -- 11 . - * 12 2011 1500 SMALL APPL NSTA-HOT 4150 L4012 13 - . 14 20I1 1500 SMALL APPL 4150 -- 15 - * - 16 2011 1500 SMALL APPL CHAIRLIFT 1500 2011 17 - - * 18 2011 1500 SMALL APPL VENDING 180 2011 19 * - - 20 2011 820 REFRIG VENDING 180 2011 21 22 2011 1500 SMALL APPL REFRIG $20 2011 23 • - 24 2011 1500 SMALL APPL 2011 25 * - - 26 2011 820 REFRIG 2011 27 - * - 28 2011 720 RECUT 2011 29 - - * 30 2011 1080 RECEPT 2011 31 - - 32 2011 2011 33 - * - 34 2011 2011 35 36 2011 2011 37 * - • 38 2011 2011 39 . * - 40 2011 2011 41 - 42 2011 LTS RECPT MOTORS HEAT LTS RECPT MOTOR HEAT 01 2680 2662 31000 SUB TOTALS 1 01 12800 Ol 0 PHASE LOADING LTS RECPT MOTORS HEAT LTS RECPT MOTORS HEAT 0.0 15.5 2.7 31.0 CONNECTED KW TOTALS PHASEA 0 3320 1331 11350 1.25 12.7 1.00 1.25 DEMAND 38.8 ADJUSTED KW TOTALS PHASE B 0 4260 707 11900 NOTES: 0.0 12.7 2.7 PHASE C 0 7900 624 7750 (] INDICATES NONI-CON IRRENTA1C LOAD. 49.1 TOTAL CONNECTED KW A B C SIZES BASED ON LARGEST LOAD. 542 TOTAL ADJUSTED KW PHASETOTALS 16001 16867 16274 'H' INDICATES HACR RATED BREAKER. 208 THREE PHASE VOLTAGE 08103120 DATE JOB NAME: -Ga INDICATES GF1 BREAKER TOTAL PANEL 0321 PM ESE JOB NAME 'L' INDICATES LOCKABLE BREAKER 150 1 AMPERAGE 941 Lake Baldwin Lane Orlando, FL 32814 t 321.441.3320 ®`®®,®►,,teasel,®®i eco 'Co :z = �:W ,t w J :U 10, eaeelil 0 LO M rn Z 0 L Q O - CL < O LL W J ~ J z 0 O Ury ILL. WC) 0. 1-- < T- ? J ,tN dM o� off°° M p Z �F _ �J= 1° cc -C W o.t' W < M DATE: 07/31 /20 PROJECT: 20027/Y0037 Z . � g DRAWN: DG ♦♦♦.^.,// T"9 CHECKED: RS 0 W4e Z "O M FE r� W V 3mO2 RISERS AND PANEL SCHEDULES