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HomeMy WebLinkAboutAPPROVED 2110-0813 Acadia Healthcare Port St Lucie - REV1-PLANS 11 12 13 7 8 9 10 O 4 J 6 (� 1 2 3 m Q � DRAWING INDEX X 0 Sheet Number Sheet Name 1 2 3 4 �U ARCHITECTURAL AA-001 COVER SHEET ❑ AA-002 GENERAL NOTES SYMBOLS&ABBREVIATIONS z AA-003 WALL TYPE SCHEDULE &PARTITION DETAILS AA-004 LIFE SAFETY PLAN U AA-005 BOMA CALCULATIONS I— IAA- 100 DEMOLITION FLOOR AND REFLECTED CEILING PLANS U) z 101 OVERALL REFERENCE PLAN O U 102 OVERALL DIMENSION PLAN z ❑103 OVERALL REFLECTED CEILING PLAN O_ AA-105 OVERALL FURNITURE PLAN ~ o_ Q AA-301 WALL SECTIONS z AA-401 RESTROOM ACCESSIBLE DETAILS AND RESTROOM ACCESSORIES AA-402 ENLARGED FLOOR PLANS-DISPENSARY AND RESTROOM p z ❑ AA-403 ENLARGED FLOOR PLANS-TOILET ROOMS JANITIOR AND LABORATORY ui U AA-404 ENLARGED FLOOR PLANS-BREAKROOM AND RECEPTION O z AA-405 INTERIOR ELEVATIONS-DISPENSARY AND BREAK ROOM o AA-406 INTERIOR ELEVATIONS-TOILET ROOMS JANITOR AND LABORATORY m AA-407 INTERIOR ELEVATIONS-RECEPTION AND COPY ALCOVE ■ w AA-501 CASEWORK SECTIONS AND DETAILS a AA-502 CASEWORK SECTIONS AND DETAILS, CONT. U O z z AA-503 MISCELLANEOUS DETAILS _j I- J I- AA-601 DOOR SCHEDULE AND ELEVATIONS m ACADIA HEALTHCARE TREATMENT CENTERAA-602 DOOR DETAILS w AA-603 WINDOW SCHEDULE AND DETAILS w N a 00 AA-701 INTERIOR FINISH SCHEDULE AND MATERIALS LIST ❑ AA-702 INTERIOR FINISH FLOOR PLAN o AA-910 SPECIFICATIONS < AA-911 SPECIFICATIONS CONTINUED z z Y 1 ww > _ w _ Ozw S . USHIGHWA PLUMBING � W_7664 _ AP-001 LEGEND, NOTES AND SCHEDULES PLUMBING w 0 a U 34952 AP-101 DEMOLITION FLOOR PLAN -PLUMBING w z oPORT ST . LUCIEFLORIDAAP-102 NEW FLOOR PLAN - PLUMBING O o O AP-401 RISER DIAGRAMS- PLUMBING J Q z Q p w o w AP-901 SPECIFICATIONS-PLUMBING U 0- a Q co co o a a o — PORT ST LUCIE MECHANICAL AM-001 LEGEND AND GENERAL NOTES-MECHANICAL AM-101 DEMOLITION FLOOR PLAN-MECHANICAL AM-102 NEW FLOOR PLAN- MECHANICAL AM-501 DETAILS- MECHANICAL AM-601 SCHEDULES- MECHANICAL AM-910 SPECIFICATIONS- MECHANICAL • ELECTRICAL BENTLEYN AE-001 SYMBOL LEGEND- ELECTRICAL AE-002 LIGHT FIXTURE SCHEDULE AND GENERAL NOTES-ELECTRICAL AE-101 DEMOLITION FLOOR PLAN -ELECTRICAL AE-102 NEW FLOOR PLAN -POWER AND SYSTEMS AE-401 RISER DIAGRAMS-ELECTRICAL AE-501 DETAILS-ELECTRICAL AE-601 SCHEDULES-ELECTRICAL BPE CA NO.: 00005898 AE-910 SPECIFICATIONS- ELECTRICAL BPA&ID CA NO.: AAC002023 ARCHITECTS & ENGINEERS OF RECORD 651 WEST WARREN AVENUE, SUITE 200 LONGWOOD, FLORIDA 32750 T 407.331.6116 BENTLEY WWW.BAEONLINE.COM VENDOR NO. 59-3045321 651 WEST WARREN AVENUE, STE 200 LONGWOOD, FLORIDA 32750 T 407.331.6116 WWW.BAEONLINE.COM PROJECT CONTACTS KEY PLAN THE RESPONSIBLE PROFESSIONALS HEREBY CERTIFY THAT THIS DRAWING SET IS PROPERLY PREPARED AND ACCURATE TO THEIR BEST KNOWLEDGE AT THE TIME OF SIGNATURE AND SEAL.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDICATED ARCHITECT OR PROFESSIONAL ENGINEER ON THE DATE INDICATED USING A DIGITAL SIGNATURE. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Q U � — �. ARCHITECTURE STRUCTURAL: w > BENTLEY ARCHITECTS + ENGINEERS, INC. J {, ~ 651 W. WARREN AVE. SUITE 200 Q LL LONGWOOD, FLORIDA 32750 ... - http://www.baeonline.com w BENTLEY co w Q C� w D J o ` 4. •1 r r�.•yl Ny _ BPA& ID CA NO. -AAC002023 V J �/� ❑ GARY KRANSTON,R.A. 11541 ❑ BRENTON DAILY,P.E.81028 V J ,y O SITE LOCATION `' N MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEERS. Q SALAS O'BRIEN V 3501 QUADRANGLE BLVD, SUITE 100 + _ _ ORLANDO, FLORIDA 32817 (407)380-0400 FAX (407)380-5900 r ton K Gary rans :~ Ilk rqSALASO' BRIEN @� I expect a difference Gary Kranston2022.01 . 18 r - I_ FL. CERT. OF AUTH. NO. 6106 1 0.02.32-05 0o N r k i t r - __ -- ' _ ❑ KYLE J.CARTIER, P.E.53269 ❑ ADAM LEVINE, P.E.77010 S E • � •� Gary Kranston,State of Florida, Registered Architect, License No. 11541 H x ,T _ AA-001 E o .� F This item has been digitally signed and sealed by Gary Kranston, RA on E `;, .. 01.18.2022 using a digital signature. T N Printed copies of this document are not considered signed and sealed and 3 N the SHA authentication code must be verified on any electronic copies. O 6 1/18/2022 8:05:18 AM 1 2 3 4 5 6 7 8 9 10 11 12 13 SYMBOL KEY: 0 CIO) NUMBERED BY TYPE GENERAL NOTES: m o O SYMBOL REFER TO SCHEDULE ct 1. WORK SHALL COMPLY WITH APPLICABLE CODES INCLUDING O 1t WINDOW NUMBERED BY TYPE LOCAL CODE ORDINANCES AND MODIFICATIONS, AND THE w SYMBOL REFER TO SCHEDULE FLORIDA BUILDING CODE (FBC) LATEST ADDITION. 0� 171 [Nab] WALL TAG [W4 2. MEASUREMENTS DERIVED BY THE GENERAL CONTRACTOR WALL TYPE BY MANUALLY SCALING THE DRAWINGS IS NOT AN p GRID LINE A,B,C, ETC. IN ONE DIRECTION ACCEPTABLE MEANS OF DETERMINING MEASUREMENTS. ALL U CO TARGET 1,2,3, ETC. IN THE OTHER MEASUREMENTS ARE TO BE DERIVED USING THE PRINTED DIMENSIONS. WHERE PRINTED DIMENSIONS ARE INSUFFICIENT Room name Room name OR IN CONFLICT, THE GENERAL CONTRACTOR MUST REQUEST z CLARIFICATION OF THE DIMENSIONS IN QUESTION FROM THE O 101 ROOM TAG 101� ROOM NUMBER ARCHITECT. U z ElDRAWING NUMBER 3. FIELD VERIFY THE ACCURACY OF ALL DIMENSIONS WITH View FIELD LAYOUT PRIOR TO PROCEEDING WITH THE WORK. IF o V �eW Name NECESSARY, REQUEST CLARIFICATION PRIOR TO z XX TITLE H� PROCEEDING WITH INSTALLATION. WHERE THE DRAWINGS co LL t���!!!! �� _ -� SPECIFICALLY INDICATE DIMENSIONS TO BE FIELD VERIFIED, o ❑ - SCALE DO SO PRIOR TO INSTALLATION OF THE WORK AND 1 Ref 1 Ref COORDINATE IF REQUIRED WITH THE ARCHITECT. O z DIRECTION ELEVATION 4. WHERE ENLARGED PLANS ARE REFERENCED, ADDITIONAL A101 REFERENCES A101 OF VIEW DIMENSIONAL INFORMATION AND DETAIL INFORMATION ARE (n SHEET NUMBER PROVIDED IN THE ENLARGED PLANS. NOTIFY THE ARCHITECT ■ OF ANY CONFLICTS FOR CLARIFICATION PRIOR TO DIRECTION PROCEEDING WITH THE WORK. (D OF VIEW z SIM SECTION SIM 5. WHERE REQUIRED, FIELD VERIFY DIMENSIONS AS 1 REFERENCES 1 REQUIRED PRIOR TO FABRICATION AND INSTALLATION OF A101 Al BUILT-IN ITEMS, IN ADDITION TO COMPLYING WITH THE W SHEET NUMBER APPLICABLE CODES AND ACCEPTED TRADE PRACTICES AND a DETAIL STANDARDS, MUST BE INSTALLED PER THE MANUFACTURER'S ❑ r AR�� RECOMMENDATIONS AND REQUIREMENTS TO INSURE FULL p 1 SIM DETAIL 1 SIM I WARRANTY AND OPERATIONAL FUNCTION. >_ A101 REFERENCES A101 l I z Q 6. THE GENERAL CONTRACTOR SHALL ISSUE HIS z_ SHEET NUMBER SUBCONTRACTORS COMPLETE SETS OF CONSTRUCTION 0' w > — U) — O z U) DOCUMENTS TO INSURE THAT THE ENTIRE SCOPE OF WORK w X X -4 VIEW NECESSARY TO COMPLETE THE PROJECT IS BID. WHETHER w a NUMBER THE GENERAL CONTRACTOR ELECTS TO ISSUE COMPLETE o (D X X INTERIOR X X w z 0 CD XX XX � DIRECTION SETS OR ONLY SELECTED DRAWINGS TO HIS � O � � o N ELEVATIONS VIEW SUBCONTRACTORS, THE GENERAL CONTRACTOR IS z CO o 0 RESPONSIBLE FOR COMPLETING THE ENTIRE SCOPE OF cn z CD U Y �* o t o X X SHEET NUMBER WORK. Q Q Q a O O O N 6 o w CO REFERENCE Name 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE U) 0- o_ o Elevation LATEST SET OF DRAWINGS THAT INCLUDES ANY ADDENDUM ACCESSORY LOCATION OF NOTE OR REVISION TO HIS STAFF ON SITE AND HIS O TAG APPLICATION SUBCONTRACTOR'S. NOTE NUMBER LOCATION OF NOTE 8. IF THERE ARE CONFLICTS IN THE CONSTRUCTION NOTE TAGN�� APPLICATION DOCUMENTS AFFECTING QUALITY OF WORK, QUANTITY OF NOTE NUMBER WORK OR MATERIAL, SCOPE OF WORK, OR ANY OTHER XX LEVEL XX f CHANGE IN LEVEL ASPECT OF THE WORK, THE GENERAL CONTRACTOR MUST CHANGE NOTIFY THE ARCHITECT FOR CLARIFICATION OF THE CONFLICT DURING THE BID PHASE OF THE PROJECT. ABSENT WRITTEN Q REVISION REV. LOCATION CLARIFICATION OF THE CONFLICT FROM THE ARCHITECT, THE MARK REV. MOST STRINGENT INTERPRETATION OF THE CONFLICT SHALL NUMBER APPLY, AND UNDER NO CIRCUMSTANCES WILL THERE BE ADDITIONAL COST TO THE OWNER PURSUANT TO THE ARCHITECTS REVIEW AND INTERPRETATION OF THE CONFLICT. 9. OWNER IS TO PROVIDE AND INSTALL ANY INTERIOR SIGNAGE REQUIRED. EXTERIOR SIGNAGE IS TO BE SUBMITTED BPE CA NO.: 00005898 FOR BUILDING OWNER REVIEW AND APPROVAL PRIOR TO BPA&ID CA NO.: AAC002023 INSTALLATION. ABBREVIATIONS 10. ANY DAMAGES TO THE BUILDING OR GROUNDS SHOULD BE REPAIRED TO LIKE NEW CONDITION. ANY EXISTING MATERIAL SYMBOLS: WARRANTIES TO BE MAINTAINED. 11. AS-BUILT DRAWINGS ARE TO BE PROVIDED THAT CLEARLY EARTHWORK INDICATES LOCATION OF ALL UNDERGROUND WORK A D H P T (SANITARY, ELECTRICAL, ETC.). DIMENSIONS SHOULD BE A.A.R. AUTOMATIC AIR RELEASE D.F. DRINKING FOUNTAIN H.B. HOSE BIB PART. PARTITION T&G TONGUE & GROOVE EARTH/COMPACT FILL INCLUDED FOR FUTURE REFERENCE AND USE. A.R.V. ABANDONED ROOF VENT D.L. DEAD LOAD H.M. HOLLOW METAL PBLG. PLUMBING T. TREAD A/C AIR-CONDITIONING UNIT D.S. DOWNSPOUT H.P. HIGH POINT P.I.T. PITCH PAN T.C. TIN CLAD CONCRETE ACOUS. ACOUSTIC DET. DETAIL HD. HEAD PL. PLATE TRANS. TRANSOM CONCRETE 651 WEST WARREN ADJ. ADJUSTABLE DFR. DEFLECTOR HGT. HEIGHT PLAS. PLASTER TYP. TYPICAL AVENUE, STE 200 A.F.F. ABOVE FINISH FLOOR DIA. DIAMETER PNLS. PANELS LONGWOOD, FLORIDA 32750 ALT. ALTERNATE DIM. DIMENSION I P.P. PIPE PENETRATION V MASONRY T407.331.6116 ALUM. ALUMINUM DWG. DRAWING IGA INTERIOR GROSS AREA PRELIM. PRELIMINARY V. VINYL BRICK WWW.BAEONLINE.COM ANT. ANTENNA PT. POINT V.I.F. VERIFY IN FIELD ARCHT. ARCHITECTURAL E L V.T.R. VENT THRU ROOF E.A. EACH L.G. LONG R VERT. VERTICAL CONCRETE MASONRY B E.C. ELECTRICAL CONDUIT L.L. LIVE LOAD R. RISER VEST. VESTIBULE BD. BOARD E.F. EXHAUST FAN L.P. LOW POINT R.D. ROOF DRAIN WOOD B.U.R. BUILT-UP ROOFING E.J. EXPANSION JOINT LAB. LABELED R.H. ROOF HATCH W BLDG. BUILDING ELEV. ELEVATION LAV. LAVATORY R.V. ROOF VENT W.S. WORKING SCUPPER FINISH BLKG. BLOCKING EWC. ELECTRIC WATER COOLER LBS. POUNDS R.W.L. RAIN WATER LEADER WD. WOOD Cn BM. BEAM EXIST. EXISTING RAD. RADIUS WDW. WINDOW U Z BOT. BOTTOM EXP. EXPANSION M REINF. REINFORCING ROUGH Q O BRKT. BRACKET EXT. EXTERIOR M.B. MODIFIED BITUMEN REQ. REQUIRED Q M.O. MASONRY OPENING RM. ROOM BLOCKING C F M.T. METAL THRESHOLD W > o W C.C. CENTER TO CENTER F.D. FLOOR DRAIN MAR. MARBLE S C.F. COUNTERFLASHING F.E. FIRE EXTINGUISHER MAR.T. MARBLE THRESHOLD S.B. SPLASH BLOCK GLASS J 00 C.I. CAST IRON F.O. FRAMED OPENING MIN. MINIMUM S.F. SUPPLY FAN Q m CAP. CAPACITY F.S. FLUE STACK S.O. SPILL-OUT GLASS = LL < CEM. CEMENT FIN. FL. FINISH FLOOR N S.S. STAINLESS STEEL 06 CHKD. CHECKERED FTG. FOOTING N.I.C. NOT IN CONTRACT SH. SHOWER INSULATION = (D W cn CLG. CEILING NO. NUMBER SECT. SECTION J CLR. CLEAR G SHT. SHEET BATT/LOOSE FILL J = U m COL. COLUMN G.I. GALVANIZED IRON O SKY. SKYLIGHT Q U) J CONC. CONCRETE G.S. GRAVEL STOP O.C. ON CENTER SL. SLOPE COMPOSITE RIGID W CONST. CONSTRUCTION GA. GAUGE O.D. OUTSIDE DIAMETER SP.LT. SPOT LIGHT CONT. CONTINUOUS GALV. GALVANIZED O.S. OVERFLOW SCUPPER SQ. SQUARE _ W CTSK. COUNTERSINK GL GLASS OBS. OBSCURE STD. STANDARD MINERAL WOOL Q U) CU. COPPER GTR. GUTTER OPNG. OPENING STL. STEEL ffm _ 0 G.W.B. GYPSUM WALL BOARD FINISHES Q z (D J GYPSUM WALLBOARD I` O < U w PLYWOOD Q Z z W PLYWOOD 0 m METAL U J STEEL/OTHER METALS o a U al 0 0 N N N Gary Kranston, State of Florida, Registered Architect, License No. 11541 H E This item has been digitally signed and sealed by Gary Kranston, RA on E AA-002 04.07.2021 using a digital signature. T N Printed copies of this document are not considered signed and sealed and N N the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:20 PM 2 3 4 5 6 7 8 9 10 11 12 13 LEGEND: WALL & PARTITION SCHEDULE LEGEND: Ll PARTITION NOTES: GENERAL NOTES: S4-f 4- " STEELSTUD m STUD S8 = 8" METAL STUDS 1. THESE NOTES APPLY TO ALL FIRE RATED ASSEMBLIES. 1. GAUGE, SPACING AND BRACING REQUIREMENTS FOR LIGHT GAUGE S6 = 6" METAL STUDS xx STUD 00 AND COLD ROLLED METAL FRAMING SYSTEMS TO BE DETERMINED S4 = 3 5/8" METAL STUDS 2. THE FIRE RATED ASSEMBLIES SHOWN ARE INTENDED TO SUPPLEMENT THE REQUIREMENTS HEAD I HEAD MODIFIER BASED ON STUD SIZE (AS INDICATED ON THE DRAWINGS), HEIGHT OF S2 = 1 5/8" METAL STUDS X _ X PARTITIONS, DEFLECTION AND ALL OTHER CRITERIA AS INDICATED. SPECIFIED IN THE PROJECT MANUAL WITH THE FIRE ASSEMBLY DESCRIPTIONS AS PUBLISHED � ACT ACT - PARTITION HEIGHT BY UNDERWRITER'S LABORATORIES, INC. MODIFIERS: EL.VARIES o 2.A SINGLE LAYER F " GYPSUM DRYWALL N EACH SIDE F - z EL. 7-8 ACOUSTIC INSULATION ALONG S G O 5/8 G SU N C S O 3 5/8 3.ALL FIRE RATED ASSEMBLIES IN THIS PROJECT OR BUILDING SHALL BE UL LISTED ACOUSTIC INSULATION ALONG STEEL STUD WITH 3" MINWOLL SAFB PARTITIONS SHALL BE A O WALL PERIMETERS WALL PERIMETERS f. NEW WALL ASSEMBLY ALONG EXISTING STUD WALL ASSEMBLY. (1) LAYER OF GYPSUM MINIMUM STC RATING OF 51. IF NO STC RATING IS SHOWN, USE 3 1/2" ASSEMBLIES OR OTHER BUILDING CODE APPROVED ASSEMBLIES. U BOARD OVER MTL. STUDS AND ACOUSTIC WALL INSULATION (ACADIA SIDE ONLY); PAINT 5/8" GYPSUM WALL BOARD TOP PLATE g. NEW WALL ASSEMBLY. (1) LAYER OF GYPSUM BOARD (BOTH SIDES OF WALL) OVER MTL. BATT FOR 4" STUDS, 5 112" BATT FOR 6" STUDS, ETC. ALL CEILINGS 4. THE UL LISTED ASSEMBLIES SHOWN DO NOT NECESSARILY REPRESENT ALL ASSEMBLIES 3-1/2" R-11 BATT INSULATION 5/8" GYPSUM WALL BOARD STUDS AND ACOUSTIC WALL INSULATION; PAINT ARE TO HAVE (1) LAYER OF 3 1/2" BATT ABOVE. REQUIRED FOR THIS PROJECT OR BUILDING. EXISTING SUITE (M.R. -AT RESTROOMS) h. NEW WALL ASSEMBLY. (1) LAYER OF GYPSUM BOARD (BOTH SIDES OF WALL) OVER MTL. NIC SECTION STUDS, (1) LAYER OF 3/4" PLYWOOD (DISPENSARY/ IT SIDE OF WALL); PAINT 3.ALL PARTITIONS TO HAVE 25 GAUGE OR HEAVIER STUDS. ALL 5. THE UL LISTING SHOWN MAY NOT CONTAIN COMPLETE INFORMATION. REFER TO ACTUAL OU ACADIA HEALTHCARE 3 5/8" MTL. FRAMED WALL SOFFITS TO HAVE 18 GAUGE. 3 5/8" MINIMUM SIZE, AND 16 O.C. SUITE j. NEW WALL ASSEMBLY. (1) LAYER OF GYPSUM BOARD (BOTH SIDES OF WALL) OVER MTL. MAXIMUM SPACING. UNLESS OTHERWISE NOTED. ALL PARTITIONS TO DOCUMENTS PUBLISHED BY UNDERWRITER'S LABORATORIES, INC. z El STUDS, 1/2" RESILIENT CHANNELS (OTHER SIDE OF MECHANICAL ROOM)AND ACOUSTIC BE INSTALLED PER ASTM C754. PARTITIONS INDICATED TO TERMINATE 3-5/8" MTL. FRAMED WALL 3-1/2", R-11 BATT INSULATION WALL INSULATION; PAINT 6.ALL FIRE RATED ASSEMBLIES SHALL BE COMPLETE WITHOUT GAPS, HOLES, OPENINGS, ETC.6"ABOVE CEILING SHALL BE BRACED TO STRUCTURE ABOVE WITH 20 Q - MTL. CHANNEL BOTTOM PLATE WHERE k. NEW WALL ASSEMBLY. (1) LAYER OF GYPSUM BOARD (BOTH SIDES OF WALL) OVER MTL. WHICH COMPRISE THE FIRE RATING. � z WALL IS BEARING ON CONCRETE MTL. CHANNEL BOTTOM PLATE STUDS, (1) LAYER OF FRP 4'-0"A.F.F. ON TOILET ROOM SIDE; PAINT AS SCHEDULED GA. MTL. AT INTERVALS OF 4'-0" O.C. MAXIMUM; ALTERNATING SIDES. WHERE WALL IS BEARING ON AT CORNERS AND INTERSECTIONS AND EACH SIDE OF ALL DOOR AND ❑ M. NEW WALL ASSEMBLY ALONG EXISTING EXTERIOR CMU WALL ASSEMBLY. (1) LAYER OF WINDOW OPENINGS, BRACES TO BE SAME SIZE AND GAUGE AS WALL 7. CONTRACTOR IS TO PROVIDE FOR APPROVAL TECHNICAL DATA THAT MEETS FBC TABLE 720.1 0 SILL SEALER TAPE CONCRETE. GYPSUM BOARD OVER MTL. STUDS AND ACOUSTIC WALL INSULATION (ACADIA SIDE FIRE RATING REQUIREMENTS FOR NON UL TESTED ASSEMBLIES PRIOR TO CONSTRUCTION FOR SILL SILL WALL BASE, BOTH SIDES - REFER TO ONLY); PAINT FRAMING. ARCHITECT TO REVIEW SEALANT AND BACKER ROD FINISH SCHEDULE z 4. UNLESS OTHERWISE NOTED, ALL GYPSUM WALLBOARD TO BE 5/8" �FIN. FL. �FIN. FL. PARTITON HEIGHT: 8. PRIOR TO SUBSTANTIAL COMPLETION. LABEL ALL RATED ASSEMBLIES FOR EASY o EL. 0'-0" WALL BASE - REFER TO FINISH EL. 0'-0" SEALANT AND BACKER ROD THICK. IDENTIFICATION ON BOTH SIDES OF WALL. PER FBC 703.6 m B = FROM FINISH FLOOR TO BOTTOM OF ROOF DECK SCHEDULE A= FROM FINISH FLOOR TO 6"ABOVE FINISHED CEILING 5. UNLESS OTHERWISE NOTED, ALL PARTITIONS IN RESTROOMS, ■ C = FROM FINISH FLOOR TO 6" BELOW BOTTOM OF ROOF DECK JANITOR ROOMS, OR EQUIPMENT ROOMS ACCESSED FROM THE EXTERIOR OF THE BUILDING SCHEDULED TO RECEIVE FINISH OTHER FASTENERS: z THAN TILE TO HAVE MOISTURE RESISTANT GYPSUM WALLBOARD. SEE m FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 4-1 S4-III FLOOR RUNNER P.A.F.'S @ 24" O.C. MAX. CORNERS, WALL INTERSECTIONS AND END WALL 6. FOR PARTITION ASSEMBLIES WITH INSULATION, THE INSULATION (TRACK) w SHALL EXTEND THE FULL HEIGHT OF THE PARTITION. AT EXTERIOR w j�DECK ACOUSTIC JOINT SEALANT WALLS, INSULATION TO EXTEND FULL HEIGHT AND BE SEALED TO THE STUDS (2) PAN HEAD SCREWS TOP AND BOTTOM AT OPENINGS, CORNERS, WALL o EXISTING UNDERSIDE OF ROOF DECK. INTERSECTIONS AND END OF WALL HEAD HEAD Q 7.ACOUSTIC PARTITION; PARTITION ASSEMBLIES AT RESTROOMS, CHASE WALLS HORIZONTAL BRACES (STUD ON RUNNER)AT 4'4" O.C.VERT. MAX. WITH (2) z ACT JANITOR ROOMS, CONFERENCE ROOMS, MECHANICAL/ELECTRICAL SCREWS MIN. TO STUD WEB EACH END ACT EL. 7'-8" ROOMS TO BE FULLY INSULATED WITH SOUND BATT, AND ALL � w > - cn - O z cn EL. 7'-8" ACOUSTIC INSULATION PERIMETER AND OPENING FRAMING JOINTS SEALED WITH ACOUSTIC FURRING TEK SCREWS ON ALTERNATING FLANGES AT 24 O.C. MAX AND ENDS w ACOUSTIC INSULATION ALONG ALONG WALL PERIMETERS WALL PERIMETERS SEALANT. SEE FINISH SCHEDULE FOR INFORMATION AS TO o w a 5/8" GYPSUM WALL BOARD ADDITIONAL AREAS REQUIRING THIS TREATMENT. - w O N TOP PLATE z co o EXISTING SUITE 3-1/2" R-11 BATT INSULATION BRACES BRACES TO TOP TRACK- MIN (3) PAN HEAD SCREWS p 2 o N O SECTION1. 5/8" GYPSUM WALL BOARD NIC 8. PROVIDE ALL HARDWARE, FRAMING, BRACING, AND BLOCKING, AND z CO U Y ii N o (M.R. -AT RESTROOMS) �� ACADIA HEALTHCARE GROUNDS AS REQUIRED FOR INSULATION OF EQUIPMENT TO BE ui Q Q W O oN w t w MECHANICAL 1/2" RESILIENT CHANNEL @ 24" O.C. SUITE MOUNTED IN OR ON PARTITIONS. COORDINATE REQUIREMENTS FOR (TOP TRACK TO BRACES TO STRUCTURE - MIN (3) PAN HEAD SCREWS TO CROSS MEMBER Q Q O O SECTION 3-5/8" MTL. FRAMED WALL THESE ITEMS PRIOR TO APPLYING FINISH SURFACE TO PARTITION STRUCTURE SECURED TO ADJACENT ROOF FRAMING MEMBERS, OR THRU BOLT THROUGH � o a � o CO U) 3-5/8" MTL. FRAMED WALL ASSEMBLY. ABOVE) BOTTOM JOIST CHORD 3-1/2", R-11 BATT INSULATION MTL. CHANNEL BOTTOM PLATE WHERE WALL IS BEARING ON CONCRETE MTL. CHANNEL BOTTOM PLATE WHERE WALL IS BEARING ON SILL SEALER TAPE CONCRETE. SILL SILL WALL BASE, BOTH SIDES - REFER TO SEALANT AND BACKER ROD FINISH SCHEDULE FIN. FL. WALL BASE - REFER TO FINISH FIN. FL. 'EL. 0'-0" EL. 0'-0" SEALANT AND BACKER ROD SCHEDULE 4-h Sk, Sk S2-f HEAD BPE CA NO.: 00005898 xXX � HEAD BPA&ID CA NO.: AAC002023 GYP HEAD EL. 8'-11" ACOUSTIC INSULATION ALONG WALL ACT - `' EL. T-8" LU PERIMETERS EL. VARIES o ACOUSTIC INSULATION TOP PLATE ACOUSTIC INSULATION ALONG ALONG WALL PERIMETERS 5/8" GYPSUM WALL BOARD WALL PERIMETERS 5/8" GYPSUM WALLBOARD DISPENSARY 3-1/2", R-11 BATT INSULATION TOP PLATE 5/8" GYPSUM WALL BOARD EXISTING SUITE 1-112" R-11 BATT INSULATION 3/4" PLYWOOD (NIC) 3-5/8" MTL. FRAMED WALL SECTION (M.R. -AT RESTROOMS) ACADIA HEALTHCARE SECTION 6" OR 8" MTL. FRAMED WALL SUITE SECTION 1-5/8" MTL. FRAMED WALL MTL. CHANNEL BOTTOM PLATE WHERE 5-1/2" OR 7-1/2" R-11 BATT INSULATION MTL. CHANNEL BOTTOM PLATE WHERE WALL IS BEARING ON CONCRETE. WALL IS BEARING ON CONCRETE MTL. CHANNEL BOTTOM PLATE 651 WEST WARREN SEALANT AND BACKER ROD WHERE WALL IS BEARING ON SILL SEALER TAPE AVENUE, STE 200 SILL CONCRETE. LONGWOOD, FLORIDA 32750 SILL SILL 3/4" PLYWOOD T 407.331.6116 WALL BASE, BOTH SIDES - REFER TO WALL BASE, BOTH SIDES - REFER TO WWW.BAEONLINE.COM FIN. FL. FINISH SCHEDULE FINISH SCHEDULE j`FIN. FL. WALL BASE - REFER TO FINISH SCHEDULE EL. 0'-0" ,`FIN. FL. EL. 0'-0" SEALANT AND BACKER ROD EL. 0'-0" SEALANT AND BACKER ROD Cn LU J m W U465 - NONBEARING WALL RATING - 1 HR. U) P267 - ACOUSTIC PANEL CEILING ASSEMBLY RATING - 1 HR. L L] 2 3 5 4 1. ROOF COVERING (EXISTING)*- CONSISTING OF HOT MOPPED OR COLD APPLICATION MATERIALS COMPATIBLE WITH -- Q 0� INSULATION DESCIRBED HEREIN WHICH PROVIDES CLASS A, B OR C COVERINGS. U LL 2. SHEATHING MATERIAL- (EXISTING) (OPTIONAL)*-VINYL-FILM OR PAPER SCRIM VAPOR BARRIER, APPLIED WITH 0 WALL ASSEMBLY, TYP. ADHESIVE TO STEEL ROOF DECK, OVERLAPPED APPROX 2 IN. ON SIDES. W Q O Q 9.06.3 3. ADHESIVE (EXISTING)*-TO BE USED WITH BOARD INSULATION.APPLIED AT A RATE OF 0.4 GAL PER 100 SQ FT, 112 IN. J W WIDE RIBBONS, APPROX 6 IN. OC. Q U J 4. MINERAL AND FIBER BOARDS (EXISTING)* - 1 OR 2 IN. THICK, APPLIED TO VAPOR BARRIER OR ROOF DECK IF VAPOR v < 9.06.2 BARRIER IS NOT USED. THE END JOINTS SHALL BE STAGGERED. Uj LJ 2 4 9.06.1 � 5. STEEL ROOF DECK (EXISTING)- MIN 7/8 IN. DEEP, AND 25 IN. WIDE, GALV UNITS. MIN GAUGE IS 22 MSG FOR 30 IN. OR 36 = U z IN. WIDE UNITS AND 26 MSG FOR 24 IN. WIDE UNITS. SPACING OF WELDS ATTACHING UNITS TO SUPPORTS SHALL NOT 1. FLOOR &CEILING RUNNER-(NOT SHOWN)-25 MSG (MIN) GALV STEEL 1 IN. HIGH, RETURN LEGS 3-5/8 9.06.4 EXCEED 12 IN. OC. < U) IN. WIDE (MIN), ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC. 6. STEEL SUPPORTS (EXISTING)-TYPE 8J2 OR 101<1 MIN SIZE STEEL JOIST SPACED 48 IN. OC MAX AND WELDED TO END W W6x16 MIN SIZE STEEL BEAM. 2. STEEL STUDS-CHANNEL SHAPED 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, 3/8 IN. RETURN, FORMED OF 25 MSG (MIN) GALV 9.06 SUPPORTS. = � � Q STEEL MAX STUD SPACING 24 IN. OC. 7. HANGER WIRE - NO 12 SWG GALV STEEL WIRE, SPACED NOT MORE THAN 48 IN. OC ALONG MAIN RUNNERS AND TO OCCUR ADDITIONALLY AT INTERSECTIONS OF STEEL FRAMING MEMBERS AT ALL FOUR CORNERS OF LIGHT FIXTURES, �} V�/� ) a' 3. BATTS AND BLANKETS*-(OPTIONAL)-MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING AT CENTERS OF CROSS TEES ADJACENT TO LONG DIMENSIONS OF LIGHT FIXTURES, AT CENTERS OF CROSS TEES V w STUD CAVITY. ADJACENT TO AIR DUCT OUTLETS, AND AT CENTERS OF CROSS TEES NEAREST AND PARALLEL WITH WALLS. THE Q c J c^ n/ D 4. WALLBOARD, GYPSUM*-5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 HANGER WIRES SHALL BE ATTACHED TO THE LOWER CORD OF THE STEEL JOISTS. � � LJJ�� 0 IN. LONG, TYPE S SELF-TAPPING STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD 8. STEEL FRAMING MEMBERS*- MAIN RUNNERS, 10 OR 12 FT LONG, SPACED 4 FT. OC PERPENDICULAR TO AND AT ENDS 1 O = ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. O O OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN O O O O OF LIGHT FIXTURES. CROSS TEES, NOM 4 FT LONG, INSTALLED PERPENDICULAR TO MAIN RUNNERS, 2 FT OC.WHEN 2 FT O O O v B BY 2 FT ACOUSTICAL MATERIAL IS USE, NOM 2 ST LONG CROSS TEES INSTALLED PERPENDICULAR TO 4 FT CROSS TEE (� z LONG, TYPE S STEEL SCREWS SPACED 12 IN. O.C. CANADIAN GYPSUM CO., LTD.-TYPES C, SCX,SHX,WRX. GEORGIA- AT MIDSPAN, SPACED 4 FT OC. U) PACIFIC CORP., GYPSUM DIV.-TYPE GPFS-C PABCO GYPSUM CO.-TYPE PG-C. U.S. GYPSUM CO.-TYPE C, FCV, 1 PX2, D SCX,SHC,SHX,WRC OR WRX. 9.ACOUSTICAL MATERIAL*- SIZES LISTED BELOW. BORDER PANELS SUPPORTED BY MIN. 0.016 IN.THICK PAINTED STEEL w ANGLE WITH 7/8 IN. LEGS OR MIN. 0.016 IN. THICK PAINTED STEEL CHANNEL WITH A 1 BY 1-9/16 BY 1/2 IN. PROFILE. 5. JOINT TAPE AND COMPOUND-VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND } col - SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN -24 BY 24 BY 5/8 IN. ~ ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF -24 BY 24 BY 3/4 IN. J CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED -24 BY 48 BY 5/8 IN. Q d 6. FURRING CHANNEL-(OPTIONAL-NOT SHOWN)-RESILIENT 24 MSG GALV STEEL FURRING CHANNELS SPACED -24 BY 48 BY 3/4 IN. VERTICALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 *INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR cUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE PAN-HEAD STEEL SCREWS. UL OR cUL CERTIFICATION. N N *BEARING THE UL CLASSIFICATION MARKING. Gary Kranston, State of Florida, Registered Architect, License No. 11541 H E U.L. ASSEMBLY N 0. U465 U.L. ASSEMBLY N 0. P267 This item has been digitally signed and sealed by Gary Kranston, RA on E AA-003 1 1 112" - 1 0 2 6 __ 1 _� 04.07.2021 using a digital signature. T N Printed copies of this document are not considered signed and sealed and N N the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:21 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 PROJECT DESCRIPTION LIFE SAFETY INFORMATION 0 6" THE ACADIA INTERIOR RENOVATION PROJECT IS CLASSIFIED AS AN APPLICABLE CODES (APPLIES TO NEW WORK ONLY): co o ALTERATION LEVEL 2 PER THE 2020 FLORIDA EXISTING BUILDING CODE. FLORIDA EXISTING BUILDING CODE, 2020 0 `'' THE WORK IS LIMITED TO INTERIOR RENOVATIONS, RENOVATION OF TWO FLORIDA MECHANICAL CODE, 2020 0 FLORID2020 w ENTRY DOORS, AND REMOVING TWO WINDOWS AND ONE EXTERIOR , PLUMBING CODE,DOOR. THE DOOR BEING REMOVED WILL BE REPLACED WITH A NEW NFPA D NATIONAL ELECTRICAL CODE, 2017 TACTILE ih � WINDOW ASSEMBLY. FLORIDA FIRE PREVENTION CODE, 2020 (7TH ED.) ❑ °°° °o TEXT FLORIDA ACCESSIBILITY CODE, 2020 z0 THE PROJECT INCLUDES DEMOLITION OF EXISTING WALLS, TOILET FLORIDA ENERGY CONSERVATION CODE, 2020 N FIXTURES, TOILET ACCESSORIES, CASEWORK, ACOUSTICAL CEILING U TILES, OPENINGS IN BEARING WALLS, FLOORING, INTERIOR DOORS, BUILDING CODE SUMMARY RAISED BRAILLE INTERIOR DOOR FRAMES, RELOCATION OF EXISTING MECHANICAL UNITS, z DUCTWORK, PLUMBING, ELECTRICAL WIRING/CONDUITS, AND OTHER TEXT ITEMS INDICATED IN THE DRAWINGS. THE PROJECT ALSO INCLUDES NEW USE & OCC CLASSIFICATION: BUSINESS, GROUP B (FBC 304.1) 0 NOTE: WALL PARTITIONS, LINTELS AT NEW BEARING WALL OPENINGS, NEW z ❑ EXIT SIGNAGE TO BE PLACED AT ALL INTERIOR DOORS/FRAMES, NEW INTERIOR DOOR HARDWARE, NEW CLASSIFICATION OF WORK: ALTERATION LEVEL 2 (EXIST. FBC 803) O EGRESS DOORS IN ACCORDANCE WITH TOILET ACCESSORIES, NEW INTERIOR WINDOWS, NEW FLOORING, NEW a SECTION 7.10.1.3, NFPA 101 ACOUSTICAL CEILING TILES, NEW SOUND INSULATION, NEW CASEWORK, CONSTRUCTION TYPE: V-B (FBC CHAPTER 6; TABLE 601) z EXIT SIGNAGE NEW PLUMBING FIXTURES, NEW PLUMBING PIPING, RELOCATION OF LL EXISTING HVAC UNITS, NEW DUCTWORK, AND NEW ELECTRICAL WORK. SPRINKLERED: NO (NFPA 101, 2018) w z ❑ A � w cc 3"= 1'-O" INTERIOR FINISH CLASS: C (FBC 803.1.1 O 1 O z U p NOMINAL COMPONENTS & ULTIMATE COMPONENTS & LIFE SAFETY LEGEND m 'I 2 4 CLADDING WALL PRESSURES CLADDING WALL PRESSURES ■ w 1 HOUR RATING LINE (EXISTING) C� O EXISTING COLUMNS, z z TYP. AREA INTERIOR CORNER ZONE AREA INTERIOR CORNER ZONE #FT PATH OF TRAVEL(EXIT ACCESS) O O O ❑ ❑ ❑ O O ZONE 4 (PSF) 5 (PSF) ZONE 4 (PSF) 5 (PSF) 2 m (F (SQ. � N RE EXIT SIGN, SEE ELECTRICAL DWGS w ) A� POS (+)NEG (-)POS (+)NEG (-) POS (+)NEG (-)POS (+)NEG (-) (RELOCATE EXISTING SIGN TO CEILING w 0 a MOUNT ABOVE EXIT DOOR. 10 30.7 -33.2 30.7 -40.9 10 51.1 -55.4 51.1 -68.2 ETS 17EXIT DOOR TACTILE SIGNAGE O 20 29.4 -32.0 29.4 -38.4 20 49.0 -53.3 49.0 -63.9 FE FIRE EXTINGUISHER (BRACKET MOUNTED), z z_ PLACED EVERY 75' OF TRAVEL DIST., � w > _ U) _ O z w 50 27.9 -30.2 27.9 -34.8 50 46.8 -50.3 46.8 -58.0 LOCATION TO BE APPROVED &VERIFIED BY w - AHJ o w a z 100 26.1 -28.6 26.1 -32.0 100 43.5 -47.7 43.5 -53.3 AC SURFACE-MOUNTED FIRE EXTINGUISHER w (0 o CABINET (RELOCATE TO NEW GYPSUM BOARD O o N O 200 24.8 -27.1 24.8 -29.1 200 41.3 -45.2 41.3 -48.6 WALL AS INDICATED z 00 ~ 04 o w 04 FRCP FIRE ALARM CONTROL PANEL (REFER TO Q3:Q O N w o w > 500 23.0 -25.6 23.0 -25.6 > 500 38.4 -42.6 38.4 -42.6 ELECTRICAL DRAWINGS) U < 0 Q C0 cn o a a o - EXISTING FIRE-RATED THIS TABLE HAS A LOAD FACTOR POSITIVE (+) & NEGATIVE (-)VALUES N.I.C. (NOT IN CONTRACT) PARTITION -TENANT OF 0.60*WIND APPLIED. POSITIVE (+) SIGNIFY PRESSURES ACTING SEPARATION & NEGATIVE (-)VALUES SIGNIFY TOWARD &AWAY FROM THE PRESSURES ACTING TOWARD & SURFACE, RESPSECTIVELY. AWAY FROM THE SURFACE, 1 FUNCTION RESPECTIVELY. 2 OCCUPANCY GROUP AREA SQ. FT 4 OCCUPANCY FACTOR 5 OCCUPANCY LOAD i --� -- 1 -- - - - - - - - XXX OCC. LOAD AT THIS EXIT XXX REQ. EXIT WIDTH ETS ❑ XXX PROVIDED EXIT WIDTH 2 4 RE - - - -60'-6"TRAVEL DISTANCE - - 72 - OCCUPANT LOAD CALCULATIONS BPE CA NO.: 00005898 FEC BPA&ID CA NO.: AAC002023 ® (TYPE V B UNPROTECTED, UNSPRINKLERED) LU Tin RENOVATED AREA ONLY: 1 7 AREA TYPE (GROSS S.F.)/OCC./S.F. OCC. LOAD BUSINESS 3,561 S.F./150 GROSS 24 nI TOTAL OCC. LOAD 24 ` J ❑ - - - - EXIT REQUIREMENTS IOW_ i/ - L �i ❑� �� ❑ z I ❑ -��-J MAX. TRAVEL DISTANCE TO EXIT 200 FT AVENUE, STE 200 L-r-.- 651 WEST WARREN L (FBC 1017.2 Ju l o ❑ LONGWOOD, FLORIDA 32750 w COMMON PATH OF TRAVEL 75 FT T 407.331.6116 (FBC 1006.2.1): WWW.BAEONLINE.COM ❑ :00i MAX. DEAD-END CORRIDOR 20 FT W z (FBC 1020.4): 1 - -L- -L- MIN. EGRESS CORRIDOR WIDTH 44 IN ETS RE m (FBC 1020.2): 10 EGRESS WIDTH PER PERSON DOOR: 0.2 IN. 24#OF OCC. 36 N � MIN. CLEAR OPENING OF EXIT DOOR: 36 IN. (FBC ACCESSIBLE) � MIN. NUMBER OF EXITS REQUIRED BY FBC 2 QL F_ � EXIT CALCULATIONS W >_ ❑�� Q O LL ❑❑ 1 TOTAL TENANT UNIT OCC. LOAD 24 < � J z ' ETS I 1..` EGRESS WIDTH OF DOOR REQ. (24)X 0.2 = 4.8 INCHES r 1 = J RE uiiu I WH TOTAL EXIT DOOR WIDTH PROVIDED 144 INCHES _/ (D W o - - - � 1 BUSINESS MIN. CLEAR WIDTH EXIT DOOR PROVIDED 36 INCHES ZU LAI B2 EXISTING COLUMNS, TYP. 2 3 J D LLL� ❑ 3 3,561 SQ. FT. 4150GROSS FLOOR AREA W U) J < 72 .5.24 RENOVATED AREA ONLY: 2 ' L j TOTAL GROSS UNCONDITIONED SPACE = N/A V) J TOTAL GROSS CONDITIONED SPACE = 3,561 S.F. LIFESAFETY PLAN TOTAL GROSS AREA= 3,561 S.F. 0 1 CO �118"= 1'-0" � � U O Q PLUMBING FIXTURES: iu TABLE 403.1 MINIMUM NUMBER OF REQ. PLUMBING FIXTURES (FOR RENOVATED SPACE ONLY) GROUP (B) - BUSIN OCCUPANT LOAD 24 Al J OCCUPANCY WATER CLOSETS URINALS LAVATORIES DRINKING SERVICE r GROUP FOUNTAIN SINK a, BUSINESS 2 REQD. 3 PROV. 0 REQD. 2 REQD. 3 PROV. 1 REQD. 1 REQD. Gary KranStOn 2 a ° PR Gary Kranston2022-01 -18 TOTAL PROVIDED 2 REQD. 3 PROV. 0 PROV. 2 REQD. 3 PROV. 1 PROV. 1 EXIST. 10:03:29-05,00, N Gar Kranston, State of Florida, Registered Architect, License No. 11541 S GRAPHIC SCALE y g H AA-004 oSCALE 1/8" = 1'-0° This item has been digitally signed and sealed by Gary Kranston, RA on E CD 01.18.2022 using a digital signature. T m 'm 0' 4' g' Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. N 1/18/2022 8:04:54 AM 1 2 3 4 5 6 7 8 9 10 11 12 13 NOTESBOMA ❑ c� BOMA M E U E I I E f T METH D B: A I B M Z 5.1-Z010 OFFICE BU f LD I I B! I STA D D 1 D MENSIONS ON FOEBRUARYD24,2021.BUILT VERIFICATION OF m o 0 2. REFER TO AA-002 FOR GENERAL NOTES NOT FOUND ON THIS OU SHEET. ix > ; # _ L o W LL d U ix w _ C7 w 1 d � ❑ v _ (C W W 0 U) x LL! W n 0 0 Q ` Uj z LU W # LL d < 0 O 0 Q z LA � Q #J w O O El W Z z w z d _ to � # 'n ac 0 "' # oWc w Q O cc d s.r Z d q z W cc LU FL � Lid CC 0 cc ❑ ^ 'R 47 q a a w 1 q u�i y 4 Z C �' m a F- CD '+r O W Z n m 4a 0 {.� LL Q W m Q w Y Y LU F Q O F- CL a L7 OC IiJ �C V Z CQ W Q � FLOOR ID ' < oC d SPACE is `� w b W 4 ■ — � d � O a � � � � � J cc u +� MAIN Ill 5091.90 C. L' 0 S091,90 5091.90 0 1 509130 Q TE N ANT#1 1-531.38 1 1531.38 1 1531_38 z ACADIA OFFICE AREA 1 3560.52 1 3560.52 1 3560..52 ~ w w 0- 1 2 4 0 ❑ z z I � w > _ cn _ Ozcn � J w w a Q w z o 0 o O z m U N oLL JQ �Q oN tilC) w 0 ix � Q W 0 0- 0- 0 ---- EXISTING TENANT#1 1,531.38 SQUARE FEET r � I I I I IGA MEASURED FROM BPE CA NO.: 00005898 CENTER OF WALL BPA&ID CA NO.: AAC002023 SEPARATING TENANTS I I I I I I I O II�I ii EXISTING L IGA MEASURED FROM 651 WEST WARREN ❑ FACE OF EXTERIOR AVENUE, STE 200 WALLS LONGWOOD, FLORIDA 32750 T 407.331.6116 WWW.BAEONLINE.COM LL O , EXISTING ❑ ❑ ACADIA OFFICE AREA ❑ 3,560.52 SQUARE FEET 0 ❑ II � II EXISTING U Q 0 U 0 Lj EXISTING ❑ 0 ❑ J z II ❑ II II ❑ ❑ Q LL w EXISTING ❑ 7 J zU I 0 , EXISTING EXISTING �121 Uj J U ❑ ❑ ❑ _ p IIL ❑ Q m p c0 Q (.0 II II Q LL L D ❑4 ❑4 LEGEND: 2 col EXISTING ❑ EXISTING III\ N.I.C. (NOT IN CONTRACT) I \ \ J U) 0 O ai m `o U al 1 OVERALL EXISTING FLOOR PLAN - BOMA CALCULATIONS S N Gar Kranston, State of Florida, Registered Architect, License No. 11541 E GRAPHIC SCALE y g H AA-005 o SCALE 1/8" = 1'-0" This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T co Printed copies of this document are not considered signed and sealed and N j 0' 4' 8' the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:23 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES ❑ 1. REFER TO AA-002 FOR GENERAL NOTES NOT FOUND ON THIS SHEET. m It 2. REFER TO GENERAL PARTITION NOTES ON SHEET AA-003. OU w 3. DEMOLISH AND REMOVE ALL EXISTING ACOUSTIC CEILING TILE ix 1 2 4 1 2 4 AND GYPSUM CEILINGS THROUGHOUT. EXISTING CEILING HEIGHTS ❑ ARE TO BE MAINTAINED FOR NEW WORK EXCEPT FOR THE z CORRIDOR WHICH IS NOTED ON SHEET AA-103. REFER TO O ELECTRICAL PLANS FOR DEMOLITION OF EXISTING LIGHT U FIXTURES. D 4. FIELD VERIFY ALL FLOORS ARE LEVEL. LEVEL FLOORS AT z INTERIOR DOOR OPENINGS 101 AND 127. O U 5. PATCH AND REPAIR EXISTING WALLS INDICATED TO REMAIN TO z El EXISTING ADJACENT SURFACE AND PREP AS REQUIRED LD FOR NEW WALL FINISH. REFER TO FINISH SCHEDULE FOR w Q ADDITIONAL NOTES AND FINISHES. U z_ U w w ❑p - - - - - - Q DEMOLITION NOTES m DEMOLISH AND REMOVE EXISTING EXTERIOR DOOR AND FRAME. ■ PREP OPENING FOR NEW WINDOW INSTALLATION. (D z ❑ DEMOLISH AND REMOVE EXISTING EXTERIOR DOOR AND FRAME. PREP OPENING FOR NEW DOOR INSTALLATION. ~ 10. 3. DEMOLISH AND REMOVE EXISTING INTERIOR WINDOW AND FRAME. ILL! a Q ❑ 20 ❑4❑. DEMOLISH AND REMOVE EXISTING INTERIOR DOORS AND FRAMES, p TYPICAL ALL INTERIOR DOORS. 5. DEMOLISH AND REMOVE ALL EXISTING PLUMBING FIXTURES IN z z RESTROOMS. DEMOLISH AND REMOVE ALL VANITIES, SINKS AND if w > - U) ALL TOILET ACCESSORIES WITHIN THE RESTROOMS. REFER TO w PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. a p w 15. i i 6❑ DEMOLISH AND REMOVE ALL EXISTING CASEWORK, PLUMBING ~O } g oo N O i FIXTURES WITHIN THE EXISTING BREAKROOM. DEMOLISH AND z m w REMOVE THE WASHER/DRYER, REFRIGERATOR, AND STOVE. w cn z CD U Y �* o - p B - --- --- -- --- --- - - - REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. Q Q O N w o j rs� Q O O F m EDEMOLISH AND REMOVE ALL EXISTING CASEWORK, TYPICAL. m p a a p �I o II � M II II 19. 1 I 8❑. DEMOLISH AND REMOVE EXISTING WATER HEATER. REFER TO 3'-2 1/2" '_ i 13. --- --- PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ❑ 7. 1 -1 II 24 , 3. �, - I 00 N EXISTING LJ i � EX. I 00 __ 4. a' i m WINDOW 9❑ DEMOLISH AND REMOVE EXISTING PARTIAL HEIGHT WALL AND _ - IL COUNTERTOP. 14. iv 21. ❑ i �❑ - - zo `0 10. REMOVE VENT ABOVE DOOR AND PATCH WALL TO MAINTAIN FIRE- / L I L I RATING. MATCH EXISTING ADJACENT MATERIALS, FINISH, AND I-T it 21. 21. 1 I COLOR. REFER TO MECHANICAL. \ 17. i EX. 11. DEMOLISH WALL AS REQUIRED FOR PLACEMENT OF NEW 2. TYP. � WINDOW � i 30'-2 1/2" - --- RECEPTION WINDOW OPENINGS. SEE REFERENCE PLAN FOR - - - - - - � - i - - - - - - ADDTIONALNOTES. i io O 17'-6 1/8" \ T-8" 1'-8" 5'-2" 1' _ ry y - - - - - - 12, DEMOLISH EXISTING EXTERIOR DOOR AND SIDELIGHT. EXISTING / i / REMOVE EXISTING EXTERIOR WALL AS REQUIRED TO 21• / i ACCOMODATE NEW DOUBLE DOOR. REMOVE EXISTING CORNICE ABOVE OPENING, PREP WALL SURFACE TO REPLACE WITH NEW. BPE CA NO.: 00005898 17. �� i �`? BPA&ID CA NO.: AAC002023 - 17. 13. DEMOLISH AND REMOVE EXISTING EXTERIOR WINDOW. PREP ❑ \ I � \ 1 � - SURFACE FOR STUD WALL INFILL. - --- 1 LU EXISTING --- --- 14. STRIP OFF AND ETCH AREA AS REQUIRED TO REMOVE ALL EXISTING FLOOR GLUE FOR NEW FLOOR FINISH. --- 15. REMOVE EXISTING LVT DOWN TO EXISTING CONC. SLAB. PREP ❑ / -21' FLOOR FOR NEW FLOORING, TYP. EXISTING WALL BASE TO BE 1 - 18. REMOVED, TYP. Ll EXISTING [ ] REMOVE EXISTING TILE FLOOR, TYP. PREP CONCRETE SLAB FOR - 8'-2„ ___ --- ___ NEW FLOORING. REMOVE EXISTING WALL BASE, TYP. I O /� REMOVE EXISTING THRESHOLD, TYP. 17. - --- 651 WEST WARREN rn AVENUE, STE 200 REMOVE EXISTING CARPET FLOOR AND WALL BASE, TYP. PREP LONGWOOD, FLORIDA 32750 EXISTING Zh L --- CONCRETE SLAB FOR NEW FLOORING, TYP. T 407.331.6116 2 J I I - �, - 19. REMOVE LAYERS OF FURRING BACK TO CMU, TYP. WWW•BAEONLINE.COM 15. EXISTING I I � 20, REMOVE EXISTING GYPSUM BOARD ON ACADIA SIDE OF EXISTING I o 5'-8' I N%FJ-1 STUD WALL. PREP STUD WALL FOR NEW PLYWOOD AND GYPSUM ❑ III - 1`� I., ;, BOARD INSTALLAION. ° ° �- ;_;�- -, - _ 21. SAW CUT EXISTING FLOOR SLAB FOR NEW SANITARY LINE L ,> ; �;; ', INSTALLATION. SAW CUT LOCATIONS SHOWN ARE APPROXIMATE 5 - 11. - 1 7/8 17• i 5I AND ARE TO BE VERIFIED IN THE FIELD. REFER TO DETAIL 3 ON EXISTING �x THIS SHEET FOR TYPICAL SLAB INFILL DETAIL. SOFFIT TO � - ��� �`� Z 6 0 jo RCP LEGEND- 8 REMAIN Q 1 (N.I.C.) NOTE: RCP DIMS ARE FROM FINISH FACE OF WALL qr-- C) z \ � J 3 LEGEND: � LEGEND: r - ❑ i ❑ 4' LED LIGHT, SURFACE MTD. WITH BATTERY PACK- W w EXISTING EXISTING REFER TO ELECTRICAL �'�/ 0 U N.I.C. NOT IN CONTRACT N.I.C. (NOT IN CONTRACT) �/ ( ) L.L 3. 12. 16. ❑ EXHAUST FAN -CEILING MOUNTED (TO BE REMOVED) w 10 1/4" 5,-2, 7" ❑ CONCRETE SLAB DEMO U .. C) V - 1 3/8" EXISTING SOFFIT TO REMAIN z SQUARE SUPPLY DIFFUSER-CEILING MOUNTED w LLI (TO BE REMOVED) (N.I.C.) T- ( l � SQUARE RETURN DIFFUSER- CEILING MOUNTED y v w ❑ (TO BE REMOVED) J - OVERALL DEMOLITION FLOOR PLAN OVERALL DEMOLITION REFLECTED CEILING PLAN Uj Q J z 1 1/8" = 1'-0" 2 1/8" = 1'-0" _ Q -- 2 X 2 ACOUSTICAL CEILING TILE WITH GRID /� U) � o (TO BE REMOVED) < V) 0 EXISTING CONCRETE TO REMAIN. ROUGHEN �^ EDGES PRIOR TO NEW CONCRETE INFILL Q LL Q z U 0 0_ 2 X 4 ACOUSTICAL CEILING TILE WITH GRID Q J LL -"-- x-, LL (TO BE REMOVED) 0 Lij 120 �I U I I J NEW 4x4 -W4.0 x W4.0 WELDED WIRE SUSPENDED GYPSUM BOARD CEILING �I FABRIC, TYP. (TO BE REMOVED) FINISH FLUSH WITH ADJACENT NEW CONCRETE INFILL AS SLABS REQUIRED AT NEWLY INSTALLED SANITARY LINES N N 2 EXISTING COMPACTED FILL TO Gar Kranston, State of Florida, Registered Architect, License No. 11541 S E REMAIN GRAPHIC SCALE y g H 100 SCALE 1/8" = 1'-0" This item has been digitally signed and sealed by Gary Kranston, RA on AA- 00 (L3 TYPICAL SLAB INFILL DETAILco 04.07.2021 using a digital signature. T 1 1/2" = 1'-0" O, 4, $, Printed copies of this document are not considered signed and sealed and y the SHA authentication code must be verified on an electronic copies. N YO 4/8/2021 1:52:24 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES ❑ c� 1. REFER TO AA-002 FOR GENERAL NOTES NOT FOUND ON THIS } o SHEET. m ❑ 2. REFER TO GENERAL PARTITION NOTES ON SHEET AA-003. O U w 3. REFER TO AA-601 FOR DOOR TYPES, SCHEDULE AND DETAILS. Of 1 2 4 4. REFER TO AA-602 FOR INTERIOR WINDOW TYPES, SCHEDULE AND z DETAILS. O H U 5. REFER TO AA-701 FOR INTERIOR FINISH SCHEDULE AND MATERIAL ly LIST. co z O U EXISTING EXISTING DOOR EXISTING COLUMN TO p ❑ WINDOW TO TO REMAIN (NIC) REMAIN, TYP (NIC) a Q REMAIN (NIC) U z u) w -_-_-_---�--- ----❑❑ -- - - --------- REFERENCE KEYNOTES cc A — — DIVISION AND Z 0 KEYNOTE NO. DESCRIPTION m EXISTING DOOR 9.19.5 3/8" STUCCO ON METAL STUD WALL INFILL - ■ TO REMAIN (NIC) REFER TO DETAIL 3/AA-301 FOR DETAILS 9.40 INFILL EXISTING DOOR AND WALL z EXISTING WINDOW OPENINGS WITH GYPSUM BOARD TO REMAIN (NIC) ASSEMBLY TO MATCH EXISTING. COORDINATE AS REQUIRED FOR w w a PLACEMENT OF NEW RECEPTION WINDOW o ❑ EXISTING WINDOW OPENINGS. } TO REMAIN (NIC) Q S4 EXISTING DOOR z z_ � w > _ cn _ 0zU) TO REMAIN (NIC) h-A IT J w 123 ❑ w a c� z o o 40 O m o LL O B — — — — — — wQ zQ w N o ❑ 2 OFFICE OFFICE 123 ❑� _ _ _ _ � _ a U) S6 EXISTING FIRE RATED PARTITIONS U) ❑ a- a ❑ _ -404 125 1 L124 B N.S. DISPENSARY AND GYSPUM BOARD TO REMAIN. ❑ S4 �— PATCH HOLES AND PROVIDE FIRE A S4 S4 115A 115 SEALANT AS REQUIRED PEN RATIONS (TYP). REFER TO EXISTING -A A DETAIL 1 ON SHEET AA-003 FOR 115 TYPICAL 1-HOUR WALL ASSEMBLY. F1 F 1 125 124 13o UA�RR 122 E:1 ® �LOBB -30 127 127 L1�2 \ 9.19.5 MECH 126 PRIV. RM EXISTING PAVING _ Ss 116 TO REMAIN (NIC) S4 A ® ❑ 114 113 "2 2 112 A _ EXISTING PAVING O -30 TYP. STAFF RR TO REMAIN (NIC) EXISTING GROUP OFFICE ❑ 116 LOBBY 5 NEW \ 117 111 PRIV. RM 126 118 BPE CA NO.: 00005898 117 1B 16 113 BPA&ID CA NO.: AAC002023 OsA 118 16 PRIV. RM LU EXISTING 1 OFFICE 114 -403 OFFICE EXISTING CMU FENCE 119 S4 109 TO REMAIN (NIC) - A 1os 110 CLIN. SUP. 0 110 -- EXISTING � S4 120 121 _A 107 108 izL CORR. CLIN. DIR. OFFICE OFFICE OFFICE 131 O 128 EX. 651 WEST WARREN 128 121 107 108 AVENUE, STE 200 g4 EXISTING A 129 ❑ LONGWOOD, FLORIDA 32750 C — — — — — — T 407.331.6116 0 RECEPTION 103 106 LAB WWW.BAEONLINE.COM i EXISTING EXISTING MD OFFICE CORR. 103 106 120 129 _ ❑ 9.40 104 — PAT. RR 1 BREAK LOBBY I 104 -404 102 101 I� — JANITOR U Q 102 105 H 105 101 0 p — — — — U ❑4LAI 4 LEGEND: ❑ - - I z EXISTING EXISTING 2 ❑ N.I.C. (NOT IN CONTRACT) O J ------- -403 J LL EXISTING OVERHANG EXISTING COLUMN TO REMAIN, TYP. TO REMAIN, TYP. �Il Uj z EXISTING PAVING TO �•J w REMAIN, (NIC) � 1: � w J D LL Q U) J � W � J OVERALL REFERENCE PLAN = 1 1/8 = 1 -0 ❑ U) Q Q I,. W 0 � � O � ~ O U � Q iu m m m m� d Z co Gary Kranston d m� Gary Kra n sto n 2022.01 . 1 s o� 10:04:32-05'00 N N m Gar Kranston, State of Florida, Registered Architect, License No. 11541 S GRAPHIC SCALE y g " AA-1 O1 SCALE 1/8" = 1�-0° This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T m 'm 0� 4� 8� Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. N 1/18/2022 9:33:39 AM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERALNOTES ❑ CD 1. REFER TO AA-002 FOR GENERAL NOTES NOT FOUND ON THIS } 3: SHEET. m It 2. REFER TO GENERAL PARTITION NOTES ON SHEET AA-003. 0 U W 3. REFER TO AA-601 FOR DOOR TYPES, SCHEDULE AND DETAILS. Ix 171 4. REFER TO AA-602 FOR INTERIOR WINDOW TYPES, SCHEDULE AND z DETAILS. 0 5. REFER TO AA-701 FOR INTERIOR FINISH SCHEDULE AND MATERIAL D LIST. 6. REFER TO ENLARGED PLANS FOR ADDITIONAL NOTES AND O DIMENSIONS. U 1 2 4 °III- ❑ a a U) U- Ll c� z 0 0 0 ❑ ❑ ❑ ❑ 0 0 0 m ■ cD z F- 2 W W a Q ❑ 0 M O Q z z_ CV � W > - U) 0 z 0 � J W o W a CD 0 W o 3 IT o o 04 o LL 0, 123 - uz, z c� v Y �* o - o .-0„ _ rn QQ � a O U O N F-Li 0 U ix 1 Q _ cn o a a o � 8'-2 1/2" 8'-2 1/2" 1 10 OFFICE OFFICE N.S. DISPENSARY L LO 8'- 1 3/8" E 125 124 115A 115 2'- 11 1/2" 1'-7" F F1 E � I - CV LOBBY STAFF RR Ll mi ® M 127 117 io 3'-2 1/2" 7'- 1 1/4" 7'-8" 7'-2 7/8" UA RR 122 N 4'- 1 1/2' ❑ �❑ LOBBY00 LIM LID 111 ' MECH N 0) BPE CA NO.: 00005898 GROUP OFFICE 11 _ GROUP CA NO.: AAC002023 126 118 116 C -0"5'-5 1/2" N CORR. 1 2'- 11 5/8" 2'-0" 129 5'-7" -0' -2" CLIN. SUP. MD OFFICE OFFICE N 110 120 119 OFFIC CLIN. DIR. 1 128 J J ❑ 651 WEST WARREN 9'-3" OFFICE OFFICE o AVENUE, STE 200 OFFICE LONGWOOD, FLORIDA 32750 107 108 0� T 407.331.6116 10'-0" 121 ❑ WWW.BAEONLINE.COM LL — — — — — CID RECEPTION�'v 0 N s' 3,. LAB '- 103 2'-2' 106 c� 1'- 11 3/4" 2'- 11 1/2" o ❑ BREAK PAT. RR 102 104 U Q I JANITOR ~ 0 U H 105 - - - - - W QO z LEGEND: U z = N.I.C. (NOT IN CONTRACT) r� .. O 7'- 10" 9'-0" - 1" - 11 3/8" Le (D W_ (n 1'-4 1/2" 10" 9 1/4" 9 1/4" 4'- 1 1/8" 10" J I U w Q U) o W D J OVERALL DIMENSION PLAN = Q 1 1/8" = 1'-0" Q � � w p (0 1wwwwww- o Q � Q� U O Q LL 7 o� 2 N �I �U J u) S a° mI `o U al 0 0 N N 2 Gar Kranston, State of Florida, Registered Architect, License No. 11541 S E GRAPHIC SCALE y g " AA- 102 o SCALE 1/8" = 1'-O" This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T 4 co 0' 4' 81 Printed copies of this document are not considered signed and sealed and N j the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:27 PM 9 10 11 12 13 3 4 5 6 8 GENERAL NOTES 0 1 Ll 1. REFER TO AA-002 FOR GENERAL NOTES NOT FOUND ON THIS m o SHEET. o 2. REFER TO GENERAL PARTITION NOTES ON SHEET AA-003. o U w 3. REFER TO AA-601 FOR DOOR TYPES, SCHEDULE AND DETAILS. w Ij 4. REFER TO AA-602 FOR INTERIOR WINDOW TYPES, SCHEDULE AND z DETAILS. F- U 5. REFER TO AA-701 FOR INTERIOR FINISH SCHEDULE AND MATERIAL LIST. U) z 0 U z 1 2 4 0 El a or_ z_ cLL oLl I o z 0 _ — o m A \\\\\\\ \ \\\y \\\\\\\\\\ \\\ z \\\\\\\\\ \ \\\\\\\\\ Lu IT \\\\\\\\ \ \\\\\\\\\\\ ~ DISP. / N.S. a 8' - 5 A.F.F. \\\\\\\ \ \\\\\\\\\\\ 8' - 11"A.F.F. z z STORAGE \\\\\ \ \\\\\\\\\\\ \\ \ \\\\\\\\\\ RCP LEGEND w > _ cn _ o zcn uj A.F.F. \\\ \ \\\\\\\\\ w wToi' a \\\ \\\\\\\\ NOTE: RCP DIMS ARE FROM FINISH FACE OF WALL o } z O \\ \ \\\\\ z m F- w U Y �$ \ \ EXIT LIGHT- REFER TO ELECTRICAL J Q Q LL' C7 -; o iu o B PRIV. RM AweEMERGENCY LIGHT- REFER TO ELECTRICAL p a d p U) ECTRICAL $ 1 1"A FREFER TO EL UA RR #2 � � ,_ - - _- - � - •F• Elx24" 24" LED LIGHT, CEILING MTD. 7' - 11" A.F.F. � 24"x24" LED LIGHT, CEILING MTD. WITH BATTERY PACK - REFER TO ELECTRICAL OFFICE [� 0 2' LED LIGHT FIXTURE, SURFACE MTD. - T REFER TO ELECTRICAL NEW EXTERIOR -10 Cr 04' LED LIGHT, SURFACE MTD. WITH BATTERY PACK- SOFFIT I OPEN AREA �' REFER TO ELECTRICAL 7 - 7 A•F•F• 9' - 4" A.F.F. ® EXHAUST FAN -CEILING MOUNTED - REFER F1 TO MECHANICAL LOBBY SQUARE SUPPLY DIFFUSER- CEILING 9' - 4" A.F.F. I MOUNTED- REFER TO MECHANICAL BPE CA NO.: 00005898 OFFICE BPA&ID CA NO.: AAC002023 GROUP SQUARE RETURN DIFFUSER- CEILING 7' - 8" A.F.F. MOUNTED- REFER TO MECHANICAL OFFICE I CLIN. SUPP. 7' - $" A.F.F. 7' - 8" A.F.F. 2 X 2 ACOUSTICAL CEILING TILE WITH GRID BENTLEY RR / OFFICE 7' - 8" A.F.F. 7' - 8" A.F.F. MECH. OPEN TO DECK OFFICE 651 WEST WARREN AVENUE, STE 200 7' - $" A.F.F. SUSPENDED GYPSUM BOARD CEILING LONGWOOD, FLORIDA 32750 T 407.331.6116 W W W.BAEONLINE.COM MD OFFICE \\\ \ \7' - 8" LAB A.F.F. I \\ \ \ CLIN. DIR. 7' - 8" A.F.F. ® CONVEX MIRROR, INSTALLED 8'-6"A.F.F. VERIFY LOCATION WITH PM A.F.F. PAT. RR CORR. I �� OFFICE � 7' - $" A.F.F. E4x3-1 � RECESSED LIGHTING - REFER TO ELECTRICAL 7 - $ A.F.F. EXISTING MASONRY TO REMAIN CUT IN NEW DBE JANITOR � LINTEL (LLV) IN EXISTINGG x3/8 BLOCK 7' - 8" A.F.F. 11 JOINTS. PROVIDE 8" MIN. BEARING AT EACH END 7' - 8 A.F.F. U Q I � J \�J LEGEND:OFFICE Uj \ EXISTING MASONRY TO BE O 0 7' - 8" A.F.F. N.I.C. (NOT IN CONTRACT) REMOVED —j Z � Q LL —j RECEPTION 7' - 8" A.F.F. w U LOBBY 0 BREAK EXISTING 9' - 4" A.F.F. .F.F. = U ~ 7' - 8 1/2A.F.F. (N.I.C.) '"" D U J W U- TYPICAL LINTEL DETAIL = Cl) OVERALL REFLECTED CEILING PLAN 1 2 1 112" = 1'-0" Q U 1 - < U O O LL 7 o 2 N �I U J U) 0 a° mI `o U al 0 0 N N N S GRAPHIC SCALE GaryKranston,State of Florida, Registered Architect, License No. 11541 H M- 103 E SCALE 1/8" = 1'-0" This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T co Printed copies of this document are not considered signed and sealed and N 3 0' 4' 8' the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:28 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES ❑ CD 1.ALL FURNITURE TO BE PROVIDED AND INSTALLED BY OWNER.ALL } o FURNITURE SHOWN DASHED IS NIC. m It 2.VERIFY FURNITURE PLACEMENT WITH PM. o U w REFERENCE KEYNOTES ❑ z DIVISION AND KEYNOTE NO. DESCRIPTION D Ix 12.21 WALL-MOUNTED KIOSKCn 12.22 WALL-MOUNTED TV MONITOR AT 6'-0" AFF, o REFER TO ELECTRICAL z El12.23 WALL-MOUNTED CCTV MONITOR AT 6'-0" AFF, REFER TO ELECTRICAL O z 1 TEI 12.23.1 WALL-MOUNTED CCTV MONITOR AT 7'-0"El El El0 0 o AFF, REFER TO ELECTRICAL o ❑ 12.23.2 WALL-MOUNTED Q-VIEW MONITOR AT 7'-8" AFF, REFER TO ELECTRICAL z 0 0 m cD z F_ w w a Q ❑ 0 O Q IT z z � w > _ cn _ Ozcn 123 w w o a C9 w z C) o p o O JQwQ N LL o w � < U)OFFICE a a N.S. ISPENSARY LM L r I 115A 115 Ll �❑ ❑ OFFICE 12.23 LOBBY COPY ROOM MECH ❑ ll 124 PRIV. RM 127 130 116 PRIV. RM 112 12.22 00000 ® 114 ❑ - PRIV. RM STAFF RR 12.22 113 117 7 J ❑ LOBBY GROUP L '3 ❑ 111 ❑ ❑ ❑ ❑❑ BPE CA NO.: 00005898��� 12.23.2 BPA&ID CA NO.: AAC002AC002023 126 �A. ❑❑ ❑ CLIN. SUP. LLJ OFFICE ❑ 110 118 ❑ OFF C OFFICE MD OFFICE L ❑❑ 119 109 CORR. 131 120 � ❑ a LL OFFICE OFFIC i' ❑ OFFICE 12.23 CLIN. DIR. CORR. 121 107 108 128 129 ❑ ❑ - - [E] 651 WEST WARREN AVENUE, STE 200 LONGWOOD, FLORIDA 32750 T 407.331.6116 RE EPTION' WWW.BAEONLINE.COM ILL103 ❑❑ LAB ❑ 106 BREAK PAT. RR 102 ❑❑ 104 ❑❑ 1L I JANITOR U❑ H 105 � — — — — — I A d I I W � � z ❑ 12.23.1 12.21 ❑❑� O Q ❑ \ y N.I.C. (NOT IN CONTRACT) J \ \ < LL U = � W J IU z Q U) W J J OVERALL FURNITURE PLAN FOR REFERENCE USE ONLY = Q 1 1/8" = 1'4' ❑ U Q � � w p (0 o Q � U O Q LL 7 o� 2 N col U) �U J U) S a° mI `o U al 0 0 N N 2 Gar Kranston, State of Florida, Registered Architect, License No. 11541 S E GRAPHIC SCALE y g " AA- 105 SCALE 1/8" = 1'-0" This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T co Printed copies of this document are not considered signed and sealed and N j 0' 4' 8' the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:29 PM 11 12 13 8 9 10 ❑ 2 3 4 5 6 REFERENCE KEYNOTES o 1 2� DIVISION AND m KEYNOTE NO. DESCRIPTION o 3.06 CONCRETE SLAB (EXISTING) w 3.07.1 GC TO VERIFY CONCRETE THICKENED W_ EDGE OR CMU FOOTING. NOTIFY ❑ ARCHITECT IF CMU FOOTING IS APPARENT o DURING DEMOLITION WORK 3.29 ASPHALT PAVEMENT (EXISTING) 3.38 PRE-MOLDED FILLER W/ BACKER ROD AND o SEALANT (EXISTING/FIELD VERIFY) U 3.39 EXISTING EXTERIOR WALL ASSEMBLY o El 3.41 APPLY CONCRETE WATER-BASED STAIN - a REFER TO FINISH SCHEDULE z co 1 4.70 EXISTING LINTEL O REMAIN w 4.71 EXISTING MASONRY ANCHOR TO REMAIN 5.07 6" METAL STUD, SPACING @ 16" O.C. (25 0 GA. MIN, REFER TO PARTITION NOTE 3 ON o SHEET AA-003) °0 I 5.46 3-1/2" METAL STUD SPACED 16" O.C. MAX. (25 GA. MIN, REFER TO PARTITION NOTE 3 z z ON SHEET AA-003) 5.47 5-1/2" METAL STUD SPACED 16" O.C. MAX. (25 GA. MIN, REFER TO PARTITION NOTE 3 a- ;q9z a ON SHEET AA-003)6.32 5/8" DENSGLASS GOLD 7.02 BATT INSULATION 7.04 SELF-ADHERED WEATHER BARRIER, WRAP 9.19.E AROUND NEW WINDOW AND DOOR JAMBS w 7.70 EXISTING PF SHEET METAL DOOR CANOPY o w a 4.70 TO REMAIN o � o � o 5.47 8.03 ALUMINUM DOORS AND FRAMES z o 0 LL1Y a g o 4 - _j �Q o N w� a 9.01 5/8" TYPE X GYPSUM BOARD i 9.06 ACOUSTICAL PANEL CEILINGS, REFER TO � o a a �' 2 4.70 INTERIOR FINISH SCHEDULE -30 4.71 \ � \ 9.10 VINYL TILE FLOORING, REFER TO FINISH SCHEDULE 1 OPP oPP_ �❑ 7.70 -503 I ��� I 9.12 RUBBER WALL BASE, REFER TO FINISH SCHEDULE -503 - � 9.19 7/8 STUCCO ON METAL STUD FRAMING 9.19.1 3/8" STUCCO ON CMU WALL - - - - 9 19 2 M-SHAPED, ZINC-COATED CONTROL JOINT 9.19.3 CORNER BEAD 9.19.5 3/8" STUCCO ON METAL STUD WALL INFILL - 6.32 REFER TO DETAIL 3/AA-301 FOR DETAILS - � 9.19 6.32 - �- 3.39 �: A �� 5.07 9.19.6 EXISTING STUCCO FINISH - FEATHER AS 9.19.3 7.04 REQUIRED TO PROVIDE A SMOOTH BIDE CA NO.: 00 005898 BPA&ID CA NO.: AAC002AC002023 ❑ 9.19.2 I 9.19 02 TRANSITION BETWEEN EXISTING AND NEW 7.02 I STUCCO 7 5.07 9.19.3 9.19.2 -60 9.19.5 BENTLEY 9.06 9.01 651 WEST WARREN 9.19.1 EXISTING 7 02 AVENUE, STE 200 LONGWOOD, FLORIDADA 32750 �` � T 407.331.6116 BEYOND ❑ E.COM _ WWW.BAEONLIN 9.19. 2 6.32 INTERIOR EXTERIOR 9.19.1 � INTERIOR EXTERIOR BEYOND INTERIOR EXTERIOR�- LOBBY U 8.03 �� 7.04 127 UJ Q O 9.19 L. 0 9.01 J <( LL 7.02 z 7.02 - _ w O 9.19.2 \ U 5.47 LLJ C/) U) L U p Q 5.47 / ` I VJ '^ 9.19 / �J J 5.4600 9.10 / 9.19.6 (� 3.39 / O U 6 503 3.41 9.12 3.06 / z -60 3.41 3.29 3.07.1 / 3.29 3.06 9.10 co FIN. FLR. FIN. FLR. FIN. 0' - 0" co d. a a o' - oil a a,- a 4 a a - d a O N N 3.38 S E Gary Kranston,State of Florida, Registered Architect, License No. 11541 H M-301 0(� R WALL SECTION C E o WALLSECTION U This item has been digitally signed and sealed by Gary Kranston, RA on E WALL SECTION A 2 [, 1 1�2° = 1�-0° 04.07.2021 using a digital signature. Tco j 1 112" = 1' 0" 1 1 112" - 1 0 Printed copies of this document are not considered signed and sealed and N the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:31 PM 1 2 3 4 5 6 7 � 8 9 10 11 12 13 VERTICAL INSTALLATION HORIZONTAL INSTALLATION TOILET ROOM ACCESSORIES SCHEDULE MANUF. MODEL# DESCRIPTION WALL MOUNTED m p TOILET ROOMS Q EQUIPMENT 3" MIN.- 3" MIN. z O 5/8" GYP BOARD U w ih T-1 MIRROR BOBRICK B-165 24"X 36" MIRROR ir 2 X 6 WOOD BLOCKING Ll z _O ACOUSTIC BATT T-2 SOAP DISPENSER MEDLINE AUTODISPW WALL-MOUNTED F- INSULATION U D z F- \ M T-3 HAND DRYER XLERATOR XL-SB WALL-MOUNTED PATIENT O RESTROOMS ONLY U FASTENER, TYP. z GRAB BAR REINFORCEMENT O T-4 PAPER TOWEL DISPENSER MEDLINE EVSDSRAUT02 WALL-MOUNTED, ADA a Q z_ GRAB BAR 2 X 10 BLOCKING ��' REFER TO FHA CLEARANCES FOR w w o MORE INFO. T-5 GRAB BAR 18" BOBRICK B-6806 x 18 STAINLESS STEEL HORIZONTAL 18" GRAB BAR GRAB BAR WITH SNAP FLANGE O z 5/8"GYP. BD. SECTION VIEW p T EQUIPMENT -6 GRAB BAR 42" BOBRICK B-6806 x 42 STAINLESS STEEL HORIZONTAL 42" inWALL MOUNTED GRAB BAR WITH SNAP FLANGE . METAL STUD WALL FASTENER, TYP. (D T-7 GRAB BAR 36" STAINLESS STEEL HORIZONTAL 36" z 5/8" GYP BOARD BOBRICK B-6806 x 36 — GRAB BAR WITH SNAP FLANGE 8"GYP. BD. � SURFACE-MOUNTED w — — — — — — — T-8 EVSDSTPVSTD a TOILET TISSUE MEDLINE OR SURFACE-MOUNTED W ❑ DISPENSER EVSDSTP91 p NOTES: T-9 MOP/BROOM HOLDERS O Q [I. HORIZONTAL BLOCKING DIMENSIONS ARE MINIMUM. BOBRICK B-223 SURFACE-MOUNTED z z_ 2. BLOCKING TO BE FRAMED — 3. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL BLOCKING REQUIREMENTS NOT]SHOWN. �IAACOUSTIC � w > U) 0z U)BATT w 4. COORDINATE LOCATION OF BLOCKING FOR OWNER-PROVIDED AND INSTALLED ACCESSORIES. INSULATION T-10 WASTE RECEPTACLE w a BOBRICK B-279 SURFACE-MOUNTED PLAN VIEW — METAL STUD H z o oN N of 2 X 6 WOOD BLOCKING zz m F- o O LL RECESSED SPECIMEN w Q z Q w � � o 0 LU T-11 PASS-THROUGH BOBRICK B-50517 SURFACE-MOUNTED Q Q O O N o CABINET cn NOTE: PROVIDE BLOCKING AT ALL TV, CCTV MONITOR o a a o U) AND KIOSK LOCATIONS. GENERAL NOTES: BLOCKING ING FOR GRABR BAR Q R DETAIL 1. REFER TO DETAILS 1 AND 2 ON SHEET AA-401 FOR BLOCKING DETAILS AT STUD WALL LOCATIONS. 1 1 1/211 11 OII TYPICAL BLOCKING DETAIL 2. FIXTURES SHOWN ON THIS SHEET ARE FOR MOUNTING PURPOSES ONLY. REFER TO PLUMBING = 2 1 112"= V- " DRAWINGS FOR FIXTURE TYPES. 3. COORDINATE PLUMBING FIXTURES, WATER SUPPLY, SANITARY AND FLOOR DRAINS WITH PLUMBING PLANS &SPECIFICATIONS, TYPICAL. IU0 4. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. dim 17 n 5. REFER TO SHEET AA-401 FOR ACCESSORY MOUNTING HEIGHTS. _ .. ��� --r _ I 4 � I j CLEAR FLOOR E I SPACE BPE CA NO.: 00005898 I L -'� BPA&ID CA NO.: AAC002023=,_=�_,__, 405,455 I 60 min 19max rR 1525 465 wheelchair 48 min 12M i 6 min 24 ruin g 12 min ' II"IIf1 51•" `, 651 WEST WARREN AVENUE, STE 200 137Q LONGWOOD, FLORIDA 32750 1 maxI _ T 407.331.6116 42 min x WWW.BAEONLINE.COM 145 , 6n transfer S ICE ,roe _W =- CLEARANGE ifrax 0 ` KkEE.... ..-• O $ 150 1 4 CiEg93MiCE min pFFTH 205 "1 min w U Q C) �3/ pQ LAVATORY CLEARANCES U - 1= 1'-0" � N 4 6.1_ o i 3/8"= 1'-0" W O QO I— T� LL w FINISH U z: .. x V-6" FACE 2 (�� W 0 OF WALL FINISH y v z FACE 7"MIN J T /' ) OF WALL �L v 3'-4" < io LINE OF WALL LINE OF WALL W _j _ T W Q Q x o X 7"-9" CL o Q C�wJ, U)1 o o g z I r - - ire Cn co L_ — _ J `t d co N i\ � L M � - z o � � - o � - z 8 ' ` O W N a) Ez rn iv o, I o z M I N. v 0 _ M / i• o, G` _ r LL 6z' T-1 T-2 T-3 MAX O m MIRROR T-4 T-5 T 7 SOAP ELECTRIC T_9 O 8"MIN PAPER TOWEL GRAB BAR 18" GRAB BAR 36" MOP/BROOM T-11 DRINKING FOUNTAINLD DISPENSER HAND DRYER DISPENSER T-6 � HOLDER RECESSED RECEPTACLE (LIQUID) GRAB BAR 42" SPECIMEN PASS- SURFACE-MOUNTED W SURFACE-MOUNTED T-8 THROUGH o WASTE RECEPTACLE TOILET PAPER DISPENSER CABINET W ai U TYPICAL FIXTURE MOUNTING HEIGHTS N O N = 1 II Gary Kranston, State of Florida, Registered Architect, License No. 11541 S " AA-40100 This item has been digitally signed and sealed by Gary Kranston, RA on E 04-07.2021 using a digital signature. E T co Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. N O 4/8/2021 1:52:31 PM 9 10 11 12 13 3 4 5 6 8 GENE 2 RAL NOTES 0 1 1. REFER TO AA-002 FOR GENERAL NOTES NOT FOUND ON THIS m o SHEET. o 2. REFER TO GENERAL PARTITION NOTES ON SHEET AA-003. O U W 3. REFER TO AA-601 FOR DOOR TYPES, SCHEDULE AND DETAILS. ❑ 4. REFER TO AA-602 FOR INTERIOR WINDOW TYPES, SCHEDULE AND z DETAILS. O F- U 5. REFER TO AA-701 FOR INTERIOR FINISH SCHEDULE AND MATERIAL LIST. U) z O U z ❑ O REFERENCE KEYNOTES a 4 0 z 2 DIVISION AND co LL KEYNOTE NO. DESCRIPTION ❑ T-7 G 2 T-1 2 �P 1 TYP. 6.08 CASEWORK (TYP) 0 G.3 T-2 22.02 -50 -50 6.09 PLASTIC LAMINATE COUNTERTOP (TYP) o 22.08 G A 22.10 TYP 6.10 6-10 6.10 LOWER CABINET (TYP) °0 m A 6.11 UPPER CABINET (TYP) 11 _ - - - - 12.18 30 1/2 X 31 1/2 X 61 1/2 MEDICATION SAFE z - - - - 12.19 CABINET ED SPECIMEN PASS-THROUGH ❑B s2 _ 22.02 LAVATORY AT ADA HEIGHT - REFER TO W a -❑ PLUMBING a ❑ - - - - - -- - - - - - - - I (V I 22.08 WATER CLOSET AT ADA HEIGHT - REFER 12.19 - - - - - - - z I I - TO PLUMBING o a T-6 2 T-3 2'-o° 2'-o° 4'-0' 4'-o" 22.10 SINK AT ADA HEIGHT - REFER TO z i 4'-0" � w > - c� - Z c� J PLUMBING uj T-5 \ 16'-o" 22.30 WATER FILL STATION - REFER TO o a z CD N PLUMBING o } a o 4' - 53/4" -i 1' - 3" DISPENSARY 23.04 AHU - REFER TO MECHANICAL z 0 � Y a o M N.S. w Q Q -Wj C7 -j N W G.1 30" X 48" CLEAR FLOOR SPACE PER U 0 0 Q N 115A 115 TYP. FLORIDA ACCESSIBILITY CODE 2020 o a a o °° 1' - 4 3/8"- - UA RR i 30 SECTION 305.3 �s4 4 122 6 7/8" G.2 56" X 60" CLEAR FLOOR SPACE PER 3' -113/4" 3'-0" 2'- 1 3'-0" 2'- 1" T -31/4" 2�_ 1 L 9-A - 3' -4" FLORIDA ACCESSIBILITY CODE 2020 T-10 7 AA-405 5 40 3 6.09 SECTION 604.3.1 TYP. G,3 60" DIAMETER TURNING SPACE PER 2 AA-405�� FLORIDA ACCESSIBILITY CODE 2020 6 6.09 3 SECTION 304.3.1 6.08 TYP, o 1 TYP. -50 TOILET ACCESSORY KEYNOTES 12.18 ~ TYP N 122 115 DIVISION AND TYPO KEYNOTE NO DESCRIPTION T-1 24 X 36 CHANNEL FRAME MIRROR, BY sA Z 1 2 0 CONTRACTOR 7 S4 S4 _ C� BIDE CA NO.: 00005898 i; -503 -A -A Q CL -50 4 -50 Q 6.09 T-2 WALL-MOUNTED SOAP DISPENSER, BY BPA&ID CA NO.: AAC002023 N ~0 0 � 0 1A TYP. CONTRACTOR N T-3 WALL MOUNTED HAND DRYER, BY CONTRACTOR S4 Fh-A 4 _ S4 LOBBY a h-A ., 2'-o., 2,11o„� h A T-5 18" GRAB BAR1 n A 2'_o' T-6 42" GRAB BARBENTLEY 127 2'-8" 01 2'-8" CL 2'-8" (L \ \ T-7 36" GRAB BAR - \ T-8 SURFACE-MOUNTED TOILET TISSUE DISPENSER, BY CONTRACTOR s�4 LOBBY PRIV. RM PRIV. RM PRIV. RM 1 T-10 SURFACE-MOUNTED WASTE RECEPTACLE, 00 LsA 8 113 112 1 BY CONTRACTOR 651 WEST WARREN OO 23.04 111 114 S4 AVENUE, STE 200 -503 \ -A LONGWOOD, FLORIDA 32750 � TYP. S4 S4 \ / T 407.331.6116 A -A / W W W.BAEONLINE.COM 114 113 112 MECH 8" 116 8 0 6 0 AA-407 U ~ �.J Q W F_ Q � U -/ o 4'-8" 4 -8' 5 -2' �- I�I� z 4'-2 1/8" 0 4 7/8" 4 7/8" 4 7/8" J 00 00 ❑❑ ❑❑ o0 0o Q L Q U = z LLI w �- = U � .J o Q U) J cn W z Q NSARY PRIVATE ROOMS AND UA RESTROOM °° ~ ENLARGED FLOOR PLAN DISPE , Q 1 112" = 1'-0" - I- o Q0 [Y- 0 Q r- 0 LL ® U � QI LL \ r n E] ElNv 1 7 N m KEY PLAN w .01 2 1132" 1'-0" `� 0 a i m `o U al 0 0 N N N S GRAPHIC SCALE E Gary Kranston,State of Florida, Registered Architect, License No. 11541 H M _4 0 L ^ 0 SCALE 1/2" = 1'-0" E This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T co 0' 1' 2' Printed copies of this document are not considered signed and sealed and N the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:34 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES ❑ 1. REFER TO AA-002 FOR GENERAL NOTES NOT FOUND ON THIS SHEET. m It 2. REFER TO GENERAL PARTITION NOTES ON SHEET AA-003. OU w 3. REFER TO AA-601 FOR DOOR TYPES, SCHEDULE AND DETAILS. ix 4. REFER TO AA-602 FOR INTERIOR WINDOW TYPES, SCHEDULE AND 171 DETAILS. O 5. REFER TO AA-701 FOR INTERIOR FINISH SCHEDULE AND MATERIAL D LIST. ix z O U z ❑ REFERENCE KEYNOTES 7'- 10 3/4" O Q DIVISION AND co KEYNOTE NO. DESCRIPTION o Ll 3.40 EQUIPMENT CONCRETE PAD 6.09 PLASTIC LAMINATE COUNTERTOP (TYP) z 0 6.11 UPPER CABINET (TYP) m Co 22.02 6.31 EXISTING WATER HEATER PEDESTAL ■ o 8.47 INFILL REMOVED EXISTING DOOR OPENING o O TO MATCH ADJACENT WALL ASSEMBLY z 106 2 T 6.11 12.21 WALL-MOUNTED KIOSK' I - - 22.02 LAVATORY AT ADA HEIGHT - REFER TO w AA-406 7 PLUMBING w L Q o + S4 22.08 WATER CLOSET AT ADA HEIGHT - REFER 1 "'"A TO PLUMBING o a LAB 6.11 22.09 WATER CLOSET - REFER TO PLUMBING z z 2 106 4 1 6.09 22.10 SINK AT ADA HEIGHT - REFER TO � w > _ cn _ ozcn w -50TA PLUMBING o w 0- a M j 22.11 SINK - REFER TO PLUMBING o N o 1 8.47 22.17 MOP SINK - REFER TO PLUMBING o °}° LL - '-4" V-18 1/4" co z C� U Y i* o � o T-11 22.19 DRINKING FOUNTAIN - REFER TO Q Q N w F PLUMBING a a o U) G.1 22.22 WATER HEATER - REFER TO PLUMBING 1 co 22.11 G.1 30" X 48" CLEAR FLOOR SPACE PER 2'-01/2" 22.19 3.40 FLORIDA ACCESSIBILITY CODE 2020 TYP. - - T-1 SECTION 305.3 4 G.2 56" X 60" CLEAR FLOOR SPACE PER SP 8 � I Cl) 104 FLORIDA ACCESSIBILITY CODE 2020 EI 0 CD 3 AA-406 1 SECTION 604.3.1 S4 a T-2 G.3 60" DIAMETER TURNING SPACE PER A 00 a 2 FLORIDA ACCESSIBILITY CODE 2020 Uj PAT. RR T-3 SECTION 304.3.1 N a 12.21 El T-7 22.09 104 TOILET ACCESSORY KEYNOTES I - 1 o DIVISION AND T-6 BPE CA NO.: 00005898 MECH KEYNOTE NO. DESCRIPTION BPA& CA NO.: AAC002023 22.08 / i 8 \ - T_1 M �' T-1 24 X 36 CHANNEL FRAME MIRROR BY 116 T-8 1 22.10 2'-81/2" N CONTRACTOR 2 AA-407 AA-406 9 T_g LU T-5 1'-4" 1'-4 1/2" T-2 TYP. EACH PAD 6.11 T-2 WALL-MOUNTED SOAP DISPENSER, BY 1 G.1 EXISTING CONTRACTOR G.3 STAFF RR o 1'_o° T-3 WALL-MOUNTED HAND DRYER, BY 1� EXISTING CONTRACTOR � G.2 117 GA _ \ EXISTING T-4 WALL-MOUNTED PAPER TOWEL T-4 - - - / JANITOR DISPENSER, BY OWNER 1'-6" i 105 T-5 18" GRAB BAR -_MIN. T-10 6 T-6 42" GRAB BAR T-10 _ - 651 WEST WARREN 116 "' 105 T-7 36" GRAB BAR AVENUE, STE 200 z (AA-406 5 WH 22.22 LONGWOOD, FLORIDA 32750 117 --- T-8 SURFACE-MOUNTED TOILET TISSUE T 407.331.6116 DISPENSER, BY CONTRACTOR WWW.BAEONLINE.COM T-9 UTLITY SHELF WITH MOP/BROOM oe- 3'- 11 1/2" 3'-4" 6'- 10 HOLDERS AND RAG HOOKS, BY 4 1/2" 4 7/8" 1 CONTRACTOR 0 O T-10 SURFACE-MOUNTED WASTE RECEPTACLE, Q EXISTING 6.31 BY CONTRACTOR 0� 4'-8" of T-11 RECESSED SPECIMEN PASS-THROUGH 0 1 T_9 CABINET, BY CONTRACTOR m J U Q o � p Q U � � o00 00 ❑❑ ❑❑ o0 0o W Q � _ z ENLARGED PLAN - RESTROOM (117) AND MECH. ROOM ENLARGED PLAN - JANITOR, PATIENT RESTROOM, AND LAB Q L 1 112" = 1'-0" 2 112" = 1'4' Cn FE U _ CD w 0 J zU ° Q J w W J NEW CONCRETE HOUSEKEEPING PAD ® �/1 0 VJ VJ REFER TO PLAN NEW 6x6-W4.0 x W4.0 WELDED WIRE < (n FABRIC, TYP. z L p Q ^J aX X X X,.Y�k . dX V 11 4 d Q 0 z d LL n 4 O J KEY PLAN o co w EXISTING CONCRETE SLAB 1/32° N #4 BENT BARS SPACED AT 12" O.C. a° BOTH DIRECTIONS. EPDXY INTO Q EXISTING SLAB WITH MIN. 2-1/2" z a EMBED w 42 N i TYPICAL HOUSEKEEPING PAD DETAIL GRAPHIC SCALE S Gary Kranston, State of Florida, Registered Architect, License No. 11541 H AA-403 E 3 SCALE 1/2" = 1'-0" o 1 112" = l'-0" This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T co 0' 1' 2' Printed copies of this document are not considered signed and sealed and N the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:36 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES ❑ 1. REFER TO AA-002 FOR GENERAL NOTES NOT FOUND ON THIS SHEET. m It 2. REFER TO GENERAL PARTITION NOTES ON SHEET AA-003. OU w 3. REFER TO AA-601 FOR DOOR TYPES, SCHEDULE AND DETAILS. Ix 4. REFER TO AA-602 FOR INTERIOR WINDOW TYPES, SCHEDULE AND 171 DETAILS. p 5. REFER TO AA-701 INTERIOR FINISH SCHEDULE AND MATERIAL LIST. D z O U z ❑ 2 REFERENCE KEYNOTES J a DIVISION AND KEYNOTE NO. DESCRIPTION o Ll 3.41 APPLY CONCRETE WATER-BASED STAIN - O REFER TO FINISH SCHEDULE z 4.11 EXISTING MASONRY WALL ASSEMBLY o T7 T7 m 6.09 PLASTIC LAMINATE COUNTERTOP (TYP) ■ 6.10 LOWER CABINET (TYP) c� 6.11 UPPER CABINET (TYP) z 0 6.32 5/8" DENSGLASS GOLD F- EXISTING 7.02 BATT INSULATION w RECEPTION AA 407 103 8.03 ALUMINUM DOORS AND FRAMES w ❑ 5 8.48 INFILL REMOVED EXISTING WINDOW 103 OPENING TO MATCH ADJACENT WALL o ASSEMBLY z a z I - � w > _ cn _ ozcn � 8.50 PATCH EXISTING WALL EDGE AS w REQUIRED PRIOR TO INSTALLATION OF w 6.10 NEW DOOR w z (D N a 12.17 z 6 3 S4 O 2 o CD O A 9.01 5/8 TYPE X GYPSUM BOARD z m oLL 22.10 J -5o -50 _ 6.10 9.02 CORNER BEAD Q Q a o o N o a 6.09 6.09 9.03 6" METAL STUDS AT 16" O.C. TYP. U.N.O. U) 0 0- w 1< 1 u 12.14 M TYP. 9.19 7/8" STUCCO ON METAL STUD FRAMING N 8.48 9.19.2 M-SHAPED, ZINC-COATED CONTROL JOINT fA SIM. c� 9.19.8 PATCH / INFILL REMOVED EXISTING EXTERIOR DOOR WITH 3/8" STUCCO ON CMU WALL. FEATHER AS REQUIRED TO o o r - O PROVIDE A SMOOTH TRANSITION 6.11 - - - - 1 BETWEEN EXISTING AND NEW STUCCO ADA 6.10 - 12.14 MICROWAVE BY OWNER 12.17 10 CU REFRIGERATOR BY OWNER 22.10 SINK AT ADA HEIGHT - REFER TO 3'-0"� - 3'-0" 9 3/4" V-8 3/8" 4.11 9.01 7.02 9.19 9.03 9.02 PLUMBING 6'-0" � 9'- 10" G.1 30" X 48" CLEAR FLOOR SPACE PER 8'-5" FLORIDA ACCESSIBILITY CODE 2020 BPE CA NO.: 00005898 L J 6.32 SECTION 305.3 BPA&ID CA NO.: AAC002023 2 1 9.01 9.19.8 LIU G.1 - LOBBY 9.19.2 BREAK� 101 rn ifl 8.48 102 N 3 9.02 4 AA-407 3.41 6.09 ADA � BELOW TYP. 651 WEST WARREN AVENUE, STE 200 00 LONGWOOD, FLORIDA 32750 T 407.331.6116 WWW.BAEONLINE.COM 8.50 5 " 102 8.03 -50 I z 101 O CV O ENLARGED NEW ALCOVE PLAN DETAIL U � EXISTING 2 Q 1 1/2" = 1'-0" LLJ U � o w � O Q 0�00 00 00 00 00 00 Q Q U_ 2 O 10 1/4" 6 3/8" V Uj Q 17' -4 1/2" - J I U � mm . Q U) � m J ENLARGED PLAN - BREAKROOM AND RECEPTION w z 1 1/2" = 1'-0" U Q U) 0- C) ~ °O Q LL J 0o U 0 Q LLLJ LL 'AVr' � 1..� 7 3 KEY PLAN Q co M J z 1/32" U) C) a° mI `o U al 0 0 N N 2 Gary Kranston, State of Florida, Registered Architect, License No. 11541 H E This item has been digitally signed and sealed by Gary Kranston, RA on E AA-404 04.07.2021 using a digital signature. T co Printed copies of this document are not considered signed and sealed and N j the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:38 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 26.15 12.23.1 12.20 8.04 8.38 8.39 8.40 GENERAL NOTES ❑ TYP. 1. DRILL AND INSTALL 2" CABLE GROMMETS DURING IT EQUIPMENT CEILING HGT. CEILING HGT. DEPLOYMENT PHASE. COORDINATE TIMING AND EXACT m 8'- 11" 8'- 11" LOCATIONS WITH ACADIA IT FIELD ENGINEER AT THE END OF THE PROJECT. OU 12.23 w 2 1 PT-2 PT-2 REFERENCE KEYNOTES ❑ -50 -50 PT-2 DIVISION AND z 0 8.08.4 KEYNOTE NO. DESCRIPTION 6.09 PLASTIC LAMINATE COUNTERTOP (TYP) T-11 6.09.1 ANGLE SUPPORT BRACKET BELOW - z REFER TO DETAIL 8/AA-407, TYP. 8.10 6.10 LOWER CABINET (TYP) o 6.11 UPPER CABINET (TYP) a 115 26.15 6.13.1 4" HIGH PLASTIC LAMINATE BACKSPLASH 10.06.1 10.06.1 0 8.04 HOLLOW METAL FRAMES w ❑ 9.26 8.08.4 HOLLOW METAL DOOR FRAME TYP. 9.26 9.26 8.10 SOLID CORE WOOD DOORS o 8.38 1/4" LAMINATED GLASS PANEL m M 8.39 4" DIAMETER SPEAKING HOLE CENTER AT ■ N - - - - - - - 41-611A.F.F. O.C. 8.40 4" OPEN SPACE BETWEEN BOTTOM OF z FIN. FLR FIN. FLR. GLASS TO TOP OF COUNTER F_ 0 - off0 0 Of 9.26 WALL BASE - REFER TO FINISH SCHEDULE w a 10.06.1 STAINLESS STEEL CORNER GUARDS w ❑ 22.20 6.10 6.09 6.09.1 12.20 OWNER-SUPPLIED AND INSTALLED STEEL TYP. TYP. TYP. TYP. MEDICATION BOX o a DISPENSARY ELEVATION: A DISPENSARY ELEVATION: B 12.23 WALL-MOUNTED CCTV MONITOR AT6'-0" z z 112" = 1'-0" � ' 112" = 1'-0" � AFF, REFER TO ELECTRICAL 1 L w > _ cn _ o z cn J w 12.23.1 WALL-MOUNTED CCTV MONITOR AT 7'-0" o w a AFF, REFER TO ELECTRICAL w z o o 22.02 LAVATORY AT ADA HEIGHT - REFER TO z m � o N C) PLUMBING Q Q o v; o w PT-2 22.08 WATER CLOSET AT ADA HEIGHT - REFER �° ° a U) CEILING HGT.rjk TO PLUMBING a w 8'- 11" 22.10 SINK AT ADA HEIGHT - REFER TO 6.11 22.10 2 1 CEILING HGT. PLUMBING PT-2 -50 -50 6.11 7'- 11" 22.20 COUNTERTOP LAVATORY SYSTEM - REFER TYP T-2 TO PLUMBING 26.15 RECEPTACLE - REFER TO ELECTRICAL 26.15 T-7 T-1 PT-2 LATEX PAINT - REFER TO FINISH TYP. SCHEDULE T-5 22.02 TOILET ACCESSORY KEYNOTES 0 0 0 6.13.1 T-6 T-11 DIVISION AND KEYNOTE NO. DESCRIPTION T-11 6.09 T-3 T-1 24 X 36 CHANNEL FRAME MIRROR, BY CONTRACTOR BPE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 22.08 T-29 T-2 WALL-MOUNTED SOAP DISPENSER, BY 9.26 6.10 CONTRACTOR 0 0 0 0 0 0 0 0 9.26 T-3 WALL-MOUNTED HAND DRYER, BY CD CONTRACTOR T-8 N T-5 18" GRAB BAR T-6 42" GRAB BAR FIN. FLR. _ FIN. FLR. T-7 36" GRAB BAR 0' - 0" !� 0' - 0"� T-8 SURFACE-MOUNTED TOILET TISSUE DISPENSER, BY CONTRACTOR T-10 SURFACE-MOUNTED WASTE RECEPTACLE, 651 WEST WARREN BY CONTRACTOR AVENUE, STE 200 LONGWOOD, FLORIDA 32750 T-11 RECESSED SPECIMEN PASS-THROUGH T 407.331.6116 DISPENSARY ELEVATION: C C4 UA RESTROOM ELEVATION: A CABINET, BY CONTRACTOR WWW.BAEONLINE.COM T-29 UNDER LAVATORY GUARD 112" = 1'-011 112" = 1'-0" O Y CEILING HGT. CEILING HGT. CEILING HGT. W T- 11 T- 11 1 0 LU PT-2 PT-2 v m T-1 , PT-2 W Q T-11 8.08.4 QO Q T-5 < LL T-2 T-3 ' 8.10 T-6 W U) z T-7 ( 1 W O 22.02 ,' 122 `J J � can T-29 ® ` T-10 J ` T-10 T-8 W D 9.26 _ U) z 9.26 9.26 22.08 Q O 26.15 (10 W 0z Q FIN. FLR. _ FIN. FLR. _ FIN. FLR. U ~ Q W 0' - 0" 0' - 0" 0' - 0" LU Q O LL N 7 o W 2 I— col Z J co 0 UA RESTROOM ELEVATION: B UA RESTROOM ELEVATION: C UA RESTROOM ELEVATION: D U 5 112" - 1'4' 112" - 1'4' 112" - 1'-0" l - - - o O N N Gary Kranston, State of Florida, Registered Architect, License No. 11541 H E This item has been digitally signed and sealed by Gary Kranston, RA on E AA-405 04.07.2021 using a digital signature. T co Printed copies of this document are not considered signed and sealed and N j the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:40 PM 11 12 13 ❑ 8 9 10 2 3 4 5 6 REFERENCE KEYNOTES 1 2� DIVISION AND m 8.04 KEYNOTE NO. DESCRIPTION PT-2 6.09 PLASTIC LAMINATE COUNTERTOP (TYP) LU CEILING HGT. PT-2 CEILING HGT. 6.09.8 3" DIAMETER METAL GROMMET FOR CEILING HGT. 7'-8' 7,_s„ 8.10 COMPUTER CABLING z 6.10 LOWER CABINET (TYP) 0 PT-2 6.11 UPPER CABINET (TYP) 6.13.1 4" HIGH PLASTIC LAMINATE BACKSPLASH z T-1 22.03 22.09 6.13.3 4" HIGH PLASTIC LAMINATE SIDESPLASH o T-11 6.19 COUNTER SUPPORT BRACKET z T-11 -� T-2 \\ 6.31 EXISTING WATER HEATER PEDESTAL 0 El ~ J T-3 T-10 104 8.04 HOLLOW METAL FRAMES � LL_ T-29 8.10 SOLID CORE WOOD DOORS w ® 26.15 G- 9.26 WALL BASE - REFER TO FINISH SCHEDULE c' ❑ 0 22.09 T-8 12.19 RECESSED SPECIMEN PASS-THROUGH z T-10 CABINET � 0 e /i T-8 9.26 22.02 LAVATORY AT ADA HEIGHT - REFER TO m PLUMBING 19.26 9.26 22.03 LAVATORY - REFER TO PLUMBING z FIN. FLR. I1 22.08 WATER CLOSET AT ADA HEIGHT - REFER FIN. FLR _ FIN. FLR. I1 0' 0" u TO PLUMBING 0' -- 0" uj 0' _ 0" w 22.09 WATER CLOSET - REFER TO PLUMBING a 22.10 SINK AT ADA HEIGHT - REFER TO a ❑ PLUMBINGLi r 22.17 MOP SINK - REFER TO PLUMBING °z z ELEVATION: B PATIENT ENT RESTROOM ELEVATION: C 22.22 WATER HEATER - REFER TO PLUMBING w > _ �, _ 0 z 0 2 �+TROOM ELEVATION: A ❑� PATIENT RESTROOM E 3 PATIENT RES 112" = 1'-0" 26.15 RECEPTACLE - REFER TO ELECTRICAL � � „ _ 112 = 1 0 PT-2 LATEX PAINT - REFER TO FINISH z N 112 CD SCHEDULE 0 } o o N TOILET ACCESSORY KEYNOTES J Q Q w w o 0 4 4 0 0 Cn DIVISION AND co a o_ N PT-2 KEYNOTE NO. DESCRIPTION CEILING HGT. T-1 24 X 36 CHANNEL FRAME MIRROR, BY PT-2 CEILING HGT. CONTRACTOR 7'-8" 7 s T-2 WALL-MOUNTED SOAP DISPENSER, BY CEILING HGT. 6,11 6.11 T-8" EXISTING 1 -5' EXISTING CONTRACTOR T-3 WALL-MOUNTED HAND DRYER, BY CONTRACTOR T-1 22.22 T-5 18" GRAB BAR T-11 PT-2 T-6 42" GRAB BAR 26.15 T-7 36" GRAB BAR T-8 SURFACE-MOUNTED TOILET TISSUE DISPENSER, BY CONTRACTOR T-2 926 22.17 T-10 SURFACE-MOUNTED WASTE RECEPTACLE, BIDE CA NO.: 0000589 EXISTING BY CONTRACTOR BPA&ID CA NO.: AAC002023 2ISTI T-11 RECESSED SPECIMEN PASS-THROUGH EXISTING CABINET, BY CONTRACTOR 22.03 6.31 T-29 UNDER LAVATORY GUARD T-29 BENTLEY 11 9.26 _FIN. FLR. FIN. FLR. I� - 0' - 0" 0' - 0-"�� FIN. FLR. I� 0' 0 651 WEST WARREN AVENUE, STE 200 LONGWOOD, FLORIDA 32750 T 407.331.6116 WWW.BAEONLINE.COM R ELEVATION A JANITOR ELEVATION B ENT RESTROOM ELEVATION: D JANITOR 6 112„ PATIENT 5 0 C 112" = 1'-011 Q 0 Q PT-2 � 1 � J 2 6.11 �.J 4 -50 -50 CEILING HGT. CEILING HGT. �- Q z SIM CEILING HGT. 7'-g 7 8 1 � `J // 7'-8" LL_ � T-1 PT-2 T-1 U O 00 0 PT-2 L.L. J z C4 26.15 LL Q T-5 T-2 � � 26.15 T (D U j C/) TYP. T-7 T-2 + W 2 6.13.1 22.02 T 0 O 22.10 12.19 T-6 22.02 .J J- `�/ iv 6.13.3 6" � F- 22.08 0 T-29 W J W T-29 2 J 6.09.8 9.26 v, j�j�� Q VJ ~ 6.10 6.09 T-8 9.26 o 6.19 C) ( �/ z 9.26 < (� 0_0 (V 0 FIN. FLR. FIN. FLR n I`� O Q Y FIN. FLR. - �l O, J 0 ^r'�' J li co Wa co ' STAFF RESTROOM ELEVATION: B z STAFF RESTROOM ELEVATION: A LAB ELEVATION g 9 112" 0 112" = 1'-0" N 7 112" - 1' 0" s Gary Kranston,State of Florida, Registered Architect, License No. 11541 HFAA _40E 0 This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T N Printed copies of this document are not considered signed and sealed and N the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:43 PM 10 11 12 13 ❑ 3 4 5 6 8 9 REFERENCE KEYNOTES 1 2 6.11 � 2 DIVISION AND co1 KEYNOTE NO. DESCRIPTION 8.08.4 -50 -50 CEILING HGT. CEILING HGT. 6.09 PLASTIC LAMINATE COUNTERTOP (TYP) w 7'-8 1/2" 6.10 LOWER CABINET (TYP) CEILING HGT. 7'-8" 71-811 12.14 6.11 UPPER CABINET (TYP) z 71 22.10 6.13.1 4" HIGH PLASTIC LAMINATE BACKSPLASH T-5 _ 6.16 LOCKS AS SCHEDULED � PT-2 PT-2 6.19 COUNTER SUPPORT BRACKET N Z T-4 12.17 6.22 DRAWER U T-4 -- 6.30 1" X 4" PAINTED WOOD WITH EASED EDGES T-6 z INSTALLED 33" O.C. A.F.F. - REFER TO 0 El 6.13.1 ~ J SHEET AA-701 FOR PAINT INFORMATION. a - T-8 REFER TO SPECIFICATION SECTION 06 20 Z U_ 6.10 / 117 T-10 T-7 � 0 00 FOR ADDITIONAL INFORMATION o O ❑ T-10 8.04 HOLLOW METAL FRAMES o CD ` 22.08 9.26 8.08.4 HOLLOW METAL DOOR FRAME TYP. o o 9 26 8.10 SOLID CORE WOOD DOORS m 8.38 1/4" LAMINATED GLASS PANEL ` 9.26 `q ■ 8.39 4" DIAMETER SPEAKING HOLE CENTER AT cD FIN._FLR. � 4'-6" A.F.F. O.C. z FIN. FLR. 0' - 0" �I ~ FIN. FLR.�� - 0' 0" V 8.40 4" OPEN SPACE BETWEEN BOTTOM OF � GLASS TO TOP OF COUNTER w 9.26 WALL BASE - REFER TO FINISH SCHEDULE w a 10.06.1 STAINLESS STEEL CORNER GUARDS o ELEVATION: A 12.14 MICROWAVE BY OWNER z z STAFF RESTROOM ELEVATION: D BREAK ROOM 12.17 10 CU REFRIGERATOR BY OWNER C 3 � w > uj _ � _ oz � STAFF RESTROOM ELEVATION: 2 „ _ 1 1/2° = 1' 0" 112 - 0 12.23 WALL-MOUNTED CCTV MONITOR AT 6'-0" 1 112" = 1' 0" AFF, REFER TO ELECTRICAL w o � 12.23.2 WALL-MOUNTED Q-VIEW MONITOR AT 7'-8" o } o N o AFF, REFER TO ELECTRICAL o z m U Y �# N 22.08 WATER CLOSET AT ADA HEIGHT - REFER w Q � 0 0 w in TO PLUMBING Q U) c) o a a o 2 22.10 SINK AT ADA HEIGHT - REFER TO PLUMBING 8.04 26.15 RECEPTACLE - REFER TO ELECTRICAL 1 2 12.23 26.19 OCCUPANCY LIGHT - REFER TO -50 -50 ELECTRICAL CEILING HGT. CEILING HGT. 7'-s,. PT-1 LATEX PAINT - REFER TO FINISH SCHEDULE 7'-8 1/2" PT-2 PT-2 LATEX PAINT - REFER TO FINISH PT-2 6.11 SCHEDULE 8.38 8.39 TYP. i� �, TOILET ACCESSORY KEYNOTES 26.15 6.09 12.14 TYP. 6.22 DIVISION AND KEYNOTE NO. DESCRIPTION BIDE CA NO.: 00005898 8.40 6.16 T-4 WALL-MOUNTED PAPER TOWEL BPA&ID CA NO.: AAC002023 22.10 22.10 2, TYP. DISPENSER, BY OWNER 6.09 i 0 6.10 T-5 18" GRAB BAR 6.09 T-6 42" GRAB BAR 6.19 6.10 0 o T-7 36" GRAB BAR 0 0 o T-8 SURFACE-MOUNTED TOILET TISSUE BENTLEY M a N DISPENSER, BY CONTRACTOR 9.26 T-10 SURFACE-MOUNTED WASTE RECEPTACLE, 9.26 BY CONTRACTOR FIN. FLR. 6 FIN. FLR. � 0' - 0" u \1 51 WEST WARREN 0' - 0" LONGWOOD,, FLORIDA 32750 illmm 3 6 T 407.331.6116 WWW.BAEONLINE.COM -50 -50 RECEPTION ELEVATION: A BREAK ROOM ELEVATION: B 5 112" = 1'-0"11211 w-� 0 12.23.2 PT-1 J CEILING HGT. 9'-4" C U - O 26.19 U O O TYP. w 0' z L0 8.08.4 _j Q Q � LL z C ) _ 0 ` 8.10 r n w I- I- w = U J v i U) J LU 1 � 112 13 co '^ vJ Q U) 0 ' G- _ F_ C0 0_00 w U w LL / IL FIN. FLR. I❑ 0� - 0���_I PT-1 z U J J U) 10.06.1 6.30 9.26 U al 0 0 N N N ELEVATION: A LOBBY 111 ELE s E Gary Kranston,State of Florida, Registered Architect, License No. 11541 H M-407 6 E o 112" - 1' 0" This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T co Printed copies of this document are not considered signed and sealed and N the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:45 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 REFERENCE KEYNOTES ❑ c� DIVISION AND } 0 6.23 KEYNOTE NO. DESCRIPTION 00 0 6.02 2X P.T. WOOD BLOCKING ° 6.25 6.06 WOOD SHIM ix 6.11 6.09 PLASTIC LAMINATE COUNTERTOP (TYP) ❑ 6.12 6.09.3 18" X 18" WALL MOUNT SUPPORT BRACKET o F_ 6.15 6.09.4 SET SCREW PER SUPPORT BRACKET U 6.11 MANUFACTURER RECOMMENDATIONS, ix N = 6.16 cn TYP. z _ = 6.15 6.11 UPPER CABINET (TYP) z o 1'- 1" 6.12 PLASTIC LAMINATE CLAD ADJUSTABLE O El oe SHELF a_ a 6.13.1 4" HIGH PLASTIC LAMINATE BACKSPLASH 0 6.16 6.15 4" STAINLESS STEEL WIRE PULLS o ❑ 6.16 LOCKS AS SCHEDULED cD 6.13.1 6.19 COUNTER SUPPORT BRACKET z p 7.16 6.21 CABINET DOORS m N 6.06 6.06 2'- 1" 6.22 DRAWER ■2'- 1" 6.23 6.22.1 FAKE DRAWER PANEL 6.13.1 O 6.23 6.23 1/4" PLYWOOD BACK WITH PLASTIC 6.13.1 7.16 LAMINATE FACER, TYP. 6.09 6.06 7.16 6 09 6.25 PROVIDE CLOSE-ENDED PANELS AT a 6.19 6•19 EXPOSED CASEWORK, TYP. Q ❑ 22.11 7.03 ACOUSTICAL INSULATION 0 N 6.09 _ 7.16 SEALANT o a z_ 6.19 C - - - - - - - N �' 9.01 5/8" TYPE X GYPSUM BOARD z _ � �� � w > - cn - OzU) �� 6.16 9.26 WALL BASE - REFER TO FINISH SCHEDULE w c 6.16 6 23 TYP. 22.11 SINK - REFER TO PLUMBING o (D a C � � z o o C 6.15 `O O z m N O LL _ 6.22.1 - U N o 6.22 ( cv bi z Q �* o w o w 6.16 6.16 0 "' 6.25 _ TYP. 6.15 (0 _ = 6.15 fO 6.15 N ` N 6.21 TYP. 6.21 -7 6.22 _ TYP. _ 6.25 = 6.25 - - 6.02 6.12 = 6.02 C 3" 3" 01 3" 9.26 9.26 9.26 BPE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 CASEWORK DETAIL WITH TOP DRAWER CASEWORK DETAIL AT SINK CASEWORK DETAIL WITH FOUR DRAWERS LU 1 112" = 1'4" 2 1 112" = l'-0" 1 112" = 1' 0" 1 Ci 14 6.06 6.23 6.25 651 WEST WARREN 6.12 AVENUE, STE 200 LONGWOOD, FLORIDA 32750 - - T 407.331.6116 WWW.BAEONLINE.COM N - - 6.11 6.15 6.16 1'- 1" ' � �i❑ - 9.01 00 W 9.01 �. U 7.03 ;. . 7.03 Q W 00 6.13.1 6.13.1 2'- 1" J 7.16 Q o 7.16 6.13.1 U = z 6.09 6.09 7.16 6.09 z 6.19 J 77 Q U) C) (aim - W � ❑ L- - - - - - - - - Y 6.09.4 LO Uj 6.25 I TYP. C/) 6.09.46.16 N TYP. CV CV 6.15 TYP. 6.09.3 ❑ 6.09.3 col J 6.22 N _ TYP. 0 0 a i 6.09.4 6.09.4 0 0 9.26 -------------- 9.26 3" ------- - - --------------- - - \ _ 9.26 Gary Kranston, State of Florida, Registered Architect, License No. 11541 H E This item has been digitally signed and sealed by Gary Kranston, RA on E NIS AA-50100 COUNTERTOP DETAIL COUNTERTOP DETAIL - BREAKROOM CASEWORK DETAIL WITH THREE DRAWERS O4.07.2021 usingadigitalsignature. T 4 1 1/2" = 1'-0" 1 112" = l'-0" ('6 1 112" = 1A" Printed copies of this document are not considered signed and sealed and N the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:47 PM 1 2 3 4 J 6 7 8 9 9.01 9.01 10 11 2 13 (PT-1) 7.03 6.05 REFERENCE KEYNOTES ❑ -- ---- 9.01 - 6.05 (PT-1) 7.03 9.04 DIVISION AND KEYNOTE NO. DESCRIPTION 00 7.16 6.02 2X P.T. WOOD BLOCKING o 7.16 8.04 --------------- (PT-3) 6.05 3/4" PLYWOOD w 8.04 ❑ (PT-3) 6.06 WOOD SHIM 6.09 PLASTIC LAMINATE COUNTERTOP (TYP) o _ .38.1 6.09.3 18" X 18" WALL MOUNT SUPPORT BRACKET ' 8.38 6.09.4 SET SCREW PER SUPPORT BRACKET � MANUFACTURER RECOMMENDATIONS, z 8.38.1 TYP. o 8.39 8.38 6.11 UPPER CABINET (TYP) o 8.39 6.12.2 PLASTIC LAMINATE OPEN SHELF a__ 6.13.1 4" HIGH PLASTIC LAMINATE BACKSPLASH a U z 6.15 4" STAINLESS STEEL WIRE PULLS o 8.40 6.16 LOCKS AS SCHEDULED 6.19 COUNTER SUPPORT BRACKET 0 6.23 1/4" PLYWOOD BACK WITH PLASTIC in co 6.09 LAMINATE FACER, TYP. 6.25 PROVIDE CLOSE-ENDED PANELS AT N 2'- 1" EXPOSED CASEWORK, TYP. z_ N r 8.40 00 007.03 ACOUSTICAL INSULATION ~ 6.09 7.16 SEALANT iv a 8.04 HOLLOW METAL FRAMES w 71 8.38 1/4" LAMINATED GLASS PANEL N � 8.38.1 TAPER PROOF SCREWS, TYPICAL o 8.39 4" DIA z a METER SPEAKING HOLE CENTER AT � w > _ cn _ Ozcn � 4'-6" A.F.F. O.C. - = 6.19 � w o 8.40 4 OPEN SPACE BETWEEN BOTTOM OF o a 6.09 GLASS TO TOP OF COUNTER F- z o 4' 2'-0 1/4" o a "' _ = 9.01 5/8" TYPE X GYPSUM BOARD � p N m O Z Q -I LI I co z U' w `e �k p .. t � LL 9.01 = - 9.04 3 5/8" METAL STUDS AT 16" O.C. TYP. U.N.O. Q a Q a p o `" � p(PT-1) - _ F- Q 6.09.4 U `� _ = U U) - o - 9.26 _ a W ALL BAn � w SE REFER TO FINISH SCHEDULE CO� o a a o 6.09.3 6.12.2 9.01 b (PT-1) M = 6.09.4 Q iv = - i� 6.09.4 O - - 9.01 6.09.3 r CV - - 6.25 6.05 6.09.4 M _ - - 6.02 9.01 7.03 (PT-2) 9.26 6.05 9.26 ----------------------__ _�-- 7.03 2 1/4" 412 1/4" 9.26 BPE CA O.: 00005898 COUNTERTOP AND WINDOW DETAIL BPA&ID CA NO.: AAC002023N ADA COUNTERTOP AND WINDOW DETAIL = 2 1112" = 1'-0" CASEWORK OPEN SHELVING DETAIL AT DISPENSARY 1 112"= 1'4' 6.06 i 6.23 ----------------- 6.25 ❑ _ - 6.11 _ = 651 WEST WARREN _ = 6.16 AVENUE, STE 200 LONGWOOD, FLORIDA 32750 6.15 T 407.331.6116 WWW.BAEONLINE.COM 7.03 9.01 N U Q z ~ _C) O U 0 >- Cli W QO J 6.13.1 � .J Q 2 - 1' LLJ - 0 U = 7.16 " = (DW o _ _ Q ❑ � - - zU U) W � J 6.09 W 6.09.4 It i C) O i ti N ❑� 1 U 09.3 La col \\ ;! \ � 6.09.4 r ai m 'o 9.26 U al _______________ --- O 0 N O Gary Kranston, State of Florida, Registered Architect, License No. 11541 S COUNTERTOP DETAIL AT LAB H 4 E AA-50200 This item has been digitally signed and sealed by Gary Kranston, RA on 04-07.2021 using a digital signature. E 112"= 1'-0" Tco c Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. N O 4/8/2021 1:52:48 PM 9 I 10 11 12 13 8 2 3 4 J 6 KEYNOTES 0REFERENCE 1 9.01 DIVISION AND m KEYNOTE NO. DESCRIPTION o 7.03 3.06 CONCRETE SLAB (EXISTING) Lu Lu 9.06.3 4.02 8" CMU 6.02.1 ❑ 4.11 EXISTING MASONRY WALL ASSEMBLY z 6.30 6.02.1 WOOD BLOCKING, TYP. TYP. U WALL ASSEMBLY, 9.06.3 9.06.2 - 6.30.1 6.05 3/4" PLYWOOD � WALL ASSEMBLY, TYP. 6.30 1" X 4" PAINTED WOOD WITH EASED EDGES z U) 9.06.1 INSTALLED 33" O.C. A.F.F. - REFER TO o SHEET AA-701 FOR PAINT INFORMATION. 9.06.2 9.06.4 REFER TO SPECIFICATION SECTION 06 20 0 ❑ 9.06.1 9.07 00 FOR ADDITIONAL INFORMATION Q 6.30.1 CONCEALED FASTENERS, TYP. LL co 9.06.4 7.02 BATT INSULATION o ❑ 9.06 � 7.03 ACOUSTICAL INSULATION Q � w CD�\\\ 7.04 SELF-ADHERED WEATHER BARRIER, WRAP z o AROUND NEW WINDOW AND DOOR JAMBS 0 J• ' m > � 7.17 BACKER ROD AND SEALANT, TYP. ■ 8.04 HOLLOW METAL FRAMES 0 8.10 SOLID CORE WOOD DOORS z - - - - - - 9.01 5/8" TYPE X GYPSUM BOARD - o o � O O II W O o O o 0 9A2 CORNER BEAD a 9.03 6" METAL STUDS AT 16" O.C. TYP. U.N.O. o ❑ 9.04 3 5/8" METAL STUDS AT 16 O.G. TYP. U.N.O. 9.05 1 5/8" METAL STUDS AT 16" O.C. TYP. U.N.O. z z TAIL TYPICAL CHAIR RAIL DETAILF9.05.1 7/8" METAL HAT CHANNEL FURRING STUDS DETAIL GYPSUM BOARD CEILING DE 3 ACOUSTIC CEILING 2 3" = 1'-0" AT 16" O.C. TYP. U.N.O. W 6 - 1 -0 9.06 ACOUSTICAL PANEL CEILINGS, REFER TO o � � a N 10.50.4 FINISH SCHEDULE o } a o 0 10.50.5 9.01 9.06.1 MAIN TEE, TYP. U) z o Y o ' o 10.50.4 9.12 9.06.2 CROSSING TEE, U <Q 0 o o N Q o N 10.50.1TYP. 10.50.1 P9.06.3 HANGER WIRE TO UNDERSIDE OF METAL9.01 9.19.4DECK, T10.50.5 g05 9.01 7.02 .06.4 ACOUSTIC CEILING TILE ANGLE FRAMING 6.05 7.03 9.03 MOLD, TYP. 9•19 9.07 GYPSUM BOARD CEILINGS, REFER TO 9.41 rt FINISH SCHEDULE 6.05 9.10 VINYL TILE FLOORING, REFER TO FINISH 717 7.04 SCHEDULE 9.10 9.12 RUBBER WALL BASE, REFER TO FINISH _ 9.42 SCHEDULE 3.06 STUCCO ON METAL STUD FRAMING 9.19 7/8 - � FIN. FLR. - 0' - 0" 9.19.3 CORNER BEAD a 9.19.4 METAL LATH Qe BPE CA NO.: 00005898 9.41 SILL SEALER TAPE, TYPICAL BPA&ID CA NO.: AAC002023 i 9.42 J BEAD \ \ \ 10.50 RECESSED SPECIMEN PASS-THROUGH CABINET 10.50.3 10.50.1 ADJUSTABLE FLANGE WITH SELF EXTERIOR WALL SILL DETAILADHESIVE BACKING BENTLEY 1'-2" 9.04 6 3" = 1'-0" 10.50.2 FIXED FLANGE - - 10.50.3 MOUNTING SCREWS BY PASS-THROUGH 4.02 TOP VIEW 10.50 CABINET MANUFACTURER 4.11 10.50.3 10.50.5 9.01 10.50.4 SPECIMEN PASS-THROUGH DOOR RELEASE 651 WEST WARREN �, 10.50.4 9•04 10.50.5 SPECIMEN PASS-THROUGH DOOR KNOB AVENUE, STE 200 1 - 9.05.1 10.50 8.04 \\\\ \\\\\ LONGWOOD, FLORIDA 32750 TOP VIEW \ \\\\\\\\\ T 407.331LINE. 10.50.5 \\\\\\\\\\\\ 16 WWW.BAEONINE.COM 10.50.4 9.01 \\\\\\\\\ 9.01 7.03 \\\ \\\\\ 4.02 6.05 10.50.3 \\\\\\\ \\ U Q -- > }} � � __ 9.05.1 10.50.1 8.10 A 10.50.1 9.05 10.50 �X xI 10.50 9.04 LL 10.50.4 7.02 J LJ.. � 10.50.4 - } 9.19.3 - FRAMING DETAIL - PLAN VIEW U = LL w o 2„ 7 3" = 1'-0" _ V w (n 2" 9.02 J Z U O �/� w 7.02 9.01 Q V) J z 0 N - - - ' I I I ' - W J O � . - - - - - - w U U � Q U) Q0 �- c0 0_00 LC 2 9.04 3/4" 10.50.3 9.01 co 10.50.2 _ U J (n 7.02 I I - - a 4.11 0_ o N O SIDE VIEW 905 N s E SIDE VIEW Gary Kranston,State of Florida, Registered Architect, License No. 11541 H M-503 - E -THROUGH CAB I N ET D ETAI L FRAMING DETAIL - P LAN V I EW This item has been digitally signed and sealed by Gary Kranston, RA on E50 T CMU RECESSED SPECIMEN PASS g - 0 U G H CABINET N ET DETAIL L A „ _ , „ 04.07.2021 using a digital signature. Tco RECESSED SPECIMEN PASS THR 5 3 - 1 0 3" - 1'-0" 4 _ � Printed copies of this document are not considered signed and sealed and N 3" = 1'-0" the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:50 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES ❑ Hardware Sets C� DOOR SCHEDULE 1. CAULK ALL JOINTS WHERE DOOR AND WINDOW FRAMES COME IN p Set: 1.0: Doors: 129 CONTACT WITH ADJACENT WALL FINISHES. 00 p DOOR FRAME HARDWARE Description: Existing Exterior Alum SF Of MARK TYPE WIDTH HEIGHT THICKNESS MATERIAL MATERIAL HEAD JAMB THRESHOLD SET REMARKS 1 Core 6300 (verify with owner) US15 SA 2. PROVIDE ACOUSTIC SEALS AT ALL DOORS EXCEPT FOR JANITOR. OU 1 Cylinder As required US15 SA PROVIDE JANITOR DOOR WITH SILENCERS. w 101 E E 6' - 0" 7' - 0" 1 3/4" ALUMINUM ALU M N. 4/AA-602 5/AA-602 6/AA-602 2 4. Notes: Existing hardware to remain ix 102 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 12 Verify cylinder requirements 3. ALL DOOR FRAMES TO BE INSTALLED AT 4" FROM FACE OF ❑ FINISHED PARTITION, UNLESS NOTED OTHERWISE. z 103 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 3 set: 2.0: Doors: 101, 127 0 Description: Exterior Alum SF Pair 4. HARDWARE SETS SHALL BE CHROME FINISH. U 104 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 7 2 Continuous Hinge CFM_SLF-HD1 PE D 105 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 10 1 CVR Exit, Nightlatch 64 AD8410 113 x 862 US32D SA Cn 1 CVR Exit, Dummy AD8410 862 US32D SA z 106 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 12 1 Core 6300 (verify with owner) US15 SA o 2 Surface Closer 1431 CPS EN SA 107 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1. 1 Gasketing Included by aluminum door supplier PE z El AA 3' - 0" 7' - 0" DOOR REMARKS O 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1. Notes: Balance of hardware including thresholds and perimeter weatherstripping by the aluminum door supplier. 0 J Exterior doors shall meet FBC standards for windstorm. 1. PROVIDE 1/4" CLEAR LAMINATED GLASS SIDE VISION PANEL. a Q 109 AA 3 - 0 7 - 0 1 3/4 WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1. z_ 110 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 8 1. Set: 3.0: Doors: 103 2. PROVIDE LED OCCUPANCY LIGHT ABOVE DOOR. REFER TO W �� �� �� Description: Reception ELECTRICAL, TYPICAL. p ❑ cc 112 BB 3 - 0 7 - 0 1 3/4 WOOD HM 1/AA-602 2/AA-602 3/AA-602 6 2. 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK 113 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 6 2. 1 Classroom Lock 28 60 7G37 ILL US26D SA 3. PROVIDE 18"X 18" FIXED LOUVER GRILL. REFER TO DOOR z 1 Core 6300 (verify with owner) US15 SA 114 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 6 2. 1 Surface Closer 1431 O or P9 EN SA ELEVATIONS. o 115 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 9 1 Kick Plate K1050 8"x LAR US32D RO 4. PROVIDE WINDOW FILM ON EXISTING DOOR AND SIDELIGHT. m 1 Door Stop 446 or 409 US32D RO ■ 116 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 5 1 Gasketing S88BL PE 1 Gasketing ACP112BL/2 PE (� 117 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 7 1 Door Bottom STC411APK PE z 118 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1 . Set: 5.0: Doors: 116 119 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1 . Description: Mechanical w 120 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 11 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK H 0- 1 Storeroom Lock 28 60 7G04 ILL US26D SA ❑ 121 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1 . 1 Core 6300 (verify with owner) US15 SA o 1 Surface Closer 1431 CPS EN SA 122 BB 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-602 2/AA-602 3/AA-602 7 1 Kick Plate K1050 8"x LAIR US32D RO z z 123 DD 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 13 3. 1 Threshold 271A PE 1 Gasketing S88BL PE II w > - U) - O z U) 124 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1 . 1 Gasketing ACP112BL/2 PE W 125 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1 . 1 Door Bottom STC411APK PE p � a 126 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1 . Set: 6.0: Doors: 112, 113, 114 0 2 o N 0 127 EE 6' - 0" 7' - 0" 1 3/4" ALUMINUM ALUMN. 7/AA-602 8/AA-602 6/AA-602 2 4. Description: Privacy Room z 00 11-- Y N o 0 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK ui Q Q ui O w o w 128 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 11 1. 1 Classroom Lock 28 60 7G37 ILL US26D SA a q O O H 1 Core 6300 (verify with owner) US15 SA U ix 0� Q cn 129 EXISTING 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING N/A N/A N/A 1 4. 1 Surface Closer 1431 CPS EN SA W p 0- 0- p 130 AA 3' - 0" 7' - 0" 1 3/4" WOOD HM 1/AA-601 2/AA-601 3/AA-601 12 1. 1 Kick Plate K1050 8"x LAIR US32D RO 1 Gasketing S88BL PE 1 Gasketing ACP112BL/2 PE AS SCHEDULED AS SCHEDULED AS SCHEDULED 1 Door Bottom STC411APK PE 6" 1'-6" Set: 7.0: Doors: 104, 117, 122 ") Description:Toilet 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK 1 Privacy Lock 28 71-165 ILL US26D SA ' - VIEWER WHERE 1 Surface Closer 1431 O or P9 EN SA 1 Kick Plate K1050 8"x LAIR US32D RO INDICATED IN 1 Door Stop 446 or 409 US32D RO HARDWARE SET ' 1 Gasketing S88BL PE - , 1 Gasketing ACP112BL/2 PE 1 Door Bottom STC411APK PE iv ozz 1 Coat Hook RM802 US32D RO Lu ' - ? Ce _ - - - - ? _ - - - - Set: 8.0: Doors: 110 BPE CA NO.: 00005898 w N o N o N Description: Nursing Supervisor BPA&ID CA NO.: AAC002023 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK 1 Classroom Lock 28 60 7G37 ILL US26D SA U - U) - ❑ U ❑ 1 Core 6300 (verify with owner) US15 SA LLJ Q ¢ Q 1 Surface Closer 1431 O or P9 EN SA ` V 1 Kick Plate K1050 8"x LAIR US32D RO _ 1 Door Stop 446 or 409 US32D RO 1 Gasketing S88BL PE 1/4" LAMINATE GLASS, o � o � 1 Gasketing ACP112BL/2 PE i\1 ` TYP iv ` i1 1 Door Bottom STC411APK PE o Set: 9.0: Doors: 115 Description: Dispensary 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK EQ. 1'-6" EQ. 1 Storeroom Lock 28 60 10G04 LL US26D SA KICKPLATE, REFER TO KICKPLATE, REFER TO LOUVER 1 Deadbolt 60 485 US26D SA 651 WEST WARREN //�� HARDWARE SPECS HARDWARE SPECS 2 Core 6300 (verify with owner) US15 SA AVENUE, STE 200 //�� /` A BB D D 1 Surface Closer 1431 O or P9 EN SA LONGWOOD, FLORIDA 32750 1 Kick Plate K1050 8"x LAIR US32D RO T 407.331.6116 1 Door Stop 446 or 409 US32D RO WWW.BAEONLINE.COM 1 Gasketing S88BL PE 1 Gasketing ACP112BL/2 PE 1 Door Bottom STC411APK PE 1 Viewer 620 CRM RO MATCH EXISTING Notes: Install viewer @54"AFF Viewer shall allow for view from inside of room to corridor AS SCHEDULED Set: 10.0: Doors: 105 EQ. EQ. MATCH Description:Janitor EXISTING 3 1/2" 2'-5" 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK A 1 Classroom Lock 28 60 7G37 ILL US26D SA NEW CORNICE TO 1 Core 6300 (verify with owner) US15 SA U Q O MATCH EXISTING. O 1 Surface Closer 1431 O or P9 EN SA Q = z - = z 1 Kick Plate K1050 8"x LAIR US32D RO U INSTALL ABOVE DOOR V ' ` � (n Q 101 ONLY. Q � / >-1 Door Stop 446 or 409 US32D RO v W 2 w g w 3 Silencer 608-RKW RO O Set: 11.0: Doors: 120, 128 W Q O E-- / \ SECTION A-A Description: Medical Director Q / \ 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK J w / \ 1 Classroom Lock 28 60 7G37 ILL US26D SA / LL / \ 1 Core 6300 (verify with owner) US15 SA U = ., W / \ 1 Surface Closer 1431 O or P9 EN SA rn / \ 1 Kick Plate K1050 8"x LAIR US32D RO = V W Q / \ 1 Door Stop 446 or 409 US32D RO Q 1 Gasketing S88BL PE yT U � - - - - - - - - � 1 Gasketing ACP112BL/2 PE w p iv 1 Door Bottom STC411APK PE /� J W J't Q ' Set: 12.0: Doors: 102, 106, 107, 108, 109, 118, 119, 121, 124, 125, 126, W 130 U) - - - - - - - - Description: Lab/Group/ Break/Office (no closer) LLI Q \ / 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK �/'� V 3:\ / 1 Classroom Lock 28 60 7G37 ILL US26D SA v � ) U \\ // 1 Core 6300 (verify with owner) US15 SA Q 0 1 Kick Plate K1050 8"x LAIR US32D RO \ / 1 Gasketing S88BL PE Q N \ / 1 Gasketing ACP112BL/2 PE 0_ 0 \ / 1 Door Bottom STC411APK PE \ / o ~ O Set: 13.0: Doors: 123 v ^^ Description: IT Q 3 Hinge, Full Mortise TA2714 4-1/2"x 4-1/2" US26D MK NEW WINDOW FILM ON 1 Classroom Lock 28 60 7G37 ILL US26D SA GLAZING 1 Core 6300 (verify with owner) US15 SA E E 1 Surface Closer 1431 O or P9 EN SA M 1 Kick Plate K1050 8"x LAIR US32D RO U 1 Door Stop 446 or 409 US32D RO 1 Gasketing S88BL PE 1 Gasketing ACP112BL/2 PE a, DOOR TYPES 1 Door Bottom STC411APK PE U Q 1/2" = 1'-011 _o N 2 Gary Kranston, State of Florida, Registered Architect, License No. 11541 H E This item has been digitally signed and sealed by Gary Kranston, RA on E AA-601 04.07.2021 using a digital signature. T co Printed copies of this document are not considered signed and sealed and N j the SHA authentication code must be verified on any electronic copies. O 4/8/2021 1:52:51 PM 8 9 10 11 12 13 3 4 5 6 7 REFERENCE KEYNOTES 0 1 2 DIVISION AND m KEYNOTE NO. DESCRIPTION o 3.08 PRE-CAST CONCRETE LINTEL w 4.02 8" CMU 5.07 6" METAL STUD, SPACING @ 16" O.C. (25 GA. MIN, REFER TO PARTITION NOTE 3 ON _o SHEET AA-003) 9.01 8.10 6.04 5/8" EXTERIOR GRADE PLYWOOD = 8.08.4 SHEATHING z O 7.03 . - _- 6.05 3/4" PLYWOOD � 716 8.10 6.06 WOOD SHIM o El 9.04 8 08 4 7.01 RIGID INSULATION J U z 7.02 BATT INSULATION LL 7.16 ❑'� 9.01 7.03 ACOUSTICAL INSULATION o ❑ 8.08.4 9.26 7.16 SEALANT CD 7.17 BACKER ROD AND SEALANT, TYP. Z 0 s.10 8.02.1 7.53.1 WATERPROOFING MEMBRANE m 8.02.1 DOOR BOTTOM - REFER TO DOOR NOTE: SEE FINISH SCHEDULE HARDWARE SCHEDULE cD 9.01 FOR FLOOR FINISHES 7.03 I\ 8 08 4 HOLLOW META8.06 ALUMINUM L FRAME TYP. 9.04 8.09 ALUMINUM DOORS W a 8.10 SOLID CORE WOOD DOORS a ❑ 8.16.1 ALUMINUM STOREFRONT FRAME 8.31 ADA ALUMINUM THRESHOLD PER z z HEAD DETAILC TYPICAL INTERIOR DOOR JAMB DET T1_ AIL TYPICAL INTERIOR DOOR THRESHOLD DETAIL HARDWARE SET; 1/2" HEIGHT MAX. W > _ _ o z TYPICAL INTERIOR DOOR 3" = 1'-0" 8.45 HILTI KWIK-CON II 1/4" CONCRETE SCREWS w 3" = 1' 0" WITH MIN. EMBEDMENT OF 1-314" PER NOA o C9 N a 3" = 1'-0" 8.46 1/4" DIA. SELF DRILLING SCREWS PER NOA o } o 0 0 9.01 5/8" TYPE X GYPSUM BOARD z m Y �* N o 9.02 CORNER BEAD a a o o Cn U af w � a N 9.03 6" METAL STUDS AT 16" O.C. TYP. U.N.O. a o_ 9.04 3 5/8" METAL STUDS AT 16" O.C. TYP. U.N.O. 9.05 1 5/8" METAL STUDS AT 16" O.C. TYP. U.N.O. s.o5 \ EXISTING 9.12 RUBBER WALL BASE, REFER TO FINISH �� A .01 VERIFY SCHEDULE \ \ EXISTING EXISTING 9.19 7/8" STUCCO ON METAL STUD FRAMING 4.02 9.02 EXISTING VERIFY INTERIOR NOTE: SEE FINISH SCHEDULE 9.19.1 3/8" STUCCO ON CMU WALL 9.27 EXISTING FOR WALL FINISHES ❑ 4.02 1 v2 B 9.19.4 METAL LATH 9.19.7 PATCH EXISTING STUCCO RETURN AS EXISTING VERIFY 9.19.1 REQUIRED TO MATCH EXISTING VERIFY 7.17 CONDITIONS. 7.01 ❑ ❑❑❑❑❑ 9.26 WALL BASE - REFER TO FINISH SCHEDULE ❑ 6.06 EXISTING 9.27 PAINT -REFER TO FINISH SCHEDULE 3.08 8.45 ❑❑ 9.31 J-CHANNEL BPA&D CA NO. AAC002023 9.19.7 ❑ 9.31 N INTERIOR 9.01 EXTERIOR 7.17 BENTLEY INTERIOR 9.02 \ \ _ EXTERIOR ---�' �� ❑ 8.09 ❑❑ \\ 8.31 9.01 9.12 NOTE-. SEE FINISH SCHEDULE FOR FLOOR FINISHES 6.06 8.16.1 6" 9.05 651 WEST WARREN AVENUE, STE 200 8.16.1 LONGWOOD, FLORIDA 32750 8.45 NOTE: SEE FINISH SCHEDULE 7.53.1 T 407.331.E 116 FOR WALL FINISHES 7.17 8.06 9.31 EXTERIOR 9.19.1 WWW.BAEONLINE.COM EXISTING -VERIFY 8.09 9.19.7 9.19.4 R HEAD DETAIL EXTERIOR DOOR JAMB DET AIL EXISTING -VERIFY � EXTERIOR DOOR THRESHOLD DETAIL EXTERIOR D00 5 6 4 3„ = 1'-0" 3" = 1'-0" U Q U - 9.19.4 111 9.01 LLJ O J 9.03 9.01 NOTE: SEE FINISH SCHEDULE Q INTERIOR FOR WALL FINISHES 5.07 U = ^ 7.53.1 T W 7.17 w ° 1 1/2"VB V 6.05 6.06 .J �( U) 7.02 I ° - - - - UJ o 9.19 9.31 V) cm 7.17 c� 0_01 I`' 0 N EXTERIOR U INTERIOR z 9.01 e ❑ 9.02 8.09 9.03 ^'' �U 6.06 8.46 EXTERIOR 7.53.1 U) 0 a 8.46 NOTE: SEE FINISH SCHEDULE 9.31 FOR WALL FINISHES 6.04 9.19 8.16.1 0 N 9.19.4 0 N N 8.09 S Gary Kranston,State of Florida, Registered Architect, License No. 11541 H M _ O^ 0 E 6 L This item has been digitally signed and sealed by Gary Kranston, RA on E EXTERIOR DOOR JAMB DETAIL AT METAL STUDS O4.07.2021 usingadigitalsignature. T co ` AIL AT METAL STUDS y EXTERIOR DOOR HEAD DETAIL g _ 3" - 1'-0" Printed copies of this document are not considered signed and sealed and N the SHA authentication code must be verified on any electronic copies. O 6 �' 4/8/2021 1:52:53 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 EXISTING 7.01 REFERENCE KEYNOTES ❑ WINDOW SCHEDULE VERIFY DIVISION AND EXISTING EXISTING EXISTING EXISTING EXISTING KEYNOTE NO. DESCRIPTION 00 0 WINDOW UNIT GLAZING FRAME \ \ \ � VERIFY 9 31 9.19.1 9.19.4 4.02 � TYPE WIDTH HEIGHT TYPE DESCRIPTION MATERIAL HEAD JAMB SILL ❑\ VERIFY VERIFY VERIFY VERIFY 3.06 CONCRETE SLAB (EXISTING) o REMARKS EXISTING U 1 2'-4" 3'-2" LAMINATED ALUM 7/AA-602 8/AA-602 N/A 1., 3., 4., 5., 9. 9.01 7.16 4.02 8" CMU w ❑ ir 1A 2'-4" 3'-8" LAMINATED ALUM 7/AA-602 8/AA-602 N/A 1., 3., 4., 5., 9. A\\❑\\ VERIFY 4.70 EXISTING LINTEL TO REMAIN \ EXISTING 8.16.1 ❑ \ 5.23 EXISTING STEEL ANGLE z I 2'-4" 3'-2" LAMINATED ALUM 7/AA-602 8/AA-602 N/A 1., 3., 4., 5., 9. \ \ \\I 9.05 O ❑ VERIFY 8.16 6.05 3/4" PLYWOOD F- 2 V-3" 6'-6 1/2" EXISTING EXISTING N/A N/A N/A 1. , 2. , 3., 9. \ U \ EXISTING D \❑\ 9.02 6.06 WOOD SHIM 3 2'-111/2" 4'-1" EXISTING EXISTING N/A N/A N/A 2 3 9 \\ � \ o 4 3'-1 5' CD" -4" EXISTING EXISTING N/A N/A N/A 6., 9., 10. VERIFY 7.01 RIGID INSULATION \ \\ \ 7.16 7.03 ACOUSTICAL INSULATION 0 3'-4" T-4" LAMINATED ALUM 3/AA-602 4/AA-602 6/AA-602 1. , 2. , 3., 7., 8., 9. ❑ 9.19.4 z REMARKS: 7.04 SELF-ADHERED WEATHER BARRIER, WRAP ° El AROUND NEW WINDOW AND DOOR JAMBS a_ 5.23 � Q 7.12 0.050" MIN. BREAK METAL FLASHING WI cUn U_ 1. REFER TO DETAIL 3 ON SHEET AA-603 FOR EXISTING STOREFRONT ELEVATIONS. TH O o = DRIP w 7.04 0 C ❑ . PROVIDE AND INSTALL GLAZING FILM AT ALL STOREFRONT LOCATIONS WITHIN AREA OF WORK. REFER TO SPECIFICATION SECTION 08 87 13 FOR MORE � � 7.16 INFORMATION. SEALANT 6.06 - - - - -. WINDOW UNIT WIDTH INDICATES THE FULL ASSEMBLY. REFER TO ELEVATIONS FOR FURTHER CLARIFICATION ON GLAZING WIDTHS. 8.04 HOLLOW METAL FRAMES Z 0 . REFER TO SHEET AA-603 FOR INTERIOR LAMINATED GLASS ELEVATIONS AND DETAILS. 8.16.1 8.16 ALUMINUM STOREFRONT LAMINATED AND 5. � REFER TO SPECIFICATION SECTION 08 80 00 FOR MORE INFORMATION ON LAMINATE GLASS. in816 7.16 WIND RATED WINDOWS 6. PROVIDE AND INSTALL WINDOW TREATMENT WT-2 HORIZONTAL LOUVER BLINDS.7. INSULATED LAMINATED TINTED GLASS WITH LOW E COATING PER SECTION 08 80 00 AT EXTERIOR WINDOW LOCATIONS. EXISTING 6" 8.16.1 ALUMINUM STOREFRONT FRAME 8. NEW WINDOW TO BE IMPACT RESISTANT. 9.01 8.16.2 ALUMINUM STOREFRONT MULLION9. z FIELD VERIFY THE EXISTING SIZE OF ALL WINDOWS, TYPICAL. VERIFY 8.38 1/4" LAMINATED GLASS PANEL F- 10. EXISTING GLASS BLOCK. EXISTING EXISTING EXISTING EXISTING TYP 8.38.1 TAPER PROOF SCREWS, TYPICAL w 9.02 9.05 7.04 7.01 9.01 a VERIFY VERIFY VERIFY VERIFY 8.39 4" DIAMETER SPEAKING HOLE CENTER AT ❑ Q 4'-6" A.F.F. O.C. o _ 2'-4" WINDOW HEAD DETAIL } 2 4 WINDOW JAMB DETAIL 8.40 4" OPEN SPACE BETWEEN BOTTOM OF 2�� 2�� 2„_ 2�, � � O Q 1'-0" 1'-0" 1'-0" 1'-0" 2" 2,-o„ 2" 3 = 1'-0" z 3"= 1'-0" GLASS TO TOP OF COUNTER ? 8.04 N cN - Qfw > _ w _ 0zw 8.04 N 8.04 8.41 INSTALL GLAZING FILM ON EXISTING w WINDOWS, UNO. REFER TO WINDOW o w a 8.38 �� �/ 8.38 �/ 8 38 ELEVATIONS ON SHEET AA-603 FOR z o0 0 EXISTING WINDOW SIZES. ° } o N o z 8.39 8.44 EXISTING GLASS BLOCK TO REMAIN a a Lu N u; o 8.16 D LU 8.39 U) 8.40 �o o _ 9.09 5/18'LTYPE LX GYP GASKET, TYPICAL co o 0- a o 0 SUM BOARD �o '2 9.02 CORNER BEAD 8.40 8.16 9.04 3 5/8" METAL STUDS AT 16" O.C. TYP. U.N.O. � , M 8.16.2 8.16.1 9.05 1 5/8" METAL STUDS AT 16" O.C. TYP. U.N.O. 9.10 VINYL TILE FLOORING, REFER TO FINISH \ 8 16 SCHEDULE � 9.10 9.19.1 3/8" STUCCO ON CMU WALL 8.16.1 9.19.4 METAL LATH 3.06 9.31 J-CHANNEL 7.16 12.26 HORIZONTAL LOUVER BLINDS - REFER TO SPECIFICATION 12 21 13 FOR ADDITIONAL 8.49 INFORMATION Cl) N 7.12 BPE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 TYPICAL STANDARD ELEVATION (WINDOW TYPE 1) TYPICAL ADA ELEVATION (WINDOW TYPE 1A) - TYPICAL WINDOW ELEVATION (WINDOW TYPE 113) INTERIOR WINDOW ELEVATIONS WINDOW MULLION DETAIL WINDOW NDOW SILL DETAIL 651 WEST WARREN � 3" = 1'-0" 6 3" = 1'-0" AVENUE, STE 200 LONGWOOD, FLORIDA 32750 9.01 T 407.331.6116 7.03 WWW.BAEONLINE.COM 9.04 6.05 AT DISPENSARY 1'-3" V 2'- 11 1/2" 3'- 1" 2„ WINDOWS ONLY FIELD VERIF FIELD VERIFY 2" 7.16 2" 2" FIELD VERIFY T - 1 1/2" 11„ 2„--- 8.04 2'-7 1/2" 2 1" 1 2'- 11" _ (V N PRIVATE ROOM/PATIENT LOBBY ❑ DISPENSARY/RECEPTION 3 r Q -60 8.38.1 U W _J 8.41 8.41 12.26 � �/ //, / _ 8.38 < 0 < 8.44 .J W � TYP. LL Of % //, 8.16 > A (r'1n� �t o ih w 4 V w Q L J 8.16.1 -60 7 INTERIOR WINDOW GLASS HEAD DETAIL �-- = U N � w I 3"- 1-0 _j > �/ % % w 8.41 Q M Q J w J 8.38 w Q = w �/ 8.16.2 U 8.38.1 ♦^ � (n 8.04 / DISPENSARY/RECEPTION 0 5 -60 7.16 It 9.01 Q 0 Q [ifz 9.04 r l O 7.03 v (V LL Z 6 CM -60 6.05 \ AT DISPENSARY La co WINDOWS ONLY all U EXISTING EXTERIOR WINDOW TYPE 2 0 EXISTING EXTERIOR WINDOW TYPE 3 EXISTING EXTERIOR WINDOW TYPE 4 i NEW EXTERIOR WINDOW TYPE 5 9.01 a U PRIVATE ROOM /PATIENT LOBBY 0 N TYPICAL EXTERIOR WINDOW ELEVATIONS N 23/4" Gary Kranston, State of Florida, Registered Architect, License No. 11541 S INTERIOR WINDOW GLASS JAMB DETAIL H s - 1 0 U 8 This item has been digitally signed and sealed by Gary Kranston, RA on E AA-603 04-07.2021 using a digital signature. T co Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. N O 4/8/2021 1:52:55 PM 2 3 4 5 6 7 8 9 10 1 12 13 Ll FINISH SCHEDULE FINISH MATERIALS o WALL FINISH WALL FINISH WALL FINISH WALL FINISH CEILING co ROOM NUMBER ROOM NAME AREA FLOOR FINISH BASE FINISH NORTH SOUTH EAST WEST MATERIAL CEILING FINISH REMARKS ° 101 LOBBY 194 SF LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 ACT-1 REFER TO SECTION 09 51 00 1 BASE ACOUSTICAL CEILING TILE 102 BREAK 99 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 g_1 ACT-1 ❑ 103 RECEPTION 103 SF LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 ACT-1 REFER TO SECTION 09 51 00 MANUFACTURER: ROPPE MANUFACTURER: ARMSTRONG ° 104 PAT. RR 39 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 TYPE: VINYL TYPE TP SERIES: FINE FISSURED SECOND LOOK II 0 Of 105 JANITOR 21 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 EXIST GYP PT-4 STYLE: COVE EDGE: 15/16"ANGLED TEGULAR co 106 LAB 55 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 HEIGHT: 4" MODEL: #1761 0 107 OFFICE 74 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 COLOR: 110 BROWN SIZE: 24"x 48"x 3/4" U 108 OFFICE 81 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 GRID: PRELUDE 15116" o El COLOR: WHITE a 109 OFFICE 71 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 REMARKS: HUMIGUARD PLUS CEILING PANELS Z 110 CLIN. SUP. 83 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 w cc 111 LOBBY 305 SF LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 ACT-1 REFER TO SECTION 09 51 00 1 ❑ CARPET PAINT 112 PRIV. RM 28 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 z 113 PRIV. RM 25 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 CPT-1 PRIMER o MANUFACTURER: J +J FLOORING GROUP MANUFACTURER: SHERWIN WILLIAMS � 114 PRIV. RM 25 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 STYLE NAME: INVISIONMIX II SERIES: PROGREEN 200 m 115 DISPENSARY 213 SF LVT-1 B-1 PT-2 N/A PT-2 PT-2 GYP PT-4 2 STYLE NUMBER: 3512 TYPE: INTERIOR LATEX 115A N.S. 73 SF LVT-1 B-1 N/A PT-2 PT-2 PT-2 GYP PT-4 2 COLOR NAME: MINGLE NUMBER: PRIMER z 116 MECH 54 SF CONCRETE N/A PT-2 PT-2 PT-2 PT-2 OPEN TO ABOVE N/A COLOR NUMBER: 1450 NOTES: B28W600 117 STAFF RR 51 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 SIZE: 12 FT ROLL LOW VOC w 118 OFFICE 84 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 CARPET BACKING: PREMIUM BAC PLUS w a 119 OFFICE 67 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 INSTALL METHOD: MANUF. CARPET ADHESIVE o ❑ PT-1 120 MD OFFICE 90 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 MANUFACTURER: VALSPAR z a 121 OFFICE 84 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 SERIES: VALSPAR 4000 ZERO VOC LATEX z VINYL COMPOSITION TILE 0� w > _ U) _ o z U) 122 UA RR 61 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 TYPE: WALL w NUMBER: 5003 2A w Of 123 IT 79 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 2 LVT-1 0 a MANUFACTURER: EARTH WORKS COLOR: COTTAGE LATTICE GREEN w z CD o 124 OFFICE 74 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 COLOR#: RGB 134, 138125 0 � 0 N SERIES: WOOD CLASSIC PLANK z 00 125 OFFICE 72 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 FINISH: EGGSHELL cn z 0 v Y *� o - o NUMBER: GWC 9815 w Q Q W N o w 126 GROUP 147 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 1 REMARKS: USED AT LOBBY WAITING AREA < w co COLOR: TUCSON Q Q o o < co co 127 LOBBY 234 SF LVT-1 B-1 N/A PT-1 PT-1 PT-1 ACT-1 REFER TO SECTION 09 51 00 1 SIZE: 7.24"x37.4"x 0.12" CORRIDOR,AND COMMON AREAS vv, 1k, a a o 128 CLIN. DIR. 185 SF CPT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 3 REMARKS: GLUE DOWN 129 CORR. 159 SF LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 ACT-1 REFER TO SECTION 09 51 00 1 PT-2 130 COPY ROOM 73 SF LVT-1 B-1 PT-2 PT-2 PT-2 PT-2 ACT-1 REFER TO SECTION 09 51 00 TRANSITION STRIP MANUFACTURER: VALSPAR 131 CORR. 105 SF LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 ACT-1 REFER TO SECTION 09 51 00 TS-1 SERIES: VALSPAR 4000 ZERO VOC LATEX GRAND TOTAL 3108 SF MANUFACTURER: ROPPE TYPE: WALL NUMBER: 5005-313 MATERIAL: RUBBER COLOR: SPARKLING SAGE TYPE: #50 TILE/CARPET JOINER COLOR#: RGB 200, 208197 REMARKS: HEIGHT: 7/32" FINISH: EGGSHELL COLOR: 110 BROWN REMARKS: USED AT OFFICES, GROUP 1. PROVIDE AND INSTALL CHAIR RAIL.(CR-1) REFER TO DETAIL 3/AA-503. ROOMS, DISPENSARY, BREAK 2. PROVIDE AND INSTALL PLYWOOD BACKER BOARDS. REFER TO WALL TYPE S6-h. ROOM, IT ROOM, MECHANICAL 3. PROVIDE AND INSTALL A TRANSITON STRIP (TS-1) UNDER THE DOOR BETWEEN THE LVT AND CHAIR RAIL ROOM, EXAM ROOM, LAB,AND CARPET FLOOR FINISHES AND AT LVT TO CONCRETE FLOOR TRANSITION. RESTROOMS. BPE CA No.: 00005898 CR-1 BPA&ID CA NO.: AAC002023 GENERAL NOTES MATERIAL: 1"X 4"SOLID WOOD PT-3 LU FINISH: PAINTED PAINT COLOR: PT-3 MANUFACTURER: SHERWIN WILLIAMS INSTALL HEIGHT: 33" O.C. A.F.F. -VERIFY WITH CHAIRS SERIES: ROCLASSIC T INTERIOR FINISHES SUBSTITUTIONS TYPE: TRIM � LOCATION: WAITING ROOM, CORRIDORS,AND NUMBER: SW7027 INSTALLERS OF EACH FINISH MATERIAL SHALL INSPECT BOTH THE SUBSTRATE AND CONDITIONS MATERIALS, PRODUCTS AND EQUIPMENT SPECIFIED IN CONTRACT DOCUMENTS ESTABLISH A GROUP ROOMS UNDER WHICH WORK IS TO BE PERFORMED. INSTALLER SHALL NOT PROCEED UNTIL UN- STANDARD OF QUALITY WITH WHICH PROPOSED SUBSTITUTIONS MUST COMPLY. REQUESTS FOR COLOR: WELL-BRED BROWN SATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN AN ACCEPTABLE MANNER TO ALL SUBSTITUTIONS SHALL BE SELECTED BY THE CONTRACTOR AND SUBMITTED TO THE OFFICE OF COLOR#: RGB 86, 89, 55 THE ARCHITECT WITH SPECIFICATIONS COMPARING SUBSTITUTION WITH THE ORIGINAL FINISH: SEMI-GLOSS PARTIES AND MEET ALL MANUFACTURER'S REQUIREMENTS. REMARKS: USED AT DOOR AND WINDOW ALL INTERIOR FINISHES SHALL COMPLY WITH SECTIONS 803 AND 804 OF RESTRICTIONS OF COMBUSTIBLE SELECTION. ARCHITECT IS NOT RESPONSIBLE FOR SELECTING ALTERNATE COLOR AND / OR CORNER GUARDS TRIM SPECIFIC MODELS / PATTERNS. 651 WEST WARREN MATERIALS OF THE FLORIDA BUILDING CODE. ALL INTERIOR FINISHES SHALL BE CLASS B OR CG-1 AVENUE, STE 200 BETTER. INTERIOR FINISH SHALL BE IN ACCORDANCE WITH NFPA 101 SECTION 10.2. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP LONGWOOD, FLORIDA 32750 DRAWINGS OR PRODUCT DATA SUBMITTALS WITHOUT PRIOR SEPARATE WRITTEN REQUEST OR MANUFACTURER: KOROGUARD PT-4 T407.331.6116 THE INTENT IS TO PROVIDE A COMPLETE FINISHED INTERIOR WHETHER OR NOT SPECIFICALLY MODEL: GS35 WWW.BAEONLINE.COM INDICATED. SOME ITEMS MAY NOT BE SPECIFICALLY INDICATED TO BE PAINTED ON DRAWINGS, WHEN ACCEPTANCE WILL REQUIRE SUBSTANTIAL REVISION OF CONTRACT DOCUMENTS. MATERIAL: 16 GAUGE STAINLESS STEEL TYPE 304 MANUFACTURER: SHERWIN WILLIAMS SCHEDULES, OR SPECIFICATIONS, HOWEVER, ALL ITEMS SHALL BE FINISHED AND/OR PAINTED CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF COMPATIBILITY OF SUBSTITUTIONS TO FINISH: #4 SATIN SERIES: PROCLASSIC AS DIRECTED BY THE DESIGNER, WHETHER OR NOT SPECIFICALLY SCHEDULED OR INDICATED OTHER RELATED WORK. LEG LENGTH: 2" MINIMUM TYPE: CEILING AS SHOWN. ANGLE: 90 DEG. NUMBER: SW7007 MILLWORK INSTALL ALL LUXURY VINYL TILE IN THE SAME DIRECTION UNLESS OTHERWISE NOTED HEIGHT: 48" FORM FINISH FLOOR TO TOP OF COLOR: CEILING BRIGHT WHITE CARPET INSTALLER SHALL SUBMIT SEAMING SHOP DRAWING FOR ALL AREAS SPECIFIED TO ALL MILLWORK DEPICTED HEREIN SHALL COMPLY WITH STANDARDS FOR CUSTOM GRADE AS CORNER GUARD COLOR#: RGB 233, 235, 231 RECEIVE CARPET FLOORING PRIOR TO COMMENCEMENT OF WORK. SPECIFIED IN THE CURRENT EDITION OF THE ARCHITECTURAL WOODWORKER INSTITUTE STANDARDS. FINISH: FLAT REMARKS: USED AT GYPSUM BOARD � MILLWORK SUBCONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE OFFICE WINDOW TREATMENTS RETAIN LARGE PIECES (MIN. 2 FT X 2 FT) OF WASTE CARPET SCRAPS FOR FUTURE REPAIRS. CEILINGS — FOR OWNER REVIEW AND SELECTION. WASTE SCRAPS NOT SELECTED BY THE OWNER SHALL OF THE ARCHITECT PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT OF WORK. WT-1 U J BE DISCARDED AND REMOVED FORM THE JOB SITE. ALL ARCHITECTURAL WOODWORK SHALL BE GUARANTEED TO BE OF GOOD MATERIAL AND MANUFACTURER: SAINT GOBIN PERFORMANCE PLASTICS J WORKMANSHIP AND FREE FROM DEFECTS THAT RENDER IT UNSERVICEABLE FOR THE USE FOR � THE CARPET SHALL BE DELIVERED TO THE JOB SITE IN THE ORIGINAL MILL WRAPPINGS WITH TYPE: WINDOW FILM PT-5 SERIES: SOLAR GARD MANUFACTURER. HC CONCRETE r 0� � Q EACH ROLL HAVING ITS SIZE, DYE LOT, MATERIAL AND REGISTER NUMBER PROPERLY AND WHICH IT IS INTENDED FOR A PERIOD OF ONE (1) YEAR AFTER APPROVED FINAL INSTALLATION SHADE STYLE: CLEAR FROST SERIES: COLORTOPNCR WATER-BASED w W CLEARLY MARKED ON EACH BALE. DATE. REMARKS: TO BE INSTALLED AT ALL EXISTING STOREFRONT TYPE: CONCRETE STAIN �/ Q 0 ~ PAINT ALL EXPOSED AND SEMI-EXPOSED WOOD BLOCKING AND METAL SUPPORTS TO MATCH ALL ARCHITECTURAL WOODWORK SHALL BE FACTORY FINISHED. WINDOW LOCATIONS WITHIN AREA OF WORK COLOR: GULL GRAY J < ADJACENT SURFACES. COORDINATE WITH ARCHITECT. REMARKS: USED AT NEW EXPOSED Q LL 2 WT-2 PAINTING OF MECHANICAL AND ELECTRICAL WORK IS LIMITED TO THOSE ITEMS EXPOSED IN CONCRETE SLAB LOCATIONS U = ., Q MECHANICAL EQUIPMENT ROOMS AND IN OCCUPIED SPACES. MANUFACTURER: VERTILUX PLASTIC LAMINATE = n W W PAINTED FINISH ON METAL SURFACES SHALL BE SMOOTH, CLEAR AND FREE OF ALL BRUSH TYPE: HORIZONTAL LOUVER BLINDS PL-1 J MARKS. SERIES: LOUVERLUX SHADE STYLE: SOLID COLOR 1" MANUFACTURER: WILSONART Q (� J ALL MISCELLANEOUS GRILLES, PLATES, ETC., OCCURRING IN THE PROJECT AREA ARE TO BE PATTERN: SABLE SOAPSTONE LU _ FINISHED TO MATCH WALL OR CEILING ON WHICH THEY OCCUR. REMARKS: TO BE INSTALLED AT ALL WINDOW LOCATIONS W ALL CARPET OR OTHER FLOOR COVERING TRANSITIONS SHALL OCCUR UNDER CENTERLINE OF WITHIN AREA OF WORK UNLESS NOTED OTHERWISE NUMBER: MAT 38 = U) DOOR AS IT SITS IN CLOSED POSITION. FINISH: MATTE (f� U _ REMARKS: COUNTERTOPS, BACKSPLASH AND INSTALL A RUBBER TRANSITION STRIP AT THRESHOLD WHERE CARPET MEETS HARD FLOORING. SIDE SPLASHES Q I,. U) GYPSUM BOARD SHALL BE FINISHED TO A MINIMUM LEVEL 5 PER GA-214 & ASTM C 840 UNLESS 0 (.0 �- z OTHERWISE NOTED. PL-2 Q / C0 0. � MANUFACTURER. FORMICA U 0 O PATTERN: WHITE NUMBER: 949-58 Q 0W FINISH: MATTE F.- REMARKS: CABINETS Z U J Gary Kranston 0 Gary Kranston2022.01 . 18 a 10:22:42-05'00 N N N Gary Kranston, State of Florida, Registered Architect, License No. 11541 H E AA-701 This item has been digitally signed and sealed by Gary Kranston, RA on E 04.07.2021 using a digital signature. T Printed copies of this document are not considered signed and sealed and N the SHA authentication code must be verified on any electronic copies. N 1/18/2022 8:05:34 AM I 2 3 4 5 6 7 8 9 10 11 12 13 1-1 DIVISION 01 -GENERAL REQUIREMENTS 4. Retained samples will not be returned to Contractor unless specifically f. Conduct operations to minimize obstruction of public and b. Grading Agency: Any grading agency whose rules are approved by d. Physical Properties: so stated. private entrances and exits; do not obstruct required exits at the Board of Review, American Lumber Standard Committee 1) Flash Point: less than 320 degrees F. } o SECTION 01 10 00-SUMMARY I. SUBMITTAL PROCEDURES any time; protect persons using entrances and exits from (www.alsc.org)and who provides grading service for the species 2) Melting point: 220 degrees F 00 p A. OWNER OCCUPANCY 1. General Requirements: removal operations. and grade specified; provide lumber stamped with grade mark 3) Bulk Density: 15.72 Ibs/gal. Of 1. Owner intends to continue to occupy adjacent portions of the existing 2. Use a single transmittal for related items. 2. Do not begin removal until receipt of notification to proceed from Owner. unless otherwise indicated. 4) VOC content: 0% Ov building during the entire construction period. 3. Sequentially identify each item. For revised submittals use original Protect existing structures and other elements that are not to be B. DIMENSION LUMBER FOR CONCEALED APPLICATIONS E. ACCESSORIES w 2. Owner intends to occupy the Project upon Substantial Completion. number and a sequential numerical suffix. removed. 1. Sizes: Nominal sizes as indicated on drawings, S4S. 1. Sealants, Tapes, and Accessories for Sealing Weather Barrier and 3. Cooperate with Owner to minimize conflict and to facilitate Owner's 4. Identify: Project; Contractor; subcontractor or supplier; pertinent 3. Minimize production of dust due to demolition operations; do not use 2. Moisture Content: S-dry or MC19. Sealing Weather Barrier to Adjacent Substrates: As specified or as ❑ operations. drawing and detail number; and specification section number and water if that will result in ice,flooding, sedimentation of public waterways 3. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: recommended by weather barrier manufacturer. z0 4. Schedule the Work to accommodate Owner occupancy. article/paragraph, as appropriate on each copy. or storm sewers, or other pollution. a. Lumber: S4S, No. 2 or Standard Grade. 2. Sealant for Cracks and Joints In Substrates: Resilient elastomeric joint B. CONTRACTOR USE OF SITE AND PREMISES 5. Apply Contractor's stamp, signed or initialed certifying that review, 4. If hazardous materials are discovered during removal operations, stop b. Boards: Standard or No. 3. sealant compatible with substrates and waterproofing materials. U 1. Construction Operations: Limited to areas noted on Drawings. approval, verification of products required, field dimensions, adjacent work and notify Architect and Owner; hazardous materials include C. CONSTRUCTION PANELS a. Application: Apply at 30 to 40 mil, 0.030 to 0.40 inch nominal D Of 2. Locate and conduct construction activities in ways that will limit construction work, and coordination of information is in accordance with regulated asbestos containing materials, lead, PCB's, and mercury. 1. Wall Sheathing: Plywood, PS 1, Grade C-D, Exposure I. thickness. disturbance to site. the requirements of the work and Contract Documents. E. SELECTIVE DEMOLITION FOR ALTERATIONS 2. Used at the Pharmacy, IT, Electrical Room, and other rooms as b. Elongation: 1,300 percent, measured in accordance with ASTM z 3. Provide access to and from site as required by law and by Owner: 6. Submittals from sources other than the Contractor, or without 1. Drawings showing existing construction and utilities are based on casual indicated: PS 1 A-D plywood, or medium density fiberboard; 3/4 inch D412. 0 4. Emergency Building Exits During Construction: Keep all exits required Contractor's stamp will not be acknowledged, reviewed, or returned. field observation only. thick;flame spread index of 25 or less, smoke developed index of 450 or c. Peel Adhesion: 28 lb per inch, minimum, when tested in z by code open during construction period; provide temporary exit signs if 7. Provide space for Contractor and Architect review stamps. 2. Maintain weatherproof exterior building enclosure except for less, when tested in accordance with ASTM E84. accordance with ASTM D903. O ❑ exit routes are temporarily altered. 8. When revised for resubmission, identify all changes made since interruptions required for replacement or modifications; take care to D. FACTORY WOOD TREATMENT d. Hydrostatic Head Pressure: Resists head pressure of 57 ft, 1­_ 5. Do not obstruct roadways, sidewalks, or other public ways without previous submission. prevent water and humidity damage. 1. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - maximum, when tested in accordance with ASTM D751. � z permit. 9. Distribute reviewed submittals. Instruct parties to promptly report 3. Remove existing work as indicated and as required to accomplish new Use Category System for wood treatments determined by use U U 6. Time Restrictions: inability to comply with requirements. work. categories, expected service conditions, and specific applications. SECTION 07 92 00 -JOINT SEALANTS w ❑ a. Limit conduct of especially noisy exterior work to the hours of a. Remove rotted wood, corroded metals, and deteriorated masonry A. JOINT SEALANT APPLICATIONS cc 8-3. SECTION 01 40 00-QUALITY REQUIREMENTS and concrete; replace with new construction specified. SECTION 06 20 00-FINISH CARPENTRY 1. Scope: b. Coordinate any noisy activities with City requirements. A. CONTROL OF INSTALLATION b. Remove items indicated on drawings. A. REFERENCE STANDARDS a. Interior Joints: Do not seal interior joints unless specifically O 7. Utility Outages and Shutdown: 1. Monitor quality control over suppliers, manufacturers, products, 4. Protect existing work to remain. 1. AWI/AWMAC/WI (AWS)-Architectural Woodwork Standards; 2014, indicated to be sealed. Interior joints to be sealed include, but are o a. Do not disrupt or shut down life safety systems, including but not services, site conditions, and workmanship, to produce work of specified a. Prevent movement of structure; provide shoring and bracing if with Errata (2018). not limited to, the following items. o limited to fire alarm system, without 7 days notice to Owner and quality. necessary. 2. AWMAC/WI (NAAWS)- North American Architectural Woodwork 1) Joints between door, window, and other frames and 00 authorities having jurisdiction. 2. Comply with manufacturers' instructions, including each step in b. Perform cutting to accomplish removals neatly and as specified for Standards, U.S.Version 3.1; 2017, with Errata (2019). adjacent construction. ■ b. Limit shutdown of utility services to 1 hour at a time during weekend sequence. cutting new work. B. FINISH CAPENTRY ITEMS 2) In sound-rated wall and ceiling assemblies, gaps at hours only, arranged at least 24 hours in advance with Owner. 3. Should manufacturers' instructions conflict with Contract Documents, c. Repair adjacent construction and finishes damaged during removal 1. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI electrical outlets, wiring devices, piping, and other z c. Prevent accidental disruption of utility services to other facilities. request clarification from Architect before proceeding. work. (AWS)or AWMAC/WI (NAAWS), unlees noted otherwise. openings; between wall/ceiling and other construction; and 4. Comply with specified standards as minimum quality for the work except d. Patch as specified for patching new work. 2. Surface Burning Characteristics: Provide materials having fire and other flanking sound paths. SECTION 01 25 00-SUBSTITUTION PROCEDURES where more stringent tolerances, codes, or specified requirements F. DEBRIS AND WASTE REMOVAL smoke properties as required by applicable code. 3) Other joints indicated below. 2 A. GENERAL REQUIREMENTS indicate higher standards or more precise workmanship. 1. Remove debris,junk, and trash from site. C. LUMBER MATERIALS 2. Do not seal the following types of joints. a 1. A Substitution Request for products, assemblies, materials, and 5. Have work performed by persons qualified to produce required and 2. Leave site in clean condition, ready for subsequent work. 1. Hardwood Lumber: Maple species, 1 x 4 sawn, maximum moisture a. Joints where sealant is specified to be provided by manufacturer of equipment constitutes a representation that the submitter: specified quality. 3. Clean up spillage and wind-blown debris from public and private lands. content of 6 percent;with vertical grain, of quality suitable for product to be sealed. o 11a. Has investigated proposed product and determined that it meets or 6. Verify that field measurements are as indicated on shop drawings or as transparent finish. b. Joints where installation of sealant is specified in another section. exceeds the quality level of the specified product, equipment, instructed by the manufacturer. SECTION 02 41 20-CUTTING AND PATCHING D. ACCESSORIES c. Joints between suspended panel ceilings/grid and walls. >_ assembly, or system. 7. Secure products in place with positive anchorage devices designed and A. DESCRIPTION 1. Adhesive:Tpye recommended by fabricator to suit application. 3. Interior Joints: Use non-sag polyurethane sealant, unless otherwise z z 2. Document each request with complete data substantiating compliance sized to withstand stresses, vibration, physical distortion, and 1. The Contractor shall be responsible for all cutting,fitting and patching 2. Wood Filler: Solvent base, tinted to match surface finish color. indicated. � of proposed substitution with Contract Documents. Burden of proof is disfigurement. existing construction affected by and required to complete this Work to E. FABRICATION a. Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex o' w > _ v� _ O z cn J on proposer. B. TOLERANCES include, but not be limited to: 1. Shop assemble work for delivery to site, permitting passage through sealant. d w 3. Limit each request to a single proposed substitution item. 1. Monitor fabrication and installation tolerance control of products to a. Make its several parts fit together properly. building openings. b. Wall and Ceiling Joints in Wet Areas: Non-sag polyurethane o W a- B. RESOLUTION produce acceptable Work. Do not permit tolerances to accumulate. b. Uncover portions of the work to provide for installation of ill-timed 2. When necessary to cut and fit on site, provide materials with ample sealant for continuous liquid immersion. w z co o 1. Architect will notify Contractor in writing of decision to accept or reject Comply with manufacturers'tolerances. Should manufacturers' work. allowance for cutting. Provide trim for scribing and site cutting. c. Floor Joints in Wet Areas: Non-sag polyurethane"non-traffic-grade" F- .. 2 LL o 0 O request. tolerances conflict with Contract Documents, request clarification from c. Remove and replace defective work. 3. Sand edges and corners to provide smooth surface. sealant suitable for continuous liquid immersion. z CO U N o C. ACCEPTANCE Architect before proceeding. d. Remove and replace work not conforming to requirements of F. SHOP FINISHING d. Wall, Ceiling, and Floor Joints Where Tamper-Resistance is J Q � Q W (D � oN w o Ww 1. Accepted substitutions change the work of the Project. They will be 2. Adjust products to appropriate dimensions; position before securing Contract Documents. 1. Sand work smooth and set exposed nails and screws. Required: Non- sag tamper-resistant silyl-terminated polyurethane Q Q O O U) documented and incorporated into work of the project by Change Order, products in place. e. Provide penetrations of non-structural surfaces for installation of 2. Apply wood filler in exposed nail and screw indentations. sealant. U) p a- 0- p - Construction Change Directive,Architectural Supplementary C. DEFECT ASSESSMENT connections and electrical conduit. 3. Finish work in accordance with AWI/AWMAC/WI (AWS)or AWMAC/WI e. Joints between Fixtures in Wet Areas and Floors, Walls, and Instructions, or similar instruments provided for in the Conditions of the 1. Replace Work or portions of the Work not complying with specified B. MATERIALS (NAAWS), Section 5- Finishing for grade specified and as follows: Ceilings: Mildew-resistant silicone sealant; white. Contract. requirements. 1. Comply with specifications and standards for each specific product(s) a. Opaque: f. In Sound-Rated Assemblies: Acrylic emulsion latex sealant. 2. If, in the opinion of Architect, it is not practical to remove and replace the involved. 1)System - 1, Lacquer, Nitrocellulose g. Narrow Control Joints in Interior Concrete Slabs: Self-leveling SECTION 01 30 00 -ADMINISTRATIVE REQUIREMENTS work,Architect will direct an appropriate remedy or adjust payment. C. INSPECTION 2)Color and sheen: Match door trim epoxy sealant. A. GENERAL ADMINISTRATIVE REQUIREMENTS 1. Inspect existing conditions of Project, including elements subject to 4. Back prime woodwork items to be field finished, prior to installation. 4. Interior Wet Areas: restrooms; fixtures in wet areas include plumbing 1. Comply with requirements of Section 01 70 00- Execution and Closeout SECTION 01 60 00-PRODUCT REQUIREMENTS damage or to movement during cutting and patching. fixtures, countertops, cabinets, and other similar items. Requirements for coordination of execution of administrative tasks with A. EXISTING PRODUCTS 2. After uncovering work, inspect conditions affecting installation of SECTION 06 41 00-ARCHITECTURAL WOOD CASEWORK 5. Sound-Rated Assemblies: Walls and ceilings identified as "STC-rated", timing of construction activities. 1. Do not use materials and equipment removed from existing premises products, or performance of Work. A. CABINETS "sound-rated", or"acoustical". 2. Make the following types of submittals to Architect: unless specifically required or permitted by Contract Documents. 3. Report unsatisfactory or questionable conditions to the Engineer. Do not 1. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI 6. Areas Where Tamper-Resistance is Required: As indicated on a. Requests for Interpretation (RFI). 2. Unforeseen historic items encountered remain the property of the proceed with work until the Engineer has provided further instructions. (AWS)or AWMAC/WI (NAAWS), unless noted otherwise. drawings. b. Requests for substitution. Owner; notify Owner promptly upon discovery; protect, remove, handle, D. PREPARATION 2. Plastic Laminate Faced Cabinets: Custom grade. B. JOINT SEALANTS - GENERAL c. Shop drawings, product data, and samples. and store as directed by Owner. 1. Provide adequate temporary support as necessary to assure structural B. LAMINATE MATERIALS 1. Sealants and Primers: Provide products having lower volatile organic d. Test and inspection reports. 3. Existing materials and equipment indicated to be removed, but not to be value to integrity of affected portion of the Work. 1. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as compound (VOC)content than indicated in SCAQMD 1168. e. Progress schedules. re-used, relocated, reinstalled, delivered to the Owner, or otherwise 2. Provide devices and methods to protect other portions of Project from recommended for specific applications. 2. Colors: As indicated on drawings. f. Coordination drawings. indicated as to remain the property of the Owner, become the property damage. a. Formica 949-58 White Matte Finish g. Correction Punch List and Final Correction Punch List for of the Contractor; remove from site. 3. Provide protection from elements for that portion of the Project, which C. COUNTERTOPS DIVISION 08 -OPENINGS Substantial Completion. B. NEW PRODUCTS may be exposed by cutting and patching work. 1. Plastic Laminate Countertops: Medium density fiberboard substrate h. Closeout submittals. 1. Provide new products unless specifically required or permitted by E. PERFORMANCE covered with HPDL, conventionally fabricated and self-edge banded. SECTION 08 1113 -HOLLOW METAL DOORS AND FRAMES BPE CA NO.: 00005898 B. ELECTRONIC DOCUMENT SUBMITTAL Contract Documents. 1. Execute cutting and demolition by methods, which will prevent damage a. Wilsonart 4883-38 Sable Soapstone A. PERFORMANCE REQUIREMENTS BPA&ID CA NO.:AAC002023 1. All documents transmitted for purposes of administration of the contract C. PRODUCT OPTIONS to other work and will provide proper surfaces to receive installation of 2. Grommets: Standard stainless steel grommets for cut-outs. 1. Requirements for Hollow Metal Doors and Frames: are to be in electronic (PDF)format, as appropriate to the document, 1. Products Specified by Reference Standards or by Description Only: repairs. D. SHOP FINISHING a. Steel Sheet: Comply with one or more of the following and transmitted via an Internet-based email. a. Use any product meeting those standards or description. 2. Fit and adjust products to provide a finished installation to comply with 1. Finish work in accordance with AWI/AWMAC/WI (AWS). requirements; galvannealed steel complying with ASTM LLJ 2. Paper document transmittals will not be reviewed. 2. Products Specified by Naming One or More Manufacturers: specified products,functions, tolerances, and finishes. A653/A653M, cold-rolled steel complying with ASTM C. REQUESTS FOR INTERPRETATION (RFI) a. Use a product of one of the manufacturers named and meeting 3. Restore work which has been cut or removed; install new products to SECTION 06 83 16-FIBERGLASS REINFORCED PANELING A1008/A1008M, or hot-rolled pickled and oiled (HRPO)steel 1. Definition: A request seeking one of the following: specifications, no options or substitutions allowed. provide completed work in accordance with the requirements of the A. PANEL SYSTEMS complying with ASTM A101 1/A101 1M, commercial steel (CS)Type a. An interpretation, amplification, or clarification of some requirement 3. Products Specified by Naming One or More Manufacturers with a Contract Documents. 1. Wall Panels: B,for each. of Contract Documents arising from inability to determine from them Provision for Substitutions: 4. Replace surfaces airtight to pipes, sleeves, ducts, conduit, and other a. Panel Size: 4 by 8 feet. b. Accessibility: Comply with ICC A117.1 and ADA Standards. D the exact material, process, or system to be installed; or when the A. Submit a request for substitution for any manufacturer not named. penetrations through surfaces. b. Panel Thickness: 0.10 inch. c. Hardware Preparations, Selections and Locations: Comply with elements of construction are required to occupy the same space D. TRANSPORTATION AND HANDLING 5. Refinish entire surfaces as necessary to provide an even finish to match c. Surface Design: Embossed. NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (interference); or when an item of work is described differently at 1. Package products for shipment in manner to prevent damage;for adjacent finishes d. Color: As selected by Owner.. (SDI-100)in accordance with specified requirements. more than one place in Contract Documents. equipment, package to avoid loss of factory calibration. e. Attachment Method: Mechanical fasteners concealed by trim, with B. HOLLOW METAL FRAMES b. A resolution to an issue which has arisen due to field conditions and 2. If special precautions are required, attach instructions prominently and DIVISION 03 -CONCRETE sealant in joints. 1. Comply with standards and/or custom guidelines as indicated for affects design intent. legibly on outside of packaging. B. MATERIALS corresponding door in accordance with applicable door frame 2. Whenever possible, request clarifications at the next appropriate project 3. Coordinate schedule of product delivery to designated prepared areas in SECTION 03 30 00 -CAST-IN-PLACE CONCRETE 1. Panels: Fiberglass reinforced plastic (FRP), complying with requirements. 651 WEST WARREN progress meeting, with response entered into meeting minutes, order to minimize site storage time and potential damage to stored A. FORMWORK HYPERLINK"http://global.ihs.com/doc_detail.cfm? 2. Frame Finish: Factory primed and field finished. AVENUE, STE 200 rendering unnecessary the issuance of a formal RFI. materials. 1. Formwork Design and Construction: Comply with guidelines of ACI rid=BSD&document name=ASTM%20D5319"ASTM D5319. 3. Interior Door Frames, Non-Fire Rated: Full profile/knock-down type. LONGWOOD, FLORIDA 32750 3. Preparation: Prepare an RFI immediately upon discovery of a need for 4. Transport and handle products in accordance with manufacturer's 347R"ACI 347R to provide formwork that will produce concrete a. Surface Burning Characteristics: Maximum flame spread index of a. Frame Metal Thickness: 16 gage, 0.053 inch, minimum. T 407.331.6116 interpretation of Contract Documents. Failure to submit a RFI in a timely instructions. complying with tolerances of ACI 117"ACI 117. 25 and smoke developed index of 450; when system tested in 4. Commercial and/or Detention Security-Resistant Door Frames: With WWW.BAEONLINE.COM manner is not a legitimate cause for claiming additional costs or delays 5. Transport materials in covered trucks to prevent contamination of 2. Form Materials: Contractor's choice of standard products with sufficient accordance with HYPERLINK same security resistance as door;face welded or full profile/continuously in execution of the work. product and littering of surrounding areas. strength to withstand hydrostatic head without distortion in excess of "https:Hglobal.ihs.com/doc_detail.cfm?rid=BSD&document name=ASTM% welded construction, ground smooth, fully prepared and reinforced for 4. Reason for the RFI: Prior to initiation of an RFI, carefully study all 6. Promptly inspect shipments to ensure that products comply with permitted tolerances. 20E84"ASTM E84. hardware installation. Contract Documents to confirm that information sufficient for their requirements, quantities are correct, and products are undamaged. B. CONCRETE MATERIALS a. Frame Metal Thickness: 16 gage, 0.053 inch, minimum. interpretation is definitely not included. 7. Provide equipment and personnel to handle products by methods to 1. Cement: ASTM C150/C150M,Type I- Normal Portland type. DIVISION 07-THERMAL AND MOISTURE PROTECTION 5. Frames for Wood Doors: Comply with frame requirements in 5. Include in each request Contractor's signature attesting to good faith prevent soiling, disfigurement, or damage, and to minimize handling. 2. Fine and Coarse Aggregates: ASTM C33/C33M"ASTM C33/C33M. accordance with corresponding door. effort to determine from Contract Documents information requiring 8. Arrange for the return of packing materials, such as wood pallets, where 3. Water: ASTM C1602/C1602M; clean, potable, and not detrimental to SECTION 07 21 00 -THERMAL INSULATION 6. Mullions for Pairs of Doors: Fixed, with profile similar to jambs. interpretation. economically feasible. concrete. A. BATT INSULATION MATERIALS 7. Borrowed Lites Glazing Frames: Construction and face dimensions to 6. Content: Include identifiers necessary for tracking the status of each E. STORAGE AND PROTECTION 4. Structural Fiber Reinforcement: ASTM C1116/C1116M. Type III. 1. Where batt insulation is indicated, mineral fiber batt match door frames, and as indicated on drawings. RFI, and information necessary to provide an actionable response. 1. Designate receiving/storage areas for incoming products so that they a. Fiber Type: Alkali-resistant synthetic. insulation is to be used. C. FINISHES 7. Attachments: Include sketches, coordination drawings, descriptions, are delivered according to installation schedule and placed convenient 5. Early Age Crack-Control Fiber Reinforcement: ASTM C1116/C1116M. 2. Mineral Fiber Batt Insulation: Flexible or semi-rigid preformed batt or 1. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door photos, submittals, and other information necessary to substantiate the to work area in order to minimize waste due to excessive materials Type III blanket, complying with ASTM C665; friction fit; unfaced flame spread manufacturer's standard. reason for the request. handling and misapplication. a. Fiber Type: Alkali-resistant synthetic. index of 0 (zero)when tested in accordance with ASTM E84. D. ACCESSORIES U Q 8. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of 2. Store and protect products in accordance with manufacturers' 6. Blended Fiber Reinforcement: ASTM C1116/C1116M, Type III, 3. Flame Spread Index: 25 or less, when tested in accordance with ASTM 1. Door Window Frames: Door window frames with glazing securely �_ Q the project. instructions. engineered blend of two or more sizes of reinforcing fibers. E84. fastened within door opening. ' ` � 9. Review Time: Architect will respond and return RFIs to Contractor 3. Store with seals and labels intact and legible. a. Fiber Type: Alkali-resistant synthetic. 4. Thickness:As indicated on drawings. Refer to Partition Notes on Sheet 2. Astragals and Edges for Double Doors: Pairs of door astragals, and V - within seven calendar days of receipt. For the purpose of establishing 4. Store sensitive products in weathertight, climate-controlled enclosures in AA-003. door edge sealing and protection devices. the start of the mandated response period, RFIs received after 12:00 an environment favorable to product. D. ACCESSORY MATERIALS 5. Acoustical Insulation: Batt insulation with no vapor retarder. W 0 noon will be considered as having been received on the following 5. For exterior storage of fabricated products, place on sloped supports 1. Termite-Excluding Underslab Barrier and Waterproofing Membrane: a. R-value:4.3 per inch. SECTION 08 14 16 - FLUSH WOOD DOORS regular working day. above ground. Composite sheet of polyethylene film, termite-excluding barrier sealant, b. Density-Thicker than 1 inch: 2.5 pcf, nominal. A. DOORS AND PANELS J 10. Response period may be shortened or lengthened for specific items, 6. Protect products from damage or deterioration due to construction and non-woven polypropylene fabric. c. Sound Transmission Class:ASTM C423, STC 45 1. Doors: Refer to drawings for locations and additional requirements. 3 subject to mutual agreement, and recorded in a timely manner in operations, weather, precipitation, humidity,temperature, sunlight and a. Survey the existing vapor barrier and kill any plant growth B. ACCESSORIES W progress meeting minutes. ultraviolet light, dirt, dust, and other contaminants. underneath. Tape and patch all open seams, punctures, and hole 1. Adhesive: Type recommended by insulation manufacturer for a. Quality Standard: Custom Grade, Heavy Duty performance, in U 11. Responses: Content of answered RFIs will not constitute in any manner 7. Comply with manufacturer's warranty conditions, if any. using appropriate tape as required. application. accordance with AWI/AWMAC/WI (AWS)or AWMAC/WI rn 0 a directive or authorization to perform extra work or delay the project. If 8. Cover products subject to deterioration with impervious sheet covering. 2. Non-Shrink Cementitious Grout: Premixed compound consisting of non- (NAAWS), unless noted otherwise. = V W - in Contractor's belief it is likely to lead to a change to Contract Sum or 9. Provide ventilation to prevent condensation and degradation of metallic aggregate, cement, water reducing and plasticizing agents. SECTION 07 25 00 -WEATHER BARRIERS b. Wood Veneer Faced Doors: 5-ply unless otherwise indicated. �_ Contract Time, promptly issue a notice to this effect, and follow up with products. 3. Non-Shrink Epoxy Grout: Moisture-insensitive, two-part; consisting of A. FIELD CONDITIONS 2. Interior Doors: 1-3/4 inches thick unless otherwise indicated;flush = U U J an appropriate Change Order request to Owner. 10. Prevent contact with material that may cause corrosion, discoloration, or epoxy resin, non-metallic aggregate, and activator. 1. Maintain temperature and humidity recommended by the materials construction. - 12. Response may include a request for additional information, in which staining. E. CURING MATERIALS manufacturers before, during and after installation. a. Provide solid core doors at each location. «1 D LL case the original RFI will be deemed as having been answered, and an 11. Provide equipment and personnel to store products by methods to 1. Curing and Sealing Compound, Moisture Emission-Reducing, B. WEATHER BARRIER ASSEMBLIES b. Fire Rated Doors: Tested to ratings indicated on drawings in W J �5 amended one is to be issued forthwith. Identify the amended RFI with prevent soiling, disfigurement, or damage. Penetrating: Liquid for application to newly-placed concrete; capable of 1. Water-Resistive Barrier: Provide on exterior walls under exterior accordance with UL 10C- Positive Pressure; Underwriters W D W an R suffix to the original number. 12. Arrange storage of products to permit access for inspection. Periodically providing adequate bond for flooring adhesives, initially and over the cladding. Laboratories Inc (UL)or Intertek/Warnock Hersey(WHI) labeled 13. Do not extend applicability of a response to specific item to encompass inspect to verify products are undamaged and are maintained in long term; with sufficient moisture vapor impermeability to prevent a. Under Portland cement stucco, use one layer of building without any visible seals when door is open. = W � � 0- other similar conditions, unless specifically so noted in the response. acceptable condition. deterioration of flooring adhesives due to moisture emission, moisture paper. B. DOOR AND PANEL CORES Upon receipt of a response, promptly review and distribute it to all vapor emission, and alkalinity. 2. Exterior Vapor Retarder: 1. Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard ,;,. W affected parties, and update the RFI Log. DIVISION 02 -EXISTING CONDITIONS 2. Water: Potable, not detrimental to concrete. a. On outside surface of sheathing use vapor retarder sheet. core (PC), plies and faces as indicated. 14. Notify Architect within seven calendar days if an additional or corrected F. CONCRETE MIX DESIGN C. WATER-RESISTIVE BARRIER MATERIALS (NEITHER AIR BARRIER OR 2. Fire-Rated Doors: Mineral core type, with fire resistant composite core Q response is required by submitting an amended version of the original SECTION 02 41 00-DEMOLITION 1. Proportioning Normal Weight Concrete: Comply with ACI 211.1 VAPOR RETARDER) (FD), plies and faces as indicated above; with core blocking as required RFI, identified as specified above. A. SECTION INCLUDES recommendations. 1. Building Paper: 30 lbs.Asphalt-saturated Kraft building paper complying to provide adequate anchorage of hardware without through-bolting. r..., O D. SUBMITTAL SCHEDULE 1. Selective demolition of building elements for alteration purposes a. Replace as much Portland cement as possible with fly ash, ground with requirements of ICC-ES AC38 Grade D. C. DOOR FACINGS 1. Submit to Architect for review a schedule for submittals in tabular excluding removal of hazardous materials and toxic substances. granulated blast furnace slag, silica fume, or rice hull ash as is a. Water Penetration Resistance: Withstand a water head of 21 1. Veneer Facing for Transparent Finish: Assa Abloy Plain Sliced White /� format. B. REFERENCE STANDARDS consistent with ACI recommendations. inches, minimum,for minimum of five hours, when tested in maple standard stain#850 Midnight Premier Graham Primium Door Q /1 E. SUBMITTALS FOR REVIEW 1. 29 CFR 1926- U.S. Occupational Safety and Health Standards; current 3. Concrete Strength: Establish required average strength for each type of accordance with AATCC Test Method 127. PC5 series, veneer grade in accordance with quality standard indicated, 1. Submit to Architect for review for the limited purpose of checking for edition. concrete on the basis of field experience or trial mixtures, as specified in D. VAPOR RETARDER MATERIALS (AIR BARRIER AND WATER- plain sliced (flat cut),with book match between leaves of veneer, compliance with information given and the design concept expressed in 2. NFPA 241 -Standard for Safeguarding Construction,Alteration, and ACI 301. RESISTIVE) running match of spliced veneer leaves assembled on door or panel 12 Contract Documents. Demolition Operations; 2019. 4. Normal Weight Concrete: 1. Vapor Retarder Sheet: ASTM D 1 970/D 1 970M. face. 2. Samples will be reviewed for aesthetic, color, or finish selection. C. SCOPE a. Compressive Strength, when tested in accordance with ASTM a. Type: Rubberized asphalt bonded to thermoplastic sheet, self- D. DOOR CONSTRUCTION T' After review, provide copies and distribute in accordance with 1. Remove items indicated on drawings. C39/C39M at 28 days: 4,000 pounds per square inch. adhesive. 1. Fabricate doors in accordance with door quality standard specified. SUBMITTAL PROCEDURES article below for record documents D. GENERAL PROCEDURES AND PROJECT CONDITIONS G. PLACING CONCRETE b. Thickness: 40 mil, 0.040 inch, nominal. 2. Factory machine doors for hardware other than surface-mounted r purposes. 1. Comply with applicable codes and regulations for demolition operations 1. Place concrete in accordance with ACI 304R. c. Sheet Width: 18 inches, and 36 inches. hardware, in accordance with hardware requirements and dimensions. al F. SUBMITTALS FOR INFORMATION and safety of adjacent structures and the public. 2. Place concrete for floor slabs in accordance with ACI 302.1 R. d. Water Vapor Permeance: 0.05 perm, maximum, when tested in 3. Factory fit doors for frame opening dimensions identified on shop m 1. Submit for Architect's knowledge as contract administrator or for Owner. a. Take precautions to prevent catastrophic or uncontrolled collapse of accordance with ASTM E96/E96M. drawings, with edge clearances in accordance with specified quality ai G. SUBMITTALS FOR PROJECT CLOSEOUT structures to be removed; do not allow worker or public access DIVISION 06 -WOOD, PLASTICS,AND COMPOSITES e. Seam and Perimeter Tape: As recommended by sheet standard. o 1. Submit for Owner's benefit during and after project completion. within range of potential collapse of unstable structures. manufacturer. o H. NUMBER OF COPIES OF SUBMITTALS b. Provide, erect, and maintain temporary barriers and security SECTION 06 10 00-ROUGH CARPENTRY E. SILL SEALER GASKET y 1. Electronic Documents: Submit one electronic copy in PDF format; an devices. A. GENERAL REQUIREMENTS 1. Sill Sealer: ASTM E283 Gary Kranston, State of Florida, Registered Architect, License No. 11541 S E electronically-marked up file will be returned. Create PDFs at native c. Use physical barriers to prevent access to areas that could be 1. Dimension Lumber: Comply with PS 20 and requirements of specified a. Type: Close dcell polyethylene foam membrane bondied to a H AA-91 0 . size and right-side up; illegible files will be rejected. hazardous to workers or the public. grading agencies. ruberized adhesive waterproofing membrane NOTE -CONTINUED ON SHEET AA-911 This item has been digitally signed and sealed by Gary Kranston, RA on Ei� 2. Samples: Submit the number specified in individual specification d. Conduct operations to minimize effects on and interference with a. If no species is specified, provide any species graded by the agency b. Thichness: 3/8" 04.07.2021 using a digital signature. T M sections; one of which will be retained by Architect. adjacent structures and occupants. specified; if no grading agency is specified, provide lumber graded c. Width: 5 1/2" 3. After review, produce duplicates. e. Do not close or obstruct roadways or sidewalks. by any grading agency meeting the specified requirements. c. Application: Peel and Stick Printed copies of this document are not considered signed and sealed and ` the SHA authentication code must be verified on any electronic copies. N O 6 4/8/2021 1:52:58 PM I 2 3 4 5 6 7 8 9 10 11 12 13 1-1 NOTE -CONTINUED FROM SHEET AA-910 D. CYLINDERS AND KEYING 2. Door Closers, Surface Mounted (Commercial Duty):ANSI/BHMA 156.4, 7) Emissivity.87 2. Transition Strip: 2. Door: 0.036 inch metal thickness, reinforced for flatness and rigidity with CD 1. General: Cylinder manufacturer to have minimum (1 0)years experience Grade 1 Certified Products Directory(CPD) listed surface mounted, 8) U-Factor(Winter) 1.10 a. Transition Strip-Type TS-1: Tile/Carpet Joiner lock and breakable window access. Hinge doors for 180 degree } o E. FACTORY FINISHING -WOOD VENEER DOORS designing secured master key systems and have on record a published institutional grade door closers with complete spring power adjustment, 9) Shading Coefficient.74 b. Basis of Design: Roppe#50 opening with continuous piano hinge. 00 p 1. Factory finish doors in accordance with approved sample. security keying system policy. sizes 1 thru 6; and fully operational adjustable according to door size, 10) Solar Heat Gain Coefficient .64 c. Height: 7/32" 3. Door Glazing: Tempered glass, clear, 1/8 inch thick, and set in resilient Of O 2. Seal door top edge with color sealer to match door facing. 2. Source Limitations: Obtain each type of keyed cylinder and keys from frequency of use, and opening force. Closers to be rack and pinion type, 11) Ultraviolet Light Blocked (300-380 nanometers) > 99 percent d. Features: channel glazing gasket. U the same source manufacturer as locksets and exit devices, unless one piece cast iron or aluminum alloy body construction, with adjustable 12) Total Solar Energy Rejected 36 percent 1) PVC Free W SECTION 08 43 13 -ALUMINUM-FRAMED STOREFRONTS otherwise indicated. backcheck, closing sweep, and latch speed control valves. Provide non- c. Physical and Thermal Properties, Nominal 2) ADA Compliant DIVISION 11 -EQUIPMENT ❑ A. ALUMINUM-FRAMED STOREFRONT a. Manufacturers: handed units standard. 1) Film Thickness: 2.0 mils (50 microns). e. Color: As indicated on drawings. 1. Aluminum-Framed Storefront: Factory fabricated, factory finished 1) Sargent Manufacturing (SA). a. Manufacturers: 2) Tensile Strength 30,000 Ibs/sq in (2,110 kg/cm sq) f. Manufacturing, Performance, and Safety Standards: SECTION 11 52 70 -TV MOUNTS AND LIFT SYSTEMS Z aluminum framing members with infill, and related flashings, anchorage 3. Cylinder Types: Original manufacturer cylinders able to supply the 1) Sargent Manufacturing (SA)- 1431 Series. 3) Combustion Rate Negligible 1) ASTM E84-Surface Burning: Class B A. KIOSK and attachment devices. following cylinder formats and types: J. ARCHITECTURAL TRIM 4) Melting Point 260-265 degrees C 2) ASTM E648(NFPA 253)-Critical Radiant Flux: Class I, > .045 1. Compact Workstation U a. Glazing Rabbet: For 1 1/4" inch insulating impact glazing; a. Threaded mortise cylinders with rings and cams to suit hardware 1. Door Protective Trim W/cm2 a. Basis of Design: StyleView Sit-Stand Enclosure by Ergotron. W confirm with selected glass. application. a. General: Door protective trim units to be of type and design as DIVISION 09-FINISHES 3) ASTM E662(NFPA 258)-Smoke Density Passes, <450 b. Type: Sit-Stand �_ b. Glazing Position: Centered (front to back). b. Rim cylinders with back plate,flat-type vertical or horizontal specified below or in the Hardware Sets. 4) Acclimation Time: 48 hour c. Height Adjustment: 20 inches z c. Vertical Mullion Dimensions: 2 inches wide by 4-1/2 inches deep. tailpiece, and raised trim ring. b. Size: Fabricate protection plates (kick, armor, or mop) not more SECTION 09 2116 -GYPSUM BOARD ASSEMBLIES 5) Storage&Acclimation Temperature: 65°-85° F d. LCD Size: 22" O d. Water Leakage Test Pressure Differential: 10 Ibf/s ft. c. Bored or cylindrical lock cylinders with tailpieces as required to suit than 2" less than door width LDW on stop side of single doors and A. METAL FRAMING MATERIALS e. Weight: 39 Ibs U 9 q Y Y p� q ( ) p g g ❑ locks. 1 LDW on stop side of airs of doors and not more than 1 less - - z e. Air Infiltration Test Pressure Differential: 6.24 psf. p p 1. Non-structural Framing System Components:ASTM C645; galvanized SECTION 09 65 19-RESILIENT TILE FLOORING f. VESA: MIS-D p f. Finish: Class I natural anodized. d. Tubular deadlocks and other auxiliary locks. than door width on pull side. Coordinate and provide proper width sheet steel, of size and properties necessary to comply with ASTM A. RESILIENT TILE FLOORING g. Provide locking storage for thin client device, built in cable � J g. Product Approval: Provide State of Florida approved NOA e. Mortise and rim cylinder collars to be solid and recessed to allow and height as required where conflicting hardware dictates. Height C754 for the spacing indicated, with maximum deflection of wall framing 1. Luxury Vinyl Plank and Tile: management system,wrist rest, venting for enhanced heat of documentation. the cylinder face to be flush and be free spinning with matching to be as specified in the Hardware Sets. of L/120 at 5 psf. a. Pattern: Earth Werks: Wood Classic Plank. dissapation. U z 2. Performance Requirements: finishes. c. Where plates are applied to fire rated doors with the top of the plate 2. Partition Head To Structure Connections: Provide track fastened to b. Color: As indicated on drawings. h. Warranty: provide manufacturer's standard 5 year warranty. w ❑ a. Wind Loads: Design and size components to withstand the f. Keyway: Match Facility Standard. more than 16"above the bottom of the door, provide plates structure with legs of sufficient length to accommodate deflection,for c. Physical Properties: cc specified load requirements without damage or permanent set, 4. Removable Cores: Provide removable cores as specified, core insert, complying with NFPA 80. Consult manufacturer's catalog and friction fit of studs cut short and fastened as indicated on drawings. 1) Wear Layer Thickness: 20 mil. DIVISION 12-FURNISHINGS when tested in accordance with ASTM E330/E330M, using loads removable by use of a special key, and for use with only the core template book for specific requirements for size and applications. B. BOARD MATERIALS 2) Total Thickness (Gauge): 0.12 inch. (D 1.5 times the design wind loads and 10 second duration of manufacturer's cylinder and door hardware. d. Protection Plates:ANSI/BHMA A156.6 certified protection plates 1. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM 3) Edge: Square SECTION 12 21 13 -HORIZONTAL LOUVER BLINDS o maximum load. 5. Keying System: Each type of lock and cylinders to be factory keyed. (kick, armor, or mop),fabricated from the following: C1396/C1396M; sizes to minimize joints in place; ends square cut. 4) Slze: 7.24"x 37.4" A. BLINDS 9 1) Design Wind Loads: Comply with requirements of ASCE 7. a. Supplier shall conduct a"Keying Conference"to define and 1) Stainless Steel: 300 grade, 050-inch thick. a. Application: Use for vertical surfaces and ceilings, unless otherwise d. Manufacturing, Performance, and Safety Standards: 1. Description: Horizontal slat louvers hung from full-width headrail with 00 b. Wind-Borne-Debris Resistance: Identical full-size glazed document keying system instructions and requirements. e. Options and fasteners: Provide manufacturer's designated fastener indicated. 1) ASTM F1700, Classification: Class III, Type A or B Solid Vinyl full-width bottom rail. assembly without auxiliary protection, having Florida Building b. Furnish factory cut, nickel-silver large bow permanently inscribed type as specified in the Hardware Sets. Provide countersunk screw 2. Backing Board For Wet Areas: Floor Tile. 2. Manual Operation: Control of raising and lowering by cord with full ■ Code"FLA(PAD)"approval for Large and Small Missile impact with a visual key control number as directed by Owner. holes. a. Application: Surfaces behind tile in wet areas. 2) ASTM F386,Thickness: Passes requirements. range locking; blade angle adjustable by control wand. CD and pressure cycling at design wind pressure. c. Existing System: Field verify and key cylinders to match Owner's f. Manufacturers: b. ANSI Cement-Based Board: Non- sum-based; a re ated 3 ASTM F137, Flexibilit : Sur asses re uirements. z p Y 9 9 p g Y Y Y Y gyp gg g ) Y p q 3. Metal Slats: Spring tempered pre-finished aluminum; square slat H c. Water Penetration Resistance on Manufactured Assembly: No existing system. 1) Rockwood Products;ASSA ABLOY Architectural Door Portland cement panels with glass fiber mesh embedded in front 4) ASTM F2199, Dimensional Stability: Surpasses requirements. corners,with manufacturing burrs removed. !Z uncontrolled water on interior face, when tested in accordance with 6. Key Quantity: Provide the following minimum number of keys: Accessories (RO). and back surfaces complying with ANSI A118.9 or ASTM C1325. 5) ASTM F925, Chemical Resistance: Surpasses requirements. a. Width: 1 inch. 2 ASTM E331 at pressure differential of 8 psf. a. Change Keys per Cylinder: Two(2) K. DOOR STOPS AND HOLDERS 3. Ceiling Board: Special sag resistant gypsum ceiling board as defined in 6) ASTM F1514, Resistance to Heat: Surpasses requirements. b. Color: White. w d. Air Leakage: 0.06 cfm/s ft maximum leakage of storefront wall b. Master Keys (per Master Key Level/Group): Five (5). 1. General: Door stops and holders to be of a and design as specified ASTM Cl96/C1396M; sizes to minimize joints in lace; ends square 7 ASTM F1515, Resistance to Light: Surpasses requirements. 4. Slat Su W a 9 q 9 Y (P Y P) ( ) P YP 9 p j p q ) g p q Support: Woven polypropylene cord, ladder configuration. area when tested in accordance with ASTM E283/E283M"ASTM c. Construction Keys (where required):Ten (10). below or in the Hardware Sets. cut. 8) ASTM E648/NFPA 253, Critical Radiant Flux: Class I. 5. Head Rail: Pre-finished,formed aluminum box,with end caps; internally Q 11E283/E283M at 1.57 psf pressure difference. d. Construction Control Keys (where required):Two(2). 2. Door Stops and Bumpers:ANSI/BHMA A156.16, Grade 1 certified door a. Application: Ceilings, unless otherwise indicated. 9) ASTM E662, Smoke Density(Flaming and Non-Flaming): fitted with hardware, pulleys, and bearings for operation; same depth as e. Condensation Resistance Factor of Framing: 50, minimum, e. Permanent Control Keys (where required):Two(2). stops and wall bumpers. Provide wall bumpers, either convex or C. GYPSUM WALLBOARD ACCESSORIES Passes requirements. width of slats. Of measured in accordance with AAMA 1503. 7. Construction Keying: Provide temporary keyed construction cores. concave types with anchorage as indicated, unless floor or other types 1. Acoustic Insulation: As specified in Section 07 21 00. 10) ASTM F970, Static Load Limit: Greater than or equal to 1,000 6. Bottom Rail: Pre-finished, formed steel;with end caps. z Q B. COMPONENTS E. MECHANICAL LOCKS AND LATCHING DEVICES of door stops are specified in Hardware Sets. Do not mount floor stops 2. Finishing Accessories:ASTM C1047, galvanized steel or rolled zinc, pounds (surpasses requirements). a. Color: Same as headrail. z 9 Y (Heavy Y)= p p � w > _ v� _ Ozcn 1. Swing Doors: Glazed aluminum. 1. Cylindrical Locksets, Grade 1 Heav Duty):ANSI/BHMA AlA156.2, Series where the will impede traffic. Where floor or wall bumpers are not unless noted otherwise. 7. Lift Cord: Braided nylon; continuous loop; complying with WCMA _J a. Thickness: 1-3/4 inches. 4000, Operational Grade 1 Certified Products Directory(CPD) listed. appropriate, provide overhead type stops and holders. 3. Joint Materials: ASTM C475/C475M and as recommended by gypsum SECTION 09 68 16-SHEET CARPETING A100.1. d W W a- C. HARDWARE a. Furnish with solid cast levers, standard 2 3/4" backset, and 1/2" a. Manufacturers: board manufacturer for project conditions. A. CARPET a. Free end weighted. o - a 1. For each door, include weatherstripping, sill sweep strip, and threshold. (3/4"at rated paired openings)throw brass or stainless steel 1) Rockwood Products;ASSA ABLOY Architectural Door a. Joint Compound: Drying type, vinyl-based, ready-mixed. 1. Carpet, Type CPTt-1: Tufted, nylon. 8. Control Wand: Extruded hollow plastic; hexagonal shape. W z o o 2. Other Door Hardware: Storefront manufacturer's standard type to suit latchbolt. Accessories (RO). 4. Finishing Compound: Surface coat and primer, takes the place of skim a. Color: As indicated on drawings. a. Non-removable type. O � 2 o 0 O application. b. Locks are to be non-handed and fully field reversible. L. ARCHITECTURAL SEALS coating. b. Pattern: '/2"W x 3/4"L Approximate. b. Length of window opening height less 3 inch. CO U Y �* N o 0 a. Finish on Hand-Contacted Items: Polished stainless steel. c. Manufacturers: 1. General:Thresholds,weatherstripping, and gasket seals to be of type c. Dye Method: solution/yarn dyed c. Color: Clear. Q � Q C� -, oN w o W b. For each door, include pivots, push handle, pull handle, exit device, 1) Sargent Manufacturing (SA)- 10 Line. and design as specified below or in the Hardware Sets. Provide SECTION 09 22 36-LATH d. Ounce Weight: 19 oz/sy 9. Headrail Attachment: Wall brackets. < 0 Q U) narrow stile handle latch, and closer. 2. Cylindrical Locksets, Grade 2 (Standard Duty):ANSI/BHMA A156.2, continuous weatherstrip gasketing on exterior doors and provide smoke, A. FRAMING MATERIALS e. Roll Wldth: 12 feet 10. Accessory Hardware: Type recommended by blind manufacturer. 0 p W o- p U) C. FABRICATION Series 4000, Grade 2 Certified Products Directory(CPD)listed. light, or sound gasketing on interior doors where indicated.At exterior 1. Furring Channels: Formed steel, minimum 0.020 inch thick, 3/8 inch f. Gage: 1/10 1. Fabricate components with minimum clearances and shim spacing a. Locks are to be non-handed and fully field reversible. applications provide non-corrosive fasteners and elsewhere where deep by 7/8 inch high, splicing permitted; galvanized. g. Total Thickness: .28 inches DIVISION 31 - EARTHWORK around perimeter of assembly, yet enabling installation and dynamic b. Manufacturers: indicated. 2. Main Ceiling Channels: Formed steel, asphalt coated, minimum 0.05 h. Primary Backing: movement of perimeter seal. 1) Sargent Manufacturing (SA)-7 Line. 2. Smoke Labeled Gasketing:Assemblies complying with NFPA 105 that inch thick, 3/4 inch deep by 1-1/2 inch high, single piece, no splicing; 1) Material: PremierBac®Plus SECTION 31 31 16-TERMITE CONTROL 2. Finishing: Apply factory finish to all surfaces that will be exposed in F. AUXILIARY LOCKS are listed and labeled by a testing and inspecting agency acceptable to galvanized. A. CHEMICAL SOIL TREATMENT completed assemblies 1. Cylindrical Deadlocks:ANSI/BHMA A156.36 Grade 1 Certified Products authorities having jurisdiction,for smoke control ratings indicated, based 3. Resilient Channels: Formed steel, minimum 0.020 inch thick; serrated SECTION 09 90 00-PAINTING AND COATING 1. Toxicant Chemical: EPA(Title 7, United States Code, 136 through Directory(CPD)listed deadlocks to fit standard ANSI 161 preparation on testing according to UL 1784. face,flattened Z profile, splicing permitted; galvanized. A. FACILITY INTERIOR PAINT SYSTEMS 136y)approved; synthetically color dyed to permit visual identification of SECTION 08 71 00-DOOR HARDWARE and 1 3/8"to 1 3/4"thickness doors. Provide tapered collars to resist a. Provide smoke labeled perimeter gasketing at all smoke labeled 4. Hangers: Steel wire, of size and type to suit application,to support 1. Lobby, Waiting Area, Corridor, Common Areas- Gypsum Board Walls: treated soil. A. SCHEDULED DOOR HARDWARE vandalism and 1"throw solid steel bolt with hardened steel roller pins. openings. ceiling components in place to deflection limits as indicated. a. Finish: Two finish coats over a primer. 2. Diluent: Recommended by toxicant manufacturer. 1. General: Provide door hardware for each door to comply with Deadlocks to be products of the same source manufacturer and keyway 3. Fire Labeled Gasketing:Assemblies complying with NFPA 80 that are 5. Ceiling Hangers: Rolled steel sections, of size and type to suit 2. Office, Group Rooms, Dispensary, Break Room, IT Room, Mech room, 3. Mixes: Mix toxicant to manufacturer's instructions. requirements in Door Hardware Sets and each referenced section that as other Iocksets. listed and labeled by a testing and inspecting agency acceptable to application, to rigidly support ceiling components in place to deflection Exam Room, Lab, Restrooms-Gypsum Board Walls: B. TERMITE BARRIER SHEET products are to be supplied under. a. Manufacturers: authorities having jurisdiction,for fire ratings indicated, based on testing limits as indicated; galvanized. a. Finish: Two finish coats over a primer. 1. Termite-Resistant Vapor Barrier Sheet: Plastic sheet, complying with 2. Designations: Requirements for quantity, item, size, finish or color, 1) Sargent Manufacturing (SA)-480 Series. according to UL-10C. 6. Lateral Bracing: Formed steel, minimum 0.060 inch thick, size and 3. Gypsum Board Ceiling ASTM E1745, Class C; stated by manufacturer as suitable for grade, function, and other distinctive qualities of each type of door G. LOCK AND LATCH STRIKES a. Provide intumescent seals as indicated to meet UL10C Standard for length as required; galvanized. a. Finish: Two finish coats over a primer. installation in contact with soil or granular fill under concrete slabs, and hardware are indicated in the Door Hardware Sets on sheet AA-601. 1. Strikes: Provide manufacturer's standard strike with strike box for each Positive Pressure Fire Tests of Door Assemblies, and NPFA 252, B. LATH 4. Door and Window Trim: for exclusion of subterranean termites. Products are identified by using door hardware designations, as latch or lock bolt,with curved lip extended to protect frame,finished to Standard Methods of Fire Tests of Door Assemblies. 1. Diamond Mesh Metal Lath: ASTM C847, galvanized; self-furring. a. Finish: Two finish coats over a primer. C. APPLICATION -CHEMICAL TREATMENT follows: match door hardware set, unless otherwise indicated, and as follows: 4. Sound-Rated Gasketing:Assemblies that are listed and labeled by a 2. Corner Mesh: Formed sheet steel, minimum 0.018 inch thick, 1. Comply with requirements of U.S. EPA and applicable state and local a. Named Manufacturer's Products: Product designation and a. Flat-Lip Strikes: For locks with three-piece antifriction Iatchbolts, as testing and inspecting agency,for sound ratings indicated. perforated flanges shaped to permit complete embedding in plaster, DIVISION 10 -SPECIALTIES codes. manufacturer are listed for each door hardware type required for the recommended by manufacturer. 5. Replaceable Seal Strips: Provide only those units where resilient or minimum 2 inch size; same finish as lath. 2. Spray apply toxicant in accordance with manufacturer's instructions. BPE CA NO.: 00005898 purpose of establishing requirements. Manufacturers' names are b. Extra-Long-Lip Strikes: For locks used on frames with applied wood flexible seal strips are easily replaceable and readily available from 3. Strip Mesh: Expanded metal lath, same weight as lath, 2 inch wide by SECTION 10 26 00-WALL AND DOOR PROTECTION BPA&ID CA NO.:AAC002023 abbreviated in the Door Hardware Schedule. casing trim. stocks maintained by manufacturer. 24 inch long; same finish as lath. A. PRODUCT TYPES 3. Substitutions: Requests for substitution and product approval for c. Aluminum-Frame Strike Box: Provide manufacturer's special strike 6. Manufacturers: 4. Beads, Screeds, Joint Accessories, and Other Trim: Depth governed by 1. Corner Guards- Surface Mounted: inclusive mechanical and electromechanical door hardware in box fabricated for aluminum framing. a. Pemko Products;ASSA ABLOY Architectural Door Accessories plaster thickness, and maximum possible lengths. a. Material: Type 304 stainless steel, No.4 finish, 16 gage. LLJ compliance with the specifications must be submitted in writing and in d. Double-lipped strikes: For locks at double acting doors. Furnish with (PE). a. Material: Formed sheet steel with rust inhibitive primer, expanded b. Width of Wings: 2 inches. accordance with the procedures and time frames outlined in Division 01, retractable stop for rescue hardware applications. M. FABRICATION metal flanges. c. Corner: Square. Substitution Procedures.Approval of requests is at the discretion of the 2. Standards: Comply with the following: 1. Fasteners: Provide door hardware manufactured to comply with architect, owner, and their designated consultants. a. Strikes for Mortise Locks and Latches: BHMA A156.13. published templates generally prepared for machine,wood, and SECTION 09 24 00-CEMENT PLASTERING SECTION 10 28 00-TOILET, BATH,AND LAUNDRY ACCESSORIES 0 B. HANGING DEVICES b. Strikes for Bored Locks and Latches: BHMA A156.2. sheet metal screws. Provide screws according to manufacturers A. MOCK-UP A. MATERIALS D 1. Hinges: ANSI/BHMA A156.1 certified butt hinges with number of hinge c. Strikes for Auxiliary Deadlocks: BHMA A156.36. recognized installation standards for application intended. 1. Mock-Up Panel: Construct a 4 foot wide by 4 foot high sample panel of 1. Accessories-General: Shop assembled, free of dents and scratches knuckles and other options as specified in the Door Hardware Sets. d. Dustproof Strikes: BHMA A156.16. N. FINISHES plaster work at the jobsite demonstrating installation procedures,finish and packaged complete with anchors and fittings, steel anchor plates, a. Quantity: Provide the following hinge quantity: H. CONVENTIONAL EXIT DEVICES 1. Standard: Designations used in the Hardware Sets and elsewhere texture,trim, moldings, and color. Show each phase of installation adapters, and anchor components for installation. 1) Two Hinges: For doors with heights up to 60 inches. 1. General Requirements:All exit devices specified herein shall meet or indicate hardware finishes complying with ANSI/BHMA A156.18, including framing and reinforcement. 2. Commercial Toilet Accessories 2) Three Hinges: For doors with heights 61 to 90 inches. exceed the following criteria: including coordination with traditional U.S.finishes indicated by certain a. Mock-Up shall show profile of cornice above door matcvhing a. Toilet Paper Dispenser: Double roll, surface mounted,for coreless 3) Four Hinges: For doors with heights 91 to 120 inches. a. At doors not requiring a fire rating, provide devices complying with manufacturers for their products. exisitng cornice profile, textrue and color. type rolls. 4) For doors with heights more than 120 inches, provide 4 hinges, NFPA 101 and listed and labeled for Panic Hardware according to 2. Provide quality of finish, including thickness of plating or coating (if any), b. Mock-up shall match textrure,finish, and color of exisitng exterior b. Paper Towel Dispenser: Folded paper type, stainless steel, 651 WEST WARREN plus 1 hinge for every 30 inches of door height greater than 120 UL305. Provide proper fasteners as required by manufacturer composition, hardness, and other qualities complying with wall. surface-mounted,with viewing slots on sides as refill indicator and AVENUE, STE 200 inches. including sex nuts and bolts at openings specified in the Hardware manufacturer's standards, but in no case less than specified by c. Construct Mock-Upanel adjacent to Door 101. tumbler lock. LONGWOOD, FLORIDA 32750 b. Hinge Size: Provide the following, unless otherwise indicated,with Sets. referenced standards for the applicable units of hardware B. FACTORY PREPARED CEMENT PLASTER c. Waste Receptacle: Stainless steel, wall-mounted. T 407.331.6116 hinge widths sized for door thickness and clearances required: b. Where exit devices are required on fire rated doors, provide devices 3. Protect mechanical finishes on exposed surfaces from damage by 1. Exterior Portland cement plaster system made of scratch and brown d. Automated Soap Dispenser: Liquid soap dispenser,wall-mounted, WWW.BAEONLINE.COM 1) Widths up to TO":4-1/2"standard or heavy weight as specified. complying with NFPA 80 and with UL labeling indicating "Fire Exit applying a strippable, temporary protective covering before shipping. base coat, leveling coat with reinforcing mesh, and elastomeric finish with stainless steel cover and window to gauge soap level,tumbler 2) Sizes from 3'1"to 4'0": 5" standard or heavyweight as Hardware". Provide devices with the proper fasteners for installation O. DOOR HARDWARE SETS coat; install in accordance with ASTM C926. lock. specified. as tested and listed by UL. Consult manufacturer's catalog and 1. The hardware sets represent the design intent and direction of the a. Provide continuous exterior insulation as part of the system, by the e. Mirrors: Stainless steel framed, 1/4 inch thick annealed float glass; c. Hinge Weight and Base Material: Unless otherwise indicated, template book for specific requirements. owner and architect.They are a guideline only and should not be same manufacturer. ASTM C1036. provide the following: c. Except on fire rated doors, provide exit devices with hex key considered a detailed hardware schedule. Discrepancies, conflicting b. Provide weather resistive barrier as part of the system, by the same f. Grab Bars: Stainless steel, smooth surface. 1) Exterior Doors: Heavy weight, non-ferrous, ball bearing or oil dogging device to hold the pushbar and latch in a retracted position. hardware and missing items should be brought to the attention of manufacturer. 1) Heavy Duty Grab Bars: Floor supports are acceptable if impregnated bearing hinges unless Hardware Sets indicate Provide optional keyed cylinder dogging on devices where specified the architect with corrections made prior to the bidding process. 2. Premixed One-Coat Base: Mixture of Type I Portland cement complying necessary to achieve load rating. standard weight. in Hardware Sets. Omitted items not included in a hardware set should be scheduled with with ASTM C207,fibers and other approved ingredients; install in a) Dimensions: 1-1/2 inch outside diameter, minimum 0.125 2) Interior Doors: Standard weight, steel, ball bearing or oil d. Devices must fit flat against the door face with no gap that permits the appropriate additional hardware required for proper application and accordance with ASTM C926. inch wall thickness, exposed flange mounting, 1-1/2 inch impregnated bearing hinges unless Hardware Sets indicate unauthorized dogging of the push bar. The addition of filler strips is functionality. 3. Premixed Leveling Coat: Acrylic polymer-based blend approved for use clearance between wall and inside of grab bar. heavy weight. required in any case where the door light extends behind the device a. Quantities listed are for each pair of doors, or for each single door. with plaster manufacturer's base coat and finish materials. B. HEALTHCARE ACCESSORIES d. Hinge Options: Comply with the following: as in a full glass configuration. b. The supplier is responsible for handing and sizing all products. 4. Premixed Textured Coating: Polymer modified acrylic coating, integrally 1. Recessed Specimen Pass-Through Cabinet r , 1) Non-removable Pins: Provide set screw in hinge barrel that, e. Lever Operating Trim: Where exit devices require lever trim,furnish c. Where multiple options for a piece of hardware are given in a single colored, and trowel applied to substrates prepared in accordance with a. Basis of Design: Bobrick Model B-50517 V Q when tightened into a groove in hinge pin, prevents removal of manufacturers heavy duty escutcheon trim with threaded studs for line item, the supplier shall provide the appropriate application for manufacturer's written installation instructions. b. Specimen Pass Through Cabinet shall have 2 doors with interlock pin while door is closed;for the all out-swinging lockable doors. thru-bolts. the opening. C. ACCESSORIES to prevent the opening of both doors at same time. Unit shall be �_ ,r-- 0 e. Manufacturers: 1) Lock Trim Design:As indicated in Hardware Sets, provide 2. Manufacturer's Abbreviations: 1. Flashing:As shown on plans and recommended by stucco manfacturer. constructed of Type 304 stainless steel with satin-finish,welded and U 1) McKinney Products;ASSA ABLOY Architectural Door finishes and designs to match that of the specified Iocksets. a. MK-McKinney 2. Trim: As shown on plans and recommended by stucco manfacturer. polished. Unit shall comply with ADA-ABA, ICC/ANSI A117.1 for 0� Q Accessories (MK). 2) Where function of exit device requires a cylinder, provide a b. PE- Pemko 3. Cornice: Match existing as shown on plans. operation with one hand with less than 5 pounds of force(22.2 N) 2. Continuous Geared Hinges:ANSI/BHMA A156.26 Grade 1-600 certified cylinder(Rim or Mortise)as specified in Hardware Sets. c. RO- Rockwood 4. Lath per Section 09 22 36. without tight grasping, pinching or twisting of the wrist. Provide W a O w continuous geared hinge.with minimum 0.120-inch thick extruded f. Vertical Rod Exit Devices: Where surface or concealed vertical rod d. SA-SARGENT D. REPAIR spillage tray and adjustable wall flange. Door secured to cabinet 0. J D 6060 T6 aluminum alloy hinge leaves and a minimum overall width of 4 exit devices are used at interior openings, provide as less bottom 1. Patching: Remove loose, damaged or defective plaster and replace with a full-length stainless steel piano-hinge. 3: _Z inches. Hinges are non-handed, reversible and fabricated to template rod (LBR) unless otherwise indicated. Provide dust proof strikes SECTION 08 80 00-GLAZING with plaster of same composition;finish to match surrounding area. c. Construction: 1/8 inch flexible PVC. < LL �_ screw locations. Factory trim hinges to suit door height and prepare for where thermal pins are required to project into the floor. A. GLASS MATERIALS 1) Surface Burning Characteristics: Flame spread index of 25 or (J 2 - Z electrical cut-outs. g. Narrow Stile Applications:At doors constructed with narrow stiles, 1. Laminated Glass: Float glass laminated in accordance with ASTM SECTION 09 51 00-ACOUSTICAL CEILINGS less and smoke developed index of 450 or less,when tested in n 0 a. Manufacturers: or as specified in Hardware Sets, provide devices designed for C1172. A. ACOUSTICAL UNITS accordance with ASTM E84. `J 0 1) Pemko Products; ASSA ABLOY Architectural Door Accessories maximum 2"wide stiles. a. Laminated Safety Glass: Complies with ANSI Z97.1 -Class B or 1. Acoustical Panels: Painted mineral fiber, with the following 2) Comply with ASTM C1822,type indicated. (PE). h. Dummy Push Bar: Nonfunctioning push bar matching functional CFR 1201 - Category I impact test requirements. characteristics: 3) Comply with ASME A112.18.9. C. DOOR OPERATING TRIM push bar. b. Polyvinyl But ral PVB Interla er: 0.060 inch thick, minimum. Y ( ) Y a. Classification: ASTM E1264 Type III. 4) Comply with ICC AlA117.1. --� � O 1. Flush Bolts and Surface Bolts:ANSI/BHMA A156.3 and A156.16, i. Rail Sizing: Provide exit device rails factory sized for proper door B. GLAZING UNITS 1) Form: 2,water felted. 5) Microbial and Fungal Resistance: Comply with ASTM G21. _ Grade 1, certified. width application. 1. Monolithic Interior Vision Glazing: 2) Pattern: "E"-lightly textured. d. Color: White. < W J �_ a. Flush bolts to be furnished with top rod of sufficient length to allow j. Through Bolt Installation: For exit devices and trim as indicated in a. Glass Type: Laminated float glass. b. Size: 24 by 24 inches. e. Fasteners: Reusable, snap-locking fasteners with no sharp or W D Q bolt retraction device location approximately six feet from the floor. Door Hardware Sets. b. Thickness: 1/4 inch, nominal. c. Thickness: 3/4 inch. abrasive external surfaces. ( ) b. Furnish dust proof strikes for bottom bolts. 2. Conventional Push Rail Exit Devices (Heavy Duty):ANSI/BHMA 2. Insulating Glass Units: Exterior Hurricane Impact Resistance Glazing B. SUSPENSION SYSTEM(S) C. ELECTRIC HAND/HAIR DRYERS = V J �- - c. Surface bolts to be minimum 8" in length and U.L. listed for labeled A156.3, Grade 1 Certified Products Directory(CPD) listed panic and fire a. Tint: Gray. 1. Metal Suspension Systems-General: Complying with ASTM 1. Electric Hand Dryers: Traditional fan-in-case type,with downward fixed LL fire doors and U.L. listed for windstorm components where exit hardware devices furnished in the functions specified in the b. Thickness: As required to meet performance criteria. C635/C635M; die cut and interlocking components, with perimeter nozzle. Q "'rn U applicable. Hardware Sets. Exit device latch to be stainless steel, pullman type,with c. Outside Lite: Tempered glass. moldings, hold down clips, stabilizer bars, clips, and splices as required. a. Operation: Automatic, sensor-operated on and off. - W d. Provide related accessories (mounting brackets, strikes, deadlock feature. d. Interlayer: Polyvinyl butyral (PVB),thickness as required to meet a. Materials: b. Mounting: Surface mounted. Q (D �- c- coordinators, etc.)as required for appropriate installation and a. Manufacturers: performance criteria. 1) Steel Grid: ASTM A653/A653M, G90 coating, unless otherwise c. Cover: Stainless steel with brushed finish. I (0 � U) operation. 1) Sargent Manufacturing (SA)-80 Series. e. Inside Lite: Annealed glass. indicated. d. Air Velocity: 18,000 linear feet per minute, minimum, at full power. e. Manufacturers: I. DOOR CLOSERS f. Visible Light Transmittance (VLT): 30 percent, nominal. 2. Exposed Suspension System: Hot-dipped galvanized steel grid and e. Heater: 970 W, minimum, at full power. r , O 1) Rockwood Products;ASSA ABLOY Architectural 1. All door closers specified herein shall meet or exceed the following g. Shading Coefficient: 0.40, nominal. cap. f. Fan/Heater Control: Field adjustable down to approximately half- V Door Accessories (RO). criteria: h. Solar Heat Gain Coefficient(SHGC): 0.34, nominal. a. Structural Classification: Heavy-duty, when tested in accordance speed with corresponding reduction in heat output. Q 0- z 2. Door Push Plates and Pulls:ANSI/BHMA A156.6 certified door pushes a. General: Door closers to be from one manufacturer, matching in i. Visible Light Reflectance, Outside: 16 percent, nominal. with ASTM C635/C635M. g. Total Wattage: 1400 W, maximum. and pulls of type and design specified in the Hardware Sets. Coordinate design and style,with the same type door preparations and j. Glazing Method: As required to meet performance criteria. h. Runtime: Field adjustable or automatic, up to 35 seconds. and provide proper width and height as required where conflicting templates regardless of application or spring size. Closers to be C. GLAZING COMPOUNDS SECTION 09 65 00 -RESILIENT FLOORING i. Air sanitizing and deodorizing without use of chemicals. hardware dictates. non-handed with full sized covers. 1. Silicone Sealant: Single component; neutral curing; A. RESILIENT BASE D. UTILITY ROOM ACCESSORIES12 a. Push/Pull Plates: Minimum .050 inch thick, size as indicated in b. Standards: Closers to comply with UL-10C for Positive Pressure capable of water immersion without loss of properties; non-bleeding, 1. Resilient Base-Type B-1:ASTM F1861,Type TV,vinyl,thermoplastic; 1. Combination Utility Shelf/Mop and Broom Holder: 0.05 inch thick T' hardware sets,with beveled edges, secured with exposed screws Fire Test and be U.L. listed for use of fire rated doors. non-staining;ASTM C920, Type S, Grade NS, Class 25, Uses M,A, and top set Styles A& B. stainless steel, Type 304,with 1/2 inch returned edges, 0.06 inch steel unless otherwise indicated. c. Size of Units: Comply with manufacturer's written recommendations G;with cured Shore A hardness range of 15 to 25; color as selected. a. Height: 4 inch. wall brackets. r b. Door Pull and Push Bar Design: Size, shape, and material as for sizing of door closers depending on size of door, exposure to b. Thickness: 0.125 inch. a, indicated in the hardware sets. Minimum clearance of 2 1/2-inches weather, and anticipated frequency of use. Where closers are SECTION 08 87 13-SOLAR CONTROL FILMS c. Color: As indicated on drawings. SECTION 10 44 00-FIRE PROTECTION SPECIALTIES from face of door unless otherwise indicated. indicated for doors required to be accessible to the Americans with A. MATERIALS d. Manufacturing, Performance, and Safety Standards: A. FIRE EXTINGUISHERS <1 c. Offset Pull Design: Size, shape, and material as indicated in the Disabilities Act, provide units complying with ANSI ICC/A117.1. 1. Glazing Film for the purpose of reducing ultra violet rays: Transparent 1) ASTM E648(NFPA 253)-Critical Radiant Flux: Class 1, = 1. Fire Extinguishers - General: Comply with product requirements of o hardware sets. Minimum clearance of 2 1/2-inches from face of d. Closer Arms: Provide heavy duty,forged steel closer arms unless polyester film for self adhesive bonding to glass. 0.45 W/cm2 NFPA 10 and applicable codes,whichever is more stringent. o door and offset of 90 degrees unless otherwise indicated. otherwise indicated in Hardware Sets. a. Basis of Design: Solar Gard Clear Frost 2) ASTM E662(NFPA 258)-Smoke Density: Passes, =450 2. Multipurpose Dry Chemical Type Fire Extinguishers: Carbon steel tank, N d. Fasteners: Provide manufacturer's designated fastener type as e. Closers shall not be installed on exterior or corridor side of doors; b. Film Performance Results, Nominal 3 ASTM E84- Flammability: Class A with pressure gauge. S Y p g 9 Gary Kranston, State of Florida, Registered Architect, License No. 11541 E indicated in Hardware Sets. where possible install closers on door for optimum aesthetics. 1) Solar Transmittance 56 percent 4) Acclimation Time: 48 Hours, a. Class: A:B:C type. H AA-911e. Manufacturers: f. Closer Accessories: Provide door closer accessories including 2) Solar Absorptance 26 percent 5 Stora e&Acclimation Tem erature: 65 ° -85° F b. Size: 5 ound. E ° 1 Rockwood Products;ASSA ABLOY Architectural Door custom templates, special mounting brackets, spacers and drop 3 Solar Reflectance 18 percent ) g p p This item has been digitally signed and sealed by Gary Kranston, RA on i�0 p p g p p ) p B. FIRE EXTINGUISHER CABINETS O4.07.2021 using a digital signature. C Accessories (RO). plates as required for proper installation. Provide through-bolt and 4) Visible Light Transmittance 64 percent 1. Cabinet Configuration: Semi-recessed type. T security type fasteners as specified in the hardware sets. 5) Visible Light Reflectance(Exterior)25 percent Printed copies of this document are not considered signed and sealed and 6) Visible Light Reflectance(Interior)27 percent the SHA authentication code must be verified on an electronic copies. N Y P O d 4/8/2021 1:52:58 PM 2 3 4 5 6 7 8 9 10 11 12 13 171 � p PLUMBING FIXTURES DOMESTIC WATER SPECIALTIES PLUMBING FIXTURE CONNECTION SCHEDULE PLUMBING SYMBOL LEGEND m WATER CLOSET WC-1 (FLOOR MOUNTED-TANK-ADA- 1.6) SHOCK ARRESTER: OU SIOUX CHIEF MFG. "HYDRA-RESTER"SEAMLESS COPPER, DELRIN PISTON, ARGON GAS ITEM DESCRIPTION WASTE TRAP VENT CW HW REMARKS SYMBOL/ABBREV. DESCRIPTION LU Of FIXTURE: CHARGED, APPROVED FOR CONCEALED IN WALL INSTALLATION. GUARANTEED FOR THE WC-1 WATER CLOSET 4" INTEG 2" 1/2" FLR MTD FL TK ADA 1.6 GAL ❑ ZURN MODEL Z5560 FLOOR MOUNTED, FLOOR OUTLET, HIGH PERFORMANCE ECOFLUSH LIFE OF THE PLUMBING SYSTEM. L-1 LAVATORY 2" 1-1/4" 1-1/2" 1/2" 1/2" WL HG ADA SANITARY PIPING TECHNOLOGY, PRESSURE ASSISTED TWO PIECE TOILET, VITREOUS CHINA, ELONGATED z BOWL, SIPHON ACTION, 1.6 GALLON FLUSH. UTILITY BOX UB-1: S-1 SINK-SINGLE 2" 1-1/2" 1-1/2" 1/2" 1/2" SS GR GREASE WASTE PIPING 0 PLASTIC ODDITIES RECESSED BOX FOR REFRIGERATOR ICE MAKER CONNECTION. S-2 SINK-SINGLE 2" 1-1/2" 1-1/2" 1/2" 1/2" SEAT: INSTALL WHERE DRAWINGS INDICATE WATER SERVICE TO REFRIGERATOR. is JANITOR SINK 3" 3" 1-1/2" 3/4" 3/4" FLR MTD VENT PIPING OLSONITE 95-CC/SS ELONGATED, EXTRA HEAVY, HIGH IMPACT PLASTIC, OPEN FRONT EWC-1 ELEC.WATER COOLER 2" 1-1/4" 1-1/2" 1/2" _ WALL HUNG DOUBLE ADA SEATLESS COVER WITH STAINLESS STEEL SELF-SUSTAINING CHECK HINGES. RAINWATER PIPING z DRAINAGE SPECIALTIES ABBREVIATIONS 0 ❑ SUPPLY: CTR COUNTERTOP MTD MOUNTED WL DOMESTIC COLD WATER PIPING WALL z WALL CLEANOUT WCO-1: FLR FLOOR GAL GALLONS O MCGUIRE H2169 HEAVY, CHROME PLATED CAST BRASS ANGLE STOP WITH WHEEL TK TANK DOMESTIC HOT WATER PIPING 1-- HANDLE, CHROME PLATED RISER& FLANGE. JOSAM NO. 58600 ROUND STAINLESS STEEL WALL ACCESS COVER WITH CENTER HG HUNG SS STAINLESS STEEL D- SCREWS JOSAM 58910-19-Z CLEANOUT TEE WITH LUG TAPPED FOR CENTER SCREW. FL FLUSH ADA AMERICAN DISABILITIES ACT w z LAVATORY L-1 (WALL HUNG -ADA) VLV VALVE COMPLIANT --- --- DOMESTIC HOT WATER RECIRCULATING PIPING w U- G NATURAL GAS PIPING ❑ FIXTURE: AMERICAN STANDARD 0355.012 "LUCERNE"20"X 18", VITREOUS CHINA, WALL A COMPRESSED AIR PIPING z HUNG, CONCEALED ARM, FRONT OVERFLOW, BACK AND SIDE SPLASH SHIELDS, p 4" CENTERS. ELECTRIC WATER HEATER SCHEDULE FLOOR DRAIN m FAUCET: MARK EWH-1 OC HUB DRAIN ■ AMERICAN STANDARD MODEL 2175.504 POLISHED CHROME, SINGLE CONTROL STYLE HANDEL, PROVIDE WITH 0.5 GPM AERATOR. MOTOR FLOOR SINK z MANUFACTURER RHEEM DRAIN: 0 PIPING TEE UP g CHROME PLATED BRASS FLAT GRID STRAINER AND OFFSET PIPE TO SYSTEM SEE PLANS MODEL ELDS40-TB FOR CONTINUATION w 1 1/4"TAILPIECE STORAGE CAPACITY (GAL) 40 PIPING TEE DOWN LIJ a P-TRAP: q RECOVERY (GPH) 28 @ 80°R C PIPING ELL UP o ❑ HEAVY CHROME PLATED CAST BRASS 1-1/4"ADJUSTABLE \ UNIT SIZE 32-1/4"H x 24" DIA. P-TRAP, CLEANOUT, SLIP NUT, 17 GA. TUBULAR BRASS WALL BEND AND BRASS 0 PIPING ELL DOWN Z Q FLANGE. ENERGY-EFFICIENCY 96% z BALL VALVE (TYPICAL) CHECK VALVE GATE VALVE W w > - U) - O z U) J SUPPLIES: DIELECTRIC UNION OPERATIONAL WEIGHT (LBS) 483 w IN-THE-LINE CIRCULATING PUMP SEE w a- HEAVY CHROME PLATED BRASS ANGLE STOP WITH (TYPICAL) KW INPUT 5.5 BALL VALVE d WHEELHANDLE, CHROME PLATED RISER AND FLANGE. SCHEDULE FOR CAPACITY, INSTALL PER �LIJ z ro N MFGR'S RECOMMENDATIONS VOLTAGE/PHASE 240V/1 ~ g No CARRIER: 0 FLOOR CLEANOUT O m o O FLOOR MOUNTED, CAST IRON, CONCEALED ARMS. EXTERIOR CLEANOUT Q U N wo w PIPE COVERS: 2 IN-LINE CIRCULATING PUMP DETAIL 1 WALL CLEANOUT U a a o U) SEAMLESS CLOSED CELL VINYL PIPE INSULATORS, ADA PROTECTION, APPLY TO P-00 NOT TO SCALE HOT WATER RECIRC. PUMP SCHEDULE TAILPIECE, DRAIN, P-TRAP AND WATER SUPPLIES. VALVE IN VERTICAL PIPE NOTE: MARK HWRP-1 POINT OF CONNECTION INSTALL FIXTURES AT ADA HEIGHT REQUIREMENT. MANUFACTURER ARMSTRONG ABBREVIATION DESCRIPTION SINK S-1 (SINGLE-SS -STANDARD) MODEL H-32 FIXTURE: VOLTAGE/H.P. 120/1/6 AFF ABOVE FINISHED FLOOR ELKAY LR 2521, 25"X21"X7-5/8" SINGLE COMPARTMENT 18 GAUGE, TYPE BFF BELOW FINISHED FLOOR 302 STAINLESS STEEL, SELF-RIM, UNDERCOATED. PHASE 1 CONT CONTINUATION RPM 1750 FAUCET: CW COLD WATER(POTABLE) MOEN MODEL 8701 CHROME PLATED METAL, 9" SPOUT, 8"CENTERS, SINGLE LEVER CAPACITY(GPM) 10 DW DISHWASHER STYLE HANDLE. TOTAL HEAD (FEET) 10 EWC ELECTRIC WATER COOLER DRAIN: FD FLOOR DRAIN CHROME PLATED BRASS FLAT GRID STRAINER AND 1-1/2"TAILPIECE. BIDE CA NO.: 00005898 �+ FCO FLOOR CLEAN OUT BPA&ID CA NO.: AAC002023 P-TRAP: SHOCK ARRESTOR SCHEDULE GWH GAS WATER HEATER HEAVY 1-1/2"CAST BRASS ADJUSTABLE P-TRAP, CLEANOUT, SLIP-NUT, 17 GAUGE LU TUBULAR BRASS WALL BEND AND BRASS FLANGE. HB HOSE BIBB P.D.I. SIZE FIXTURE UNITS SUPPLIES: HWRP HOT WATER RECIRC. PUMP HEAVY CHROME PLATED BRASS ANGLE STOP WITH WHEELHANDLE, CHROME PLATED 'SA-A' 1-11 JS JANITOR SINK RISER AND FLANGE. SA-B' 12-32 L LAVATORY SINK S-2 (SINGLE-SS) O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED FIXTURE: SA SHOCK ARRESTOR T& S BRASS B-1230 DECK MOUNT WATER STATION WITH PEDESTAL TYPE GLASS FILLER, 12-5/8"X10-5/8X1-11/2", 18 GAUGE STAINLESS STEEL DRIP PAN AND 1-1/4" DRAIN.. LINO UNLESS NOTED OTHERWISE WC WATER CLOSET 651 WEST WARREN P-TRAP: AVENUE, STE 200 HEAVY 1-1/4" CAST BRASS ADJUSTABLE P-TRAP, CLEANOUT, SLIP-NUT, 17 GAUGE WH WALL HYDRANT LONGWOOD, FLORIDA 32750 TUBULAR BRASS WALL BEND AND BRASS FLANGE. HEAT TRAP BALL VALVE WB WASHER BOX T 407.331.6116 CHECK VALVE WWW.BAEONLINE.COM SUPPLIES: DOMESTIC HOT WATER PIPING HEAVY CHROME PLATED BRASS ANGLE STOP WITH WHEELHANDLE, CHROME PLATED RISER AND FLANGE. , �- - - �- - DOMESTIC COLD WATER PIPING GENERAL NOTES JANITOR SINK JS-1 (FLOOR MOUNTED) UNION �� ❑ �--�❑❑� DOMESTIC HOT WATER RECIRCULATING PIPING 1, FIELD VERIFY ALL MEASUREMENTS PRIOR TO LAYING AND CONNECTING ANY PIPING, FIXTURE: T T NOTIFY ARCHITECT OF ANY DISCREPANCIES. FIAT MSB2424, 24"X24"X10" MOLDED STONE SERVICE BASIN. HOT WATER 2. PROVIDE SHOCK ARRESTORS FOR PREVENTING WATER HAMMER AT EACH BATTERY OF FAUCET: RECIRCULATING FIXTURES ON THE COLD AND HOT WATER SUPPLIES. PROVIDE SHOCK ARRESTORS AT Ur MOEN 8124 ROUGH CHROME PLATED BRASS, WALL MOUNTED, CROSS STYLE HANDLES, :D EXPANSION TANK PUMP ISOLATED PLUMBING FIXTURES. SHOCK ARRESTORS SHALL BE FACTORY FABRICATED r , < z VACUUM BREAKER, PAIL HOOK, WALL SUPPORT. EQUAL TO AMTROL AND LOCATED FULLY ACCESSIBLE. SHOCK ARRESTORS SHALL BE SIZED PER PLUMBING V — TEMPERATURE AND DRAINAGE INSTITUTE STANDARD WH-201. AIR CHAMBERS ARE NOT ACCEPTABLE. Q m ACCESSORIES: & PRESSURE r , 2 FIAT 889-CC MOP HANGER WITH (3)CLAMPS, FIAT 832-AA HOSE AND BRACKET, RELIEF VALVE 3. MAINTAIN FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING v Z) AND FIAT B-77-AA VINYL BUMPERGUARD. PENETRATIONS. > J ELECTRIC WATER Uj < O ELECTRIC WATER COOLER EWC-1 HEATER, SEE SPEC. 4. ROUTE ALL PIPING ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES EXCEPT AS AND SCHEDULE SPECIFICALLY NOTED. 'J w FIXTURE: L.` HALSEY TAYLOR HAC8FSBL-Q ADA DUAL UNIT BARRIER FREE ADA COOLER,ALL 5. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE r , STAINLESS STEEL, FRONT AND SIDE PUSH BARS, 134A REFRIGERANT, 15423 WATER MOUNTING HEIGHTS AND DIMENSIONS. DO NOT SCALE DRAWINGS. DRAWINGS ARE V FILTER MOUNTED IN CABINET. DRAIN VALVE DIAGRAMATIC AND ARE INTENDED TO SHOW GENERAL ROUTING. W 3" DEEP 24 GAUGE LLl P-TRAP: PIPE FULL SIZE ❑' 6. VERIFY ELEVATIONS OF SEWER PIPING TO WHICH NEW SEWERS ARE TO BE CONNECTED z:GALVANIZED SHEET MCGUIRE 8872 HEAVY CHROME PLATED CAST BRASS 1-1/4"ADJUSTABLE P-TRAP, c) TO JANITOR SINK PRIOR TO INSTALLATION OF ANY PIPING. CLEANOUT, SLIP NUT, 17 GA. TUBULAR BRASS WALL BEND AND BRASS FLANGE. METAL DRAIN PAN (� 7. PROVIDE DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. J 0 SUPPLIES: W z MCGUIRE 160 SERIES CHROME PLATED BRASS STRAIGHT STOP, WITH WHEELHANDLE, 8. PROVIDE 3/8" CW SUPPLY WITH RECESSED VALVE BOX, STOP VALVE, AND FLEXIBLE ' Q CHROME PLATED RISER. COPPER SUPPLY TUBE TO REFRIGERATORS. COORDINATE HEIGHT OF WATER r Cl)24"TALL EQUIPMENT STAND FLOOR CONNECTION WITH REFRIGERATOR SUPPLIER. CARRIER: JOSAM 17900 CAST IRON, FLOOR MOUNTED, BRACKET. a Q '^ O NOTE: INSTALL FIXTURE AT ADA HEIGHT REQUIREMENTS. 1a `, ELECTRIC WATER HEATER DIAGRAM Q 0 o - NOT TO SCALE U ~ O z P-00 U Q CD J SALAS O'BRIEN w 1 r expect a difference I ' d m 'o m 3501 Quadrangle Boulevard,Suite 100 Orlando,FL 32817 c (407)380-0400 N a CERT.OF AUTH.NO.6106 w 0 ❑ GARYA.WILKERSON,P.E.43167 0 ■ KYLE J.CARTIER,P.E.53269 y ❑ JEFF A.KIRKMAN,P.E.65629 ❑ ADAM S.LEVINE,P.E.77010 E 21-00570 0 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PE ON DATE o INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. o PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE HAP-001 z SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E U E T .o m N N 0 U 4/7/2021 2:47:55 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES o 1. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR SAW- 13� CUTTING AND PATCHING THE FLOOR. O U w z O H U H co z REFERENCE NOTES - DEMOLITION ° U D1 DEMOLISH EXISTING WATER HEATER. EXISTING WATER PIPING z ❑ O TO REMAIN AND BE REUSED. � J _ Q "D2 DEMOLISH EXISTING WATER CLOSET. CAP EXISTING SANITARY U z BELOW THE SLAB AND WATER PIPING IN WALL. U) U_ wcc ❑ D3 DEMOLISH EXISTING LAVATORY. CAP EXISTING SANITARY AND 0 WATER PIPING IN WALL. PATCH AND PAINT WALL TO MATCH z EXISTING. D4 DEMOLISH EXISTING 1/2" HOT AND COLD WATER PIPING ABOVE m THE CEILING AS INDICATED AND CAP ABOVE THE CEILING. ■ D DEMOLISH EXISTING WATER CLOSET, LAVATORY, SANITARY, z VENT AND WATER PIPING IN WALL. CAP VENT PIPING ABOVE THE CEILING AND SANITARY PIPING BELOW SLAB AS INDICATED. w D6 DEMOLISH EXISTING COUNTERTOP MOUNTED LAVATORY. LU a EXISTING SANITARY AND WATER PIPING TO REMAIN AND BE Q ❑ REUSED. D7 CAP EXISTING SANITARY PIPING BELOW SLAB. z z D8 DEMOLISH EXISTING WASHING MACHINE BOX. CAP SANITARY W w > — U) — O z U) zi AND WATER PIPING IN WALL. PATCH AND PAINT WALL TO d w MATCH EXISTING. o w d w z N Z 3 D9 DEMOLISH EXISTING SINK. EXISTING SANITARY AND WATER p o O PIPING TO REMAIN AND BE REUSED. z m w w o J > O L(U) coq(� N CD w cUA 0 a a o / BPE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 I II i I I II I II I � I I 651 WEST WARREN AVENUE, STE 200 LONGWOOD, FLORIDA 32750 rr \ WWW.BAEONLINE.COM 1 � D5 D7 D4 ; z U � cow < 0 2 J L z C� Lu Q � — J �I D3 � IIUj � II II II LL ❑ II D6 = (� Z D2 J o �O O LL ml L o O LL ❑ U w / Q U J L L - L °� SALAS O'BRIEN / I expect a difference I d m 3501 ❑ Quadrangle Boulevard,Suite 100 Orlando,FL 32817 c (407)380-0400 N a CERT.OF AUTH.NO.6106 w 0 1 DEMOLITION FLOOR PLAN - PLUMBING ❑ GARYA.WILKERSON,P.E.43167 0 ■ KYLE J.CARTIER,P.E.53269 iy P-10 1�8" — 1'-0" ❑ JEFFA.KIRKMAN,P.E.65629 - Iu ❑ ADAM S.LEVINE,P.E.77010 - THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PEON DATE o INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. /�PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE HAP- 1 O I z GRAPHICSCALE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E L) E T .o m 0' 4' 8' 16' N U 4/7/2021 2:47:56 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 C9 REFERENCE NOTES - NEW m 0 1O CONNECT EXISTING 3/4" HOT AND COLD WATER PIPING TO NEW p WATER HEATER. U w Of O2 CONNECT NEW WATER PIPING INTO EXISTING ABOVE THE ❑ CEILING. FIELD VERIFY EXACT LOCATION. z 3 CONNECT NEW SANITARY LINE INTO EXISTING BELOW SLAB. FIELD VERIFY EXACT LOCATION. U 4 THE PLUMBING CONTRACTOR SHALL FIELD VERIFY IF THE WALL v~i EXTENDS BELOW THE SLAB AND HAS A FOOTER OR HAS A z THICKENED EDGE PRIOPR TO CONSTRUCTION. NOTIFY THE ARCHITECT IF THE NEW SANITARY PIPING REQUIRES z ❑ MODIFYING THE EXISTING FOOTER OR THICKENED EDGE. O ~ J � Z U U_ w ❑ cc C9 Z_ m ■ U' Z H H w w d Q ❑ O Q z z ww > — w — Ozw J w w LU� � d C9 Z 04 p O 15� O } O 0 Z m U H O co z J < �i O (� N lit o w 1 2 3 0 w Ofa co cn o co 13- 0- o — — I I I BPE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 I IT 123 L-1 � B — OFFICE 3 OFFICE 2 COPY RO WC-1 N.S. S=1 125 124 130 115A DISPENSARY UA RR 2 651 WEST WARREN 122 AVENUE, STE 200 a LONGWOOD, FLORIDA 32750 4 T 407.331.6116 S=2 ®S=2 ®S=2 WWW.BAEONLINE.COM LOBBY 127 PRIV. RM PRIV. RM PRIV. RM EWC-1 F114 1 F1131112 L-17 \\J WC-1 MECH LOBBY GROUP G 116 7111 126 118 I � U CORR. 129 OFFICE 5 LN.SUP U ` 3 109 110 W r z II � � O m CLIN. DIR. OFFI i I ` OFFICE 6 128 120 i 119 CORK. L S_1 I O ICE 131 i OFFICE OFFICE 7 W 3 121 2 108 � 2 U II W 10 S-1 II O T i /^ O fl 3 v J L I �� LLI 2 — L �— �� 2 � Ills I L=1 � Q LL Z S=1 UB-1 P' I�I LL II � m III U O °I WC-1 BREAK J 102 SALAS O'BRIEN co expect a difference I d m 3501 m Quadrangle Boulevard,Suite 100 Orlando, D — — — — — Orlando,FL 32817 c HWRP-1 EWH'-1 �ao7�3so-oaoo N a CERT.OF AUTH.NO.6106 w \ \ ❑ GARYA.WILKERSON,P.E.43167 0 ■ KYLE J.CARTIER,P.E.53269 y ❑ JEFF A.KIRKMAN,P.E.65629 c ❑ ADAM S.LEVINE,P.E.77010 E E THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PEON DATE o 1 NEW FLOOR P LAN - PLUMBING INDICATED IN DIGITAL SIGNATURE USING ASHA-1 AUTHENTICATION CODE. S AP- 102 oP-101/8"= 1'-0" GRAPHIC SCALE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H z SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E U E V� T o m 0' 4' 8' 16' A U 4/7/2021 2:47:56 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 171 m p p O LU 2„ may/ �� ,�/ I // 0 V �2 \�1-1/2" H z 1-1/2" WC-1 / OU 1-1/2" / 0 El EWC-1 4" 2, \ z = w 1 4" W C-1 LL w �\ �l\\ S-1 p ❑ 2" I � I � c� 2�� I/� z f 4., L' 4" p \\ 2 I 1-1/2" m I \\ 'r 2„ J I �\ 4„ C� 1-1/2" i z S_1 /// 3 S-2 er �1-1/2" � w / 1 S-2 I w a 1-1/2" I ❑ p I S-2 z 2 Q z_ Ww > _ w — Ozw LU p w a 3 Z oo N o O o O L H S-1 Z m JLL Q � O N wo W 2" cU) p a a 0 ECO �1 (2-WAY) I /1/ 1/2" ' ' JWC-1 112" WC-1� ' \\ L-1�EWC-1 �1-1/2" 1/2n BPE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 S-1 ` 3/4 LLJ // 2 j, � > S1 ' \ ❑� \C I \ 1/2" II I ` 1/2" 651 WEST WARREN 1/2" �' I I AVENUE, STE 200 S=1 ` / / 1 I LONGWOOD, FLORIDA 32750 IV S=2 k I T 407.331.6116 \ / V WWW.BAEONLINE.COM / 1/2" LL 3/4" /�� I 11 S-2 S1 WASTE AND VENT RISER DIAGRAM \❑. I 1/2" P-401 NOT TO SCALE \ / 1/2" S 0 S=1 / w Q O z 0� J co\\ Q � LL 2 W J c� T_ � Q // \ Q w / 1/2" p c� LLi m J / SALAS O'BRIEN C C I expect a difference I @ 1791m 3501 Quadrangle Boulevard,Suite 100 Orlando,FL 32817 c H W RP-1 (ao7�3so-oaoo N a CERT.OF AUTH.NO.6106 w I 3/4" 0 ❑ GARYA.WILKERSON,P.E.43167 0 I— ■ KYLE J.CARTIER,P.E.53269 it ❑ JEFF A.KIRKMAN,P.E.65629 ❑ ADAM S.LEVINE,P.E.77010 E 21-00570 0 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PE ON DATE o INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. AP-401 W 1 HOT AND COLD WATER RISER D I AG RAM PRINTED COPIES A THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H W SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E U E P-401 NOT TO SCALE T N N 0 U 4/7/2021 2:47:57 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 C� PLUMBING SPECIFICATIONS m SECTION 15450 O U w 1.1 EXISTING CONDITIONS z A. WHEN WORKING IN AND AROUND THE BUILDING, EXTREME CARE SHALL BE EXERCISED WITH REGARD TO PROTECTION OF THE EXISTING E. THE FOLLOWING TESTS SHALL BE CONDUCTED BY THE CONTRACTOR AND C. JOINT MATERIALS: ~ U ALL PIPING SHALL BE PROVEN TIGHT IN THE PRESENCE OF THE STRUCTURE AND MECHANICAL SYSTEMS. REPAIR OR REPLACE TO THE ARCHITECT OR HIS REPRESENTATIVE. THESE TESTS SHALL BE TYPE DESIGNATION ~ SATISFACTION OF THE ARCHITECT ANY EXISTING WORK DAMAGED IN z CONDUCTED BEFORE ANY INSULATION IS INSTALLED AND ANY Z THE PERFORMANCE OF THE NEW WORK. O INSULATION INSTALLED PRIOR TO TESTS SHALL BE REMOVED. - PVC SOLVENT CEMENT B U PROVIDE ALL EQUIPMENT AND LABOR REQUIRED. TESTS SHALL BE AT -CPVC SOLVENT CEMENT C z B. THE CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE 0 El LEAST FOUR HOURS (4 HOURS) IN DURATION, AFTER ALL PIPING HAS ALL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NO BEEN PROVED TIGHT. PIPING MAY BE TESTED IN SECTIONS AS D. PIPING ASSEMBLY: Q ALLOWANCE WILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS U z APPROVED BY THE ARCHITECT. TESTS SHALL BE AS SPECIFIED co w RESPECT. HEREIN. SERVICE PIPE FITTINGS JOINT o Ll cc C. PERFORM ALL CUTTING AND PATCHING ASSOCIATED WITH THE NEW 1. THE DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY COLD WATER C III C z WORK. STRUCTURAL MEMBERS SHALL NOT BE CUT. PATCHING SHALL TESTED TO ONE HUNDRED FIFTY PSIG (150 PSIG). ALL HOT WATER C III C o MATCH EXISTING ADJACENT SURFACES AS TO MATERIAL, TEXTURE AND o OPENINGS IN THE WATER PIPING SHALL BE PLUGGED; THE WASTE AND VENT B II B m QUALITY. SYSTEM, OR PORTION THEREOF, FILLED WITH WATER,AND TESTED WITH A PUMP TO A PRESSURE OF ONE HUNDRED FIFTY 2.5 VALVES ■ D. UNDER NO CIRCUMSTANCES SHALL WATERPROOFING BE DAMAGED OR PSIG (150 PSIG). DOMESTIC WATER SYSTEM PIPING SHALL BE z PENETRATED. SHOULD CONDITIONS ARISE WHICH INDICATE SUCH IS DISINFECTED AFTER TESTS IN ACCORDANCE WITH ALL LOCAL A. SHUT-OFF VALVES SHALL BE BALL TYPE CPVC TYPE NECESSARY, NOTIFY THE ARCHITECT. AND STATE HEALTH DEPARTMENT REQUIREMENTS. 2.6 INSULATION w E. NOTIFY OWNER PRIOR TO ALL SERVICE OUTAGES AND OBTAIN 2. THE SANITARY AND MISCELLANEOUS DRAIN SYSTEM SHALL BE w APPROVAL BEFORE PROCEEDING. HYDROSTATICALLY TESTED. TESTS SHALL BE AS REQUIRED BY A. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED WITH 1 INCH o CODE AND AS A MINIMUM SHALL COMPRISE OF THE PLUGGING OF CLOSED CELL ELASTOMERIC TUBULAR INSULATION WITH A BUILT-IN F. WHEN THE USE OR REUSE OF EXISTING SYSTEMS OR MATERIALS IS ALL OPENINGS IN THE LINES, FILLING THE SYSTEM (OR VAPOR BARRIER, SIMILAR TO MANVILLE AEROTUBE II. p Q INDICATED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PORTION THEREOF), WITH WATER UNTIL ALL JOINTS ARE Z z REPAIR OR REPLACE THE SYSTEMS OR MATERIALS SUCH THAT THEY PROVEN TIGHT. PIPING SHALL BE TESTED WITH A MINIMUM w > — cn — O z cn COMPLY WITH THE REQUIREMENTS OF THIS SPECIFICATION. HEAD OF TEN FEET(10') OF WATER. w C9 CN 1.2 SUBMITTALS F. DISINFECTION OF DOMESTIC WATER PIPING SYSTEM: g o CD � O o O z mw H o CIJ A. SUBMIT FOR APPROVAL SIX(6)SETS OF SHOP DRAWINGS ON THE 1. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, Q O� (Y') N .4 CD w ITEMS OF EQUIPMENT AS DIRECTED BY THE ARCHITECT. FLUSHED,AND CLEAN. U 0 0 Q U) cn 0 w d 0 — B. CONTRACTOR SHALL FURNISH TO THE ARCHITECT TWO(2)COMPLETE 2. ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7.4 AND 7.6 BOUND SETS OF TYPEWRITTEN OR BLUE-PRINTED INSTRUCTIONS FOR BY ADDING ALKALI (CAUSTIC SODA OR SODA ASH)OR ACID OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT INCLUDED (HYDROCHLORIC). IN THIS CONTRACT. EACH SET OF INSTRUCTIONS SHALL BE CONTAINED IN A HARD-BACK RING BINDER PROPERLY INDEXED AND 3. INJECT DISINFECTANT, FREE CHLORINE IN LIQUID, POWDER, LABELED. ALSO PROVIDE TWO (2)COMPLETE SETS OF APPROVED TABLET OR GAS FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO SHOP DRAWINGS FOR ALL ITEMS OF EQUIPMENT UTILIZED ON THE 80 MG/L RESIDUAL. PROJECT. ALL INSTRUCTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FINAL ISSUE. MANUFACTURER'S ADVERTISING LITERATURE 4. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND OR CATALOGS WILL NOT BE ACCEPTABLE FOR OPERATING AND TEST FOR DISINFECTANT RESIDUAL AT MINIMUM 15 PERCENT OF MAINTENANCE INSTRUCTIONS. OUTLETS. C. DURING THE GUARANTEE PERIOD, THE CONTRACTOR SHALL SERVICE 5. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT. PRIOR TO THE START OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL PROVIDE 6. IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, BIDE CA NO.: 00005898 THE OWNER WITH A SCHEDULE OF REQUIRED MAINTENANCE OPERATIONS REPEAT TREATMENT. BPA&ID CA NO.: AAC002C002023 FOR EACH SYSTEM AND ITEM OF EQUIPMENT. SUBMIT SCHEDULE TO THE ARCHITECT FOR APPROVAL. 7. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L. 1.3 PIPING AND SUPPORTS 8. TAKE SAMPLES NO SOONER THAN 24 HOURS AFTER FLUSHING, A. PIPING SHALL BE RUN PARALLEL WITH THE LINES OF THE BUILDING FROM 5 PERCENT OF OUTLETS AND FROM WATER ENTRY, AND UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. THE ANALYZE IN ACCORDANCE WITH AWWA C651. DIFFERENT SERVICE PIPES, VALVES, AND FITTINGS SHALL BE SO INSTALLED THAT AFTER THE COVERING IS APPLIED THERE WILL NOT G. THE SANITARY AND MISCELLANEOUS DRAIN SYSTEM SHALL BE BE LESS THAN 1-INCH CLEAR SPACE BETWEEN THE FINISHED HYDROSTATICALLY TESTED. TESTS SHALL BE AS REQUIRED BY CODE COVERING AND OTHER WORK OR ADJACENT PIPING. AND AS A MINIMUM SHALL COMPRISE OF THE PLUGGING OF ALL OPENINGS IN THE LINES, FILLING THE SYSTEM (OR PORTION 651 WEST WARREN B. HANGERS SHALL BE SPACED SO AS TO PREVENT SAG AND PERMIT THEREOF), WITH WATER UNTIL ALL JOINTS ARE PROVEN TIGHT. AVENUE, STE 200 PROPER DRAINAGE AND SHALL NOT BE SPACED MORE THAN 10 FEET PIPING SHALL BE TESTED WITH A MINIMUM HEAD OF TEN FEET(10') LONGWOOD, FLORIDA 32750 APART. OF WATER. T 407.331.6116 WWW.BAEONLINE.COM C. VERTICAL RUNS OF PIPE NOT OVER 15 FEET LONG SHALL BE SUPPORTED BY HANGERS PLACED NOT OVER ONE FOOT FROM THE 2.3 HANGERS ELBOWS ON THE CONNECTING HORIZONTAL RUNS. A. HANGERS AND ACCESSORIES SHALL BE GRINNELL, FEE AND MASON, OR 1.4 DEMOLITION MODERN. A. ALL EXISTING PIPING, EQUIPMENT,AND MATERIALS NOT REQUIRED B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR RE-USE OR RE-INSTALLATION SHALL BE REMOVED FROM THE AN ADEQUATE PIPE SUSPENSION SYSTEM IN ACCORDANCE WITH PREMISES BY THE CONTRACTOR. RECOGNIZED ENGINEERING PRACTICES, USING STANDARD, COMMERCIALLY ACCEPTED PIPE HANGERS AND SUSPENSION EQUIPMENT. r , B. EXISTING PIPING THAT REMAINS CONCEALED OR OTHERWISE THE DESIGN OF ALL HANGERS AND SUPPORT SHALL BE IN ACCORDANCE CONTAINED IN THE REMAINING WALLS SHALL BE CAPPED, PLUGGED, WITH PROVISION OF THE CURRENT ISSUE OF MSS-SP-58 DOMESTIC Q OR SEALED. ALL PIPES SHALL BE CUT SO THAT THEIR CAPPED OR DEVELOPED AS A STANDARD BY THE MANUFACTURER'S =' PLUGGED ENDS WILL BE FLUSH WITH EXISTING WALLS. STANDARDIZATION SOCIETY. W C. HANGERS FOR COPPER PIPE SHALL BE PLACED AT LEAST EVERY 8 < O z PART 2- BASIC MATERIALS AND METHODS � � J CIDFEET, EXCEPT PIPES 3/4 INCH AND SMALLER SHALL HAVE HANGERS _j 2.1 GENERAL AT 6 FOOT INTERVALS. ' U � J A. THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL D. HANGERS IN DIRECT CONTACT WITH COPPER PIPING SYSTEMS SHALL = (D W AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS APPLY BE COPPER PLATED. TO THE WORK SPECIFIED IN THIS SECTION. Jz U 2.2 TESTS AND ADJUSTMENTS 2.4 PIPE FITTINGS AND JOINTS Q � J Q A. PIPE MATERIALS: W A. THE CONTRACTOR SHALL FURNISH LABOR, INSTRUMENTS, EQUIPMENT, �n AND MATERIALS REQUIRED TO PERFORM TESTS PRESCRIBED IN THE TYPE DESIGNATION V J LL SECTIONS DESCRIBING THE VARIOUS SYSTEMS. U - PVC DRAINAGE PIPE, DWV SCHEDULE 40 B LLB B. REPLACE OR REPAIR DEFECTS FOUND DURING INSPECTION OR TESTS - CPVC-ASTM F441/F441 M, SCHEDULE 40 C � WITH NEW MATERIALS. CAULKING OF SCREWED JOINTS, CRACKS, OR U) HOLES IS NOT ACCEPTABLE. CORRECT LEAKS IN SCREWED FITTINGS O 6 BY REMAKING JOINTS. REPEAT TESTS AFTER DEFECTS HAVE BEEN B. FITTING MATERIALS: U ^^ ELIMINATED. I..L J TYPE DESIGNATION SALAS O'BRIEN r C. WHERE REASONABLE DOUBT EXISTS AS TO A SYSTEMS ABILITY TO I expect a difference I d COMPLY WITH CONTRACT REQUIREMENTS, PERFORM ANY REASONABLE - PVC DRAINAGE FITTINGS, DWV SCHEDULE 40, TEST REQUIRED BY THE ARCHITECT. SOLVENT SOCKET II Orla Quadrangle Boulevard,suite 100 a Orlando,FL 32817 0 - CPVC SOCKET FITTINGS ASTM F438 FOR SCHEDULE 40 III (407)380-0400 N LU D. USE TEST INSTRUMENTS TESTED FOR ACCURACY BY AN APPROVED CERT.OF AUTH.NO.6106 LABORATORY OR BY THE INSTRUMENT MANUFACTURER AND FURNISH CERTIFICATES SHOWING DEGREE OF ACCURACY TO THE ARCHITECT ❑ GARYA.WILKERSON,P.E.43167 0 ■ KYLE J.CARTIER,P.E.53269 WHEN REQUESTED. MAKE CALIBRATION HISTORIES FOR EACH ❑ JEFFA.KIRKMAN,P.E.65629 INSTRUMENT AVAILABLE FOR EXAMINATION. L ❑ ADAM S.Al LEVINE,P.E.77010 21-00570 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PE ON DATE o INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE HAP-9 1 0 wSHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E U E 3: co T a y N 0 U 4/7/2021 2:47:57 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 11 m � MECHANICAL LEGEND GENERAL NOTES: HVAC ABBREVIATIONS o w SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION It GENERAL 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED El INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS. AC ALTERNATING CURRENT,AIR COMPRESSOR ID INNER DIAMETER z CS-A SS/12X6 MARK-TYPE OR(INxIN) 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. AF AIRFOIL IN INCHES 0 OR AIR DEVICE TAG 100 CFM 100 CFM AIRFLOW (CFM ) AFF ABOVE FINISHED FLOOR IN.W.G. INCHES OF WATER-GAUGE 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL ACCESS DOORS, BALANCING AFMS AIRFLOW MONITORING STATION IPS IRON PIPE SIZE UC UNDER CUT DOOR DAMPERS, FIRE DAMPERS, DUCT AND PIPE OFFSETS, ETC. WHETHER SOME ARE AH AIR HANDLER KEF KITCHEN EXHAUST FAN U) 100 AIR FLOW AMOUNT(CFM) SHOWN OR NOT. AHU AIR HANDLING UNIT KSF KITCHEN SUPPLY FAN z AMP AMPERE KW KILOWATT 0 10 OR D1 REFERENCE NOTE 4. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH EQUIPMENT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE L LENGTH zz ❑ MANUFACTURER'S INSTALLATION AND CLEARANCE REQUIREMENTS. AS AIR SEPARATOR LAT LEAVING AIR TEMPERATURE X DETAIL NUMBER ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING LBS POUNDS P:_ 5. THE CONTRACTOR SHALL VERIFY INSTALLATION CLEARANCES WILL BE AND AIR CONDITIONING ENGINEERS LF LINEAR FEET z X-X SHEET DETAIL APPEARS MAINTAINED AND DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS LV LOUVER cU) w PRIOR TO THE ACQUISITION OF EQUIPMENT. A/V AUDIBLE/VISUAL LVG LEAVING w 0 TYPE OF EQUIPMENT AWG AMERICAN WIRE GAUGE LWT LEAVING WATER TEMPERATURE X EQUIPMENT NUMBER 6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE SYSTEMS B BOILER MAX MAXIMUM 0 AND NO EXTRAS WILL BE ALLOWED FOR ADDITIONAL FITTINGS OR OFFSETS. BDD BACKDRAFT DAMPER MBH THOUSAND BTU PER HOUR ? BHP BRAKE HORSEPOWER MCA MAXIMUM CURRENT AMPACITY 0 X SECTION NUMBER 7. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF THE DIFFERENT BLDG BUILDING MIN MINIMUM m X-X SHEET SECTION APPEARS TRADES SO THAT INTERFERENCE BETWEEN PIPING, EQUIPMENT, STRUCTURAL, BMS BUILDING MANAGEMENT SYSTEM MOCP MAXIMUM OVERCURRENT PROTECTION ■ AND ELECTRICAL WORK WILL BE AVOIDED.ALL NECESSARY OFFSETS IN BTU BRITISH THERMAL UNITS MSS MANUFACTURERS STANDARDIZATION SOCIETY DUCTWORK AND FITTINGS REQUIRED TO INSTALL THE WORK PROPERLY SHALL CAC COMPUTER ROOM AIR CONDITIONER MVD MANUAL VOLUME DAMPER Z ® POINT OF DISCONNECTION BE PROVIDED COMPLETE IN PLACE AT NO ADDITIONAL COST TO THE OWNER. CENT CENTRIFUGAL N NORTH CFM CUBIC FEET PER MINUTE N/A NOT APPLICABLE/NONE ASSOCIATED/NONE AVAILABLE 8. ALL RFI'S SUBMITTED BY THE CONTRACTOR SHALL INCLUDE A PROPOSED CH CHILLER NC NOISE CRITERIA OR NORMALLY CLOSED ® POINT OF CONNECTION SOLUTION. CHWR CHILLED WATER RETURN NFPA NATIONAL FIRE PROTECTION ASSOCIATION d CHWS CHILLED WATER SUPPLY NIC NOT IN CONTRACT w 9. ALL DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE THE INTERNAL CO CLEAN OUT NO NUMBER OR NORMALLY OPEN SYMBOL DESCRIPTION CLEAR DIMENSIONS. CT COOLING TOWER OR COMPRESSION TANK NTS NOT TO SCALE HVAC CU CONDENSING UNIT OA OUTSIDE AIR Q 10. INSULATE ALL LOUVER PLENUMS AND BLANK-OFFS TO PREVENT D DEPTH OAI OUTSIDE AIR INTAKE z z 24x12 RECTANGULAR DUCT, FIRST FIGURE IS CONDENSATION. DB DRY BULB OD OUTSIDE DIAMETER w > - U) - O z U) DIMENSION OF SIDE SHOWN (IN INCHES) DC DRY COOLER, DIRECT CURRENT OZ OUNCE w 11. ALL NEW SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED DDC DIRECT DIGITAL CONTROLS P PUMP w FLAT OVAL DUCT, FIRST FIGURE IS w d 24x120 DEG F DEGREES FAHRENHEIT PH PHASE DIMENSION OF SIDE SHOWN (IN INCHES) STEEL, EXTERNALLY INSULATED WITH 2.2 INCH THICK, 3/4 POUND DENSITY o 0 w (0 CINI FIBERGLASS DUCTWRAP WITH VAPOR BARRIER. INSTALLED R VALUE SHALL BE A DG DOOR GRILLE PPH POUNDS PER HOUR z z o No � MINIMUM OF 6.0. SEAL ALL JOINTS AND SEAMS WITH GLASS FABRIC AND MASTIC DH DUCT HEATER PPM PARTS PER MILLION zz m o r- Ow 240 ROUND DUCT, DIAMETER SHOWN (IN INCHES) w MEETING UL 181. DIA DIAMETER PROP PROPELLER J CO z O N w o o w DWV DRAIN, WASTE, VENT PRV PRESSURE REDUCING VALVE, PRESSURE Q QQ O O L SUPPLY DUCT RISER 12. NOT USED. E EXISTING REGULATING VALVE, OR POWER ROOF VENTILATOR 0 Q d d 0 U) EA EXHAUST AIR OR EACH PSI POUNDS PER SQUARE INCH -ABSOLUTE RETURN DUCT RISER 13. ALL NEW EXHAUST DUCTWORK SHALL BE GALVANIZED STEEL. EAT ENTERING AIR TEMPERATURE PSIG POUNDS PER SQUARE INCH -GAUGE EFF EFFICIENCY PVC POLYVINYL CHLORIDE EXHAUST DUCT RISER 14. MAXIMUM LENGTH OF FLEX DUCTWORK SHALL BE 7 FEET, UNLESS OTHERWISE EWT ENTERING WATER TEMPERATURE QTY QUANTITY \}' SUPPLY DUCT DOWN SHOWN. EDH ELECTRIC DUCT HEATER RA RETURN AIR ` EER ENERGY EFFICIENCY RATIO RF RETURN FAN RETURN DUCT DOWN 15. ALL RESTROOM MAKE-UP AIR SHALL BE BY WAY OF DOOR UNDERCUTS OR EF EXHAUST FAN RH RELATIVE HUMIDITY TRANSFER DUCTS WITH GASKETED BACK DRAFT DAMPERS. ENT ENTERING RLA RUNNING LOAD AMPS X EXHAUST DUCT DOWN ERU ENERGY RECOVERY UNIT RM ROOM 16. PUMP AIR HANDLING UNIT CONDENSATE INDIVIDUALLY OVERHEAD TO EXISTING ESP EXTERNAL STATIC PRESSURE RPM REVOLUTIONS PER MINUTE DUCT CONTINUES TERMINATION POINT. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL. ETC ET CETERA RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER EXT EXTERNAL RTU ROOFTOP UNIT MVD MANUAL VOLUME DAMPER 17. NOT USED. FA FIRE ALARM SA SUPPLY AIR BDD BACKDRAFT DAMPER FBC FLORIDA BUILDING CODE SD SMOKE DAMPER, SMOKE DETECTOR 18. REFRIGERANT PIPING SIZING AND ROUTING DESIGN SHALL BE THE FCO FLOOR CLEAN OUT SEER SEASONAL ENERGY EFFICIENCY RATIO M MOTORIZED DAMPER RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL TAKE INTO FCU FAN COIL UNIT SF SQUARE FEET OR SUPPLY FAN FD 00 FIRE DAMPER (HORIZONTAL) ACCOUNT LENGTH OF RUN, ELEVATION CHANGES,AND FIELD CONDITIONS. FD FIRE DAMPER, FLOOR DRAIN SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR SHALL SUBMIT CALCULATIONS IN ACCORDANCE WITH THE FLA FULL LOAD AMPS CONTRACTORS NATIONAL ASSOCIATION FD FIRE DAMPER (VERTICAL) RECOMMENDATIONS OF THE MANUFACTURER. FPB FAN POWERED BOX SP STATIC PRESSURE BIDE CA NO.: 00005898 SD SMOKE DAMPER(HORIZONTAL) FPM FEET PER MINUTE SO SQUARE BPA&ID CA NO.: AAC002023 19. NOT USED. FPS FEET PER SECOND STD STANDARD SD SMOKE DAMPER (VERTICAL) FT FEET T TANK OR THERMOSTAT 20. ALL TEMPERATURE SENSORS/CONTROLS SHALL BE LOCATED TO ALLOW THE FT-H20 FEET OF WATER TYP TYPICAL F/SD COMBINATION FIRE/SMOKE DAMPER(HORIZONTAL) PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR AND MOUNTED 54"AFF. F/SD COMBINATION FIRE/SMOKE DAMPER (VERTICAL) WHERE ONLY FORWARD APPROACH IS POSSIBLE, SENSORS/CONTROLS SHALL GA GAGE OR GAUGE UH UNIT HEATER BE MOUNTED 48"AFF. GAL GALLONS UL UNDERWRITERS LABORATORIES SD DUCT-MOUNTED SMOKE DETECTOR GPD GALLONS PER DAY UNO UNLESS OTHERWISE NOTED GPH GALLONS PER HOUR V VOLTAGE DUCT ACCESS DOOR-TOP 21. THE CONTRACTOR SHALL PERFORM A COMPLETE CERTIFIED TEST AND BALANCE GPM GALLONS PER MINUTE VA VOLT AMPERE OF EACH MECHANICAL SYSTEM IN ACCORDANCE WITH A NATIONAL STANDARD. H HEIGHT, HEATER, OR HUMIDIFIER VAV VARIABLE AIR VOLUME L DUCT ACCESS DOOR- BOTTOM SEE SPECIFICATIONS FOR DETAILS AND PROVIDE THREE (3)WRITTEN COPIES OF HB HOSE BIBB VFD VARIABLE FREQUENCY DRIVE DUCT ACCESS DOOR-SIDE THE COMPLETED TEST AND BALANCE REPORT TO THE OWNER FOR REVIEW. HD HUB DRAIN W WATT OR WIDTH a HOA HAND-OFF-AUTOMATIC WB WET BULB O w 22. THE CONTRACTOR IS RESPONSIBLE TO REPAIR, AT HIS COST,ANY DAMAGED U) HP HORSEPOWER OR HEAT PUMP WWF WELDED WIRE FABRIC �1 DUCT RISE OR DROP IN DIRECTION OF FLOW ITEMS DUE TO WORK PERFORMED. HR HOUR YR YEAR 651 WEST WARREN HVAC HEATING, VENTILATING, AND AIR CONDITIONING AVENUE, STE 200 SQUARE TO ROUND DUCT TRANSITION 23. DUCTWORK, PIPING,AND EQUIPMENT LOCATIONS SHOWN ARE SCHEMATIC. HX HEAT EXCHANGER LONGWOOD, FLORIDA 32750 PRIOR TO EXCAVATION, LAYOUT AND CONSTRUCTION OF THE MECHANICAL HZ HERTZ SYSTEMS, THE CONTRACTOR SHALL SUBMIT LAYOUT AND FABRICATION SHOP T 407.331LINE. TERMINAL UNIT DRAWINGS FOR APPROVAL. CONTRACTOR SHALL NOT COMMENCE WORK WWW.BAEONINE.COM WITHOUT APPROVED SHOP DRAWINGS ON THE CONSTRUCTION SITE. CROSS HATCHED AREA= MINIMUM CLEARANCE FOR HEATER ACCESS. MAINTAIN CLEARANCE. SINGLE LINE DUCTWORK OUTDOOR AIR CALCULATIONS BELL MOUTH TAP W/MVD HVAC DESIGN DATA MARK AREA PEOPLE Ra Rp Vbz Ez Vot SCHEDULED MVD HAS REMOTE CONTROL IN RIGID CEILING LOCATION PORT ST. LUCIE, FLORIDA Voz=Vbz/Ez=Vot OA CFM CLIMATE ZONE 2A AHU-1 1179 18 70 90 160 .8 200 200 OUTDOOR AIR SUMMER WINTER BUILDING CONSTRUCTION AHU-2 512 12 30 60 90 .8 112 170 J FLEXIBLE DUCT DESIGN DB WB DB WALL R-VALUE - AHU-3 1417 11 85 55 140 .8 1 175 175 U Q Q CONDITIONS (DEG (DEG F) (DEG ROOF R-VALUE .06 NOTES U SUPPLY OUTLET(SEE AIR DEVICE SCHEDULE) F) F) WINDOW GLAZING .076 1. THE REQUIRED OUTSIDE AIR FOR EACH SYSTEM WAS CALCULATED USING THE GUIDELINES SET r , 'r.- z RETURN INLET(SEE AIR DEVICE SCHEDULE) 95 78 36 WINDOW U-FACTOR 1.0 FORTH IN THE FLORIDA BUILDING CODE. THE APPROPRIATE PEOPLE OUTDOOR AIR RATE (Rp)AND V INDOOR AIR SUMMER WINTER THE AREA OUTDOOR AIR RATES (Ra)WERE SELECTED BASED ON THE OCCUPANCY CATEGORY FOR _ EXHAUST INLET(SEE AIR DEVICE SCHEDULE) DESIGN DB RELATIVE DB WINDOW SHGC 73 EACH SPACE. THE BREATHING ZONE OUTSIDE AIRFLOW (Vbz)WAS CALCULATED FOR EACH SPACE W U CONDITIONS (DEG HUMIDITY (DEG USING THESE NUMBERS AND THE SPACE OCCUPANCY AND SQUARE FOOTAGE. THE SUM OF ALL OF Q O W LINEAR DIFFUSER o THE SPACE AND BREATHING ZONE OUTSIDE AIRFLOWS WAS TOTALED AND CORRECTED USING THE J' F) F) APPROPRIATE SYSTEM VENTILATION EFFICIENCY(Ez). 1..` ELBOW W/TURNING VANES ALL UNITS 75 50% 72 NOTES U W THIS IS AN EXISTING BUILDING AND THE VALUES LISTED ARE ESTIMATES W = W 0 ROTATING BEACON LIGHT BASED ON THE EXISTING CONSTRUCTION AND HAVE NOT BEEN FIELD BUILDING PRESSURIZATION CALCULATIONS ~ VERIFIED. CARBON MONOXIDE SENSOR MARK AIRFLOW CONTROL INTERMITTENT = U z co OABBREVIATIONS (CFM) BLDG _j Q EXHAUST /1 cot CARBON DIOXIDE SENSOR ci = CONTINUOUS INSULATION (CFM) LS= LINEAR SYSTEM No NITROGEN OXIDE SENSOR Z EF-1 125 WALL SWITCH -125 W W SMOKE DETECTOR A/V ANNUNCIATOR EF-2 70 LIGHTING CIR. -70 /1 LI J HUMIDISTAT EF-3 70 LIGHTING CIR. -70 �/1 0 0 EF-4 70 LIGHTING CIR. -70 0 REFRIGERANT SENSOR EF-5 70 LIGHTING CIR. -70 Q Z SD DUCT SMOKE DETECTOR TOTAL INTERMITTENT EXHAUST -405 CFM (� 0 TOTAL BLDG OUTSIDE AIR INTAKE (AHU-1, 2, &3) +545 CFM THERMOSTAT BLDG PRESSURIZATION W/ALL INTERMITTENT EXHAUST ON +140 CFM U O LZ LL OS TEMPERATURE SENSOR Q (D SALAS O'BRIEN J J NOTES I expect a difference I r 0 1. THIS IS A GENERAL COMPILATION OF SYMBOLS AND NOT ALL SYMBOLS 3501 Quadrangle Boulevard,Suite 100 ro SHOWN MAY BE USED ON THE CONTRACT DRAWINGS. Orlando,FL32817 2. SCREENED SYMBOLS OR TEXT(EXAMPLE: AHU) INDICATE EXISTING (407)Sao-oaoo a EQUIPMENT OR CONDITIONS. CERT.OF AUTH.NO.6106 g N 3. SCREENED AND DASHED AND LINES INDICATE LINES HIDDEN IN VIEW. W ❑ GARY A.WILKERSON,P.E.43167 0 ■ KYLE J.CARTIER,P.E.53269 ❑ JEFF A.KIRKMAN,P.E.65629 0 ❑ ADAM S.LEVINE,P.E.77010 N 21-00570 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PE ON DATE INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. s AM-001 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE Hm SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E Digitally signed by Kyle J T N Cartier 12 Kyle J Car+ierDate: 2022.01.18 N 11:29:36-05'00' ° 4/7/2021 1:37:13 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 C9 m � O U w El O H U H U) Z O U Z ❑ O � J � Q U Z U) W Wcc ❑ C9 Z_ m ■ U' Z H H W W d Q ❑ O Q z Z Ww > — w — Ozw J W W C9 � Z p O W' O 0 1 2 3 co zo v Y o o JQ � U , CN Cw ' w 07 cU) o a a o REFERENCE NOTES - DEMOLITION o o ❑ ❑ ❑ ❑ o 0 0 D1 PERFORM A TEST A BALANCE OF THE EXISTING SPLIT SYSTEM PRIOR TO THE START OF CONSTRUCTION. PRE-TEST AND BALANCE SHALL INCLUDE MEASURING AND RECORDING THE TOTAL AIRFLOW, OUTSIDE AIRFLOW, AND ENTERING AND LEAVING DRY AND WET BULB TEMPERATURES ACROSS ALL HEAT TRANSFER COILS AT FULL LOAD. PROVIDE RESULTS FOR REVIEW. REMOVE EXISTING ABOVE CEILING AIR HANDLING UNIT f AND RELOCATE TO NEW LOCATION IN MECHANICAL ROOM. REFER TO NEW FLOOR PLAN FOR LOCATION. D2 REMOVE EXISTING DUCT MOUNTED SMOKE DETECTOR. 4 EXISTING CONDENSING UNIT TO REMAIN AND BE REUSED. D4 REMOVE EXISTING OUTSIDE AIR DUCTWORK FROM ABOVE CEILING AIR HANDLING UNIT BACK TO POINT OF DISCONNECTION. BIDE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 D D5 REMOVE EXISTING CEILING MOUNTED EXHAUST FAN. REMOVE EXISTING ABOVE CEILING EXHAUST DUCTWORK AS NEEDED TO LU <� FACILITATE EXHAUST FAN REMOVAL BUT RETAIN AS MUCH OF THE EXISTING EXHAUST DUCTWORK AS POSSIBLE FOR REUSE. REMOVE EXISTING WALL MOUNTED THERMOSTAT AND RELOCATE TO NEW LOCATION SHOWN ON NEW FLOOR PLAN. REMOVE EXISTING SMOKE DETECTOR TEST STATION ADJACENT TO THE WALL MOUNTED THERMOSTAT AND fit\ I1+H jw RELOCATE TO NEW LOCATION SHOWN ON NEW FLOOR PLAN. I 07 EXISTING ABOVE CEILING REFRIGERANT PIPING TO BE REUSED \ 14+1*1#i H41�' � 1 AS MUCH AS POSSIBLE. REMOVE REFRIGERANT PIPING AT I � \ EACH ABOVE CEILING AIR HANDLING UNIT AS NEEDED TO 'Sy.j� \44I I I �` FACILITATE RELOCATION OF THE AIR HANDLING UNIT TO THE 651 WEST WARREN MECHANICAL ROOM. AVENUE, STE 200 i LONGWOOD, FLORIDA 32750 ' I I _ D8 REMOVE EXISTING CEILING SUPPLY AIR DEVICE AND T 407.331.6116 ii I I �, O WWW.BAEONLINE.COM L ADJACENT SUITE. SEAL OPENING IN EXISTING BRANCH OR MAIN /6y \ / � � � =* � DUCT AIR TIGHT AND REINSULATE TO MATCH EXISTING. REPAIR / * PENETRATION IN WALL AND SEAL AIR TIGHT. — REF D5 AX1 CONTRACTOR TO REPLACE EXISTING EXHAUST AIR DUCT AND .I}}� / REUSE EXISTING TERMINATION POINT. REFERNCE NEW FLOOR PLANS - MECHANICAL. D1 D2 AHU r— — — IL�I L�\ 1 � AHU-2 U)) $— ( O 1+0-H Hy/. C) IL4 AHU D1 D2 Q .) 2 D4 OAll = ---------(- --- �` --------------- - J ili-FT� i HP W R T_u (T) D6> m I — 11 1 AHU-1 AHU _ v ' ' '^ ' D1 D 31 W���T /{�j HP � � W Q \A+1I+I V) J il0 D4m1x` N�`� EF D5 \, X3 ( D7 (TYP 3) IL cni� Q o — AH U63 T L�I / � --- � I EF 0 0 Q n N X2 N F � Q U L SALAS O'BRIEN J ° J _ I expect a difference I co t a° 3501 Quadrangle Boulevard,Suite 100 m L / Orlando,FL 32817 m ❑ (407)380-0400 0 CERT.OF AUTH.NO.6106 c N a w ❑ GARY A.WILKERSON,P.E.43167 0 ■ KYLE J.CARTIER,P.E.53269Lo ❑ JEFF A.KIRKMAN,P.E.65629 0 1 10 DEMOLITION FLOOR PLAN - MECHANICAL ❑ ADAMS.LEVINE,P.E.�21--00570 N O THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PE ON DATE M-10 INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. AM-1 /GRAPHIC SCALE �PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE HO ISHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E Digitally signed by Kyle J T N Cartier 0' 4' 8' 16' Kyle J CartierDate: 2022.01.18 N 11:31:20-05'00' 4/7/2021 1:37:17 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 11 m � O U w El O H U H U) z O U REFERENCE NOTES - ENLARGED PLAN o ❑ 1 RELOCATE EXISTING AHU TO MECHANICAL ROOM AND CONVERT TO REFERENCE NOTES - NEW FLOOR PLAN Q VERTICAL CONFIGURATION. SERVICE EXISTING SPLIT SYSTEM. SERVICE 1❑RELOCATE EXISTING THERMOSTAT FOR AHU TO LOCATION z SHALL INCLUDE CLEANING OF THE EVAPORATOR AND CONDENSER INDICATED AND PROVIDE NEW CONTROL WIRING CONNECTED U COILS, CHECKING AND FILLING OF THE REFRIGERANT CHARGE, TO AHU CONTROL PANEL. DO NOT SPLICE CONTROL WIRE. w ❑ CLEANING OF THE DRAIN PAN, FLUSHING OF THE CONDENSATE PIPING, CHECKING AND LUBRICATING OF FAN BEARINGS, AND REPLACEMENT OF ❑2 PROVIDE 2-POSITION MOTORIZED DAMPER AND MANUAL O THE AIR HANDLING UNIT AIR FILTER. BALANCING DAMPER IN SECTION OF OUTSIDE AIR DUCT IN z ACCESSIBLE LOCATIONS ABOVE CEILING. CONNECT TO ❑2 PROVIDE 4 INCH TALL HOUSEKEEPING PAD WITH 6 INCH BORDER ALL RETURN AIR MAIN DUCT DOWNSTREAM OF ALL RETURN AIR m AROUND EACH AIR HANDLING UNIT. BRANCH CONNECTION. INTERLOCK MOTORIZED DAMPER ■ WITH CONDENSING UNIT COMPRESSOR TO OPEN WHEN 3 PROVIDE FLOOR MOUNTED CONDENSATE PUMP. PUMP CONDENSATE COMPRESSOR STARTS AND CLOSES WHEN COMPRESSOR O HIGH OVERHEAD IN MECHANICAL ROOM AND ROUTE TO EXISTING STOPS. z CONDENSATE PIPING PENETRATION THROUGH EXTERIOR WALL. H EXISTING CONDENSATE PIPING DISCHARGES TO GRADE. INSTALL PUMP ❑3 MANUFACTURER'S THERMOSTAT FOR VARIABLE AIR VOLUME AS TO NOT CONFLICT WITH ANY ELECTRICAL PANEL REQUIRED (VAV) DIFFUSER. CONNECT TO VAV DIFFUSER IN 'MASTER' w CLEARANCES, AS TO NOT CREATE A TRIPPING HAZARD, AND AS TO NOT CONFIGURATION WITH MANUFACTURER PROVIDED CONTROL LLI a BLOCK UNIT ACCESS OR MAINTENANCE. WIRE. Q ❑ 0 ® ROUTE REFRIGERANT PIPING HIGH IN CEILING CAVITY ABOVE ®VAV DIFFUSER POWER SUPPLY UNIT LOCATED ABOVE DUCTWORK AND LIGHTING FROM MECHANICAL ROOM TO EXTERIOR CEILING. p GRADE MOUNTED CONDENSING UNIT. RE-USE EXISTING REFRIGERANT z z PIPING AS MUCH AS POSSIBLE. SUPPORT ALL REFRIGERANT PIPING CEILING MOUNTED EXHAUST FAN CONTROLLED BY LOCAL 0� w > - U) - O z w EVERY 8 FEET AND AT EVERY CHANGE IN DIRECTION. LIGHTING CIRCUIT. GROUP EXHAUST DUCT TOGETHER WITH w OTHERS IN PROXIMITY AND ROUTE THROUGH EXISTING ILL! d ❑5 INSTALL RETURN AIR RISER AS TO NOT CONFLICT WITH ANY ELECTRICAL EXTERIOR WALL PENETRATION. REPLACE EXISTING WALL CAP C9 PANEL REQUIRED CLEARANCES. 2 3 WITH SIMILAR. PAINT TO MATCH EXTERIOR WALL COLOR. } o `�' O w ©EXHAUST FAN EF-1 SERVING THE IT ROOM. CONTROL co z O U Y 04 a .4o EXHAUST FAN FROM WALL SWITCH. GROUP EXHAUST DUCT Q Q U O O O N o w O O 0 ❑ ❑ ❑ ❑ a TOGETHER WITH OTHERS IN PROXIMITY AND ROUTE U � l Q 0) THROUGH EXISTING EXTERIOR WALL PENETRATION. REPLACE co 0 O_ ❑ EXISTING WALL CAP WITH SIMILAR. PAINT TO MATCH EXTERIOR WALL COLOR. MAKE-UP AIR FOR EXHAUST FAN EF-1 SHALL BE THROUGH LOUVERED DOOR. AHU 1 2 3 4 5 1 14"x14" CS-D ❑7 RETURN AIR GRILLE CR-A. BALANCE TO 1105 CFM. 25 CFM -� ®RETURN AIR GRILLE CR-A. BALANCE TO 1060 CFM. 24"x 12" 20"x 12" �I ORETURN AIR GRILLE CR-A. BALANCE TO 775 CFM. - C �R - �� \X I 10 CEILING MOUNTED CR-A SERVING AS TRANSFER AIR DEVICE. � -- R �C- -�' AHU EF CEILING MOUNTED CR-B SERVING AS TRANSFER AIR DEVICE. F-- -I 1 2 3 4 ❑5 13 6 �'' I 3 1 CS-A 12 EXISTING CONDENSING TO BE REUSED. CONTRACTOR TO I '� JJJ I�-__j 140 CFM EXTEND REFRIGERANT CIRCUIT PIPING TO RELOCATED AIR 14"x14"� I I IT EF HANDLING UNIT AS REQUIRED. REUSE AND RESEAL EXISTING �118"xlZ' $ 123 2 O CS-A WALL PENETRATION AND EXISTING EXTERIOR PIPING C co COPY ROOM 2 140 CFM SHROUD TO MATCH BUILDING COLOR. BIDE CA NO.: 0 8 ii 2 BPA&ID CA NO.: AAC00AC002023 R OFFICE 3 OFFICE 13 18"x12" -� uo- AM-102 13 CONTRACTOR TO REUSE EXISTING EXHAUST AIR ELECTRICAL PANELS 125 124 DISPENSARY TERMINATION POINT. REPLACE WALL CAP WITH NEW AND UA RR#2 115 PROVIDE WITH INTEGRAL BACKDRAFT DAMPER. PAINT TO 20 x12" /r, � � 122 CS-B MATCH EXTERIOR WALL FINISHES. ❑a 25 CFM AHU 1 2 3 4 5 � 10 14"x10" � f I _ � ❑ � ❑ ❑ , 2 � CS-B � CS-A ± -� -� 8"x10" 25 CFM 0 2 ENLARGED MECHANICAL ROOM 116 PLAN 175 CFM X CS-A 14"x10" 60 CFM CR-A PRIV. RM M-10 1/4"- 1'-01, LOBBY CS' -A ❑j CS-B J UCH 780 CFM .0 112 127 60 CFM 6 25 CFM � 45 10 10 CS-A `° ® ® PRIV. RM 3 300 CFM LL� - 113 6AVENUE, S TE 2 ON CS-A 51 WEST.331.61❑T AHU-1 250 CFM CS-B LONGWOOD, FLORIDA 32750 CS-C W 200 CFM 10 50 CFM 7 WW.BAEONLINE.COM T 12"x12" 24"x12" MECH TYP. 3 20"xl2" 11 ) OFFICE 4 10"x10" (lli i ' i 116 PRIV. RM STAFF RR 14"x10' 118 117 N CS-A o 10 114 EF o 2 M x 200 CFM II�I LOBBY 5 10 00 Fi CS-A 111 5 = U ❑7 CS-A o 65 CFM ❑AHU-3 CLIN. SUP. GROUP 10 ® M 60 CFM ri 110 CS-A CS-B 126 60 CFM + 25 CFM CS-A OF E 5 8"0 CS-A CS-C �0 - 9 0 60 CFM 10 1 9 CO 60 CFM 200 CFM 10 OFFI ETfl U 4 10 I 11 o o HP 1 0 2 r --oX CS-A CS-A X U 10 50 CFM CORR. 190CFIM -- --- — 8"O- 131 Q 'ICE. � U O MD OFFICE ?� o N 14"x10" f z 120 - 18"x10" X X OFFICE 7 L.L J Q b 10 108 LL 2 CLIN. DIR. 10 _ -= . _ C) 128 -10"O x 60 CFM W 0 Vw 2 ~ zU C I 60 CFM 175 CFM 10 � ii ii 18"x12" ii i I Y ' CS-A CS-A CS-A I HP zJ 185 CFM 60 CFM 50 CFM CS-A, i 1 Q J 200 CF �� CS-A 3 J 04 k 75 CFM LAB RECEPTION _-- x �. 00 - Uj 106 = Q 1 33 I, 10 UC_ 0O PAT. RR /1 BREAK 45 CS-B °0 104 �+) J LL 102 / T25 CFM ❑� EF AHU-2 3 - L.L1 Q L.L r O z ° UC_ U LL \�U ❑ ❑� 6" (TYP. 2) U EF SALAS O'BRIEN U J CS-A CS-AYCS-A 5 expect a difference � 4 0 235 CFM 350 CFM 350 CFM ❑ JANITOR 'q 3501 Quadrangle Boulevard,Suite 100 105 Orlando,FL 32817 (407)380-0400 Q GRAPHIC SCALE CERT.OF AUTH.N0.6106 c N w ❑ GARY A.WILKERSON,P.E.43167 0 ■ KYLE J.CARTIER,P.E.53269 0' 4' 8' 16' ❑ JEFF A.KIRKMAN,P.E.65629 0 ❑ ADAM S.LEVINE,P.E.77010 N 1 NEW FLOOR PLAN - MECHANICAL 21-00570 GRAPHIC SCALE THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PEON DATE INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. M-10 1/8"= 1'-0" s AM-1 I= PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H O' 2' 4' $ SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E 02 4 ID Digitally signed by Kyle J E Cartier T Kyle J CartierDate: 2022.01.18 N 11:33:26-05'00' ° 4/7/2021 1:37:18 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 0 p WHERE DUCTS ARE m p DAMPER RETURN,FOR W EXTERNALLY INSULATED 0 O PROVIDE 2"SHEET METAL U EXHAUST,AND wU SUPPLY AIR — BRANCH STANDOFF TO EXTEND DAMPER BEARING DUCT LOCKING QUADRANT TO ❑ EXTERIOR OF INSULATION z O OPEN WEB METAL NOTE: ROUND RECTANGULAR RECTANGULAR JOIST(TYPICAL) 1. L= 1/4 W (4" MINIMUM) 45 DEG TAP COLLAR D DUCT DUCT DUCT J DUCT SEALER(ALL AROUND) #10x3/4" SELF �L TAPPING CADMIUM O PLATED SHEET SUPPLY AIRFLOW / METAL SCREWS J -1 L z ❑ DIRECTION O 1.5xW 1.5xW 1.5xW + z SUPPLY, RETURN, OR EXHAUST DUCT TURNING VANES MAIN (SIZE AS NOTED ON PLANS) -SEE DETAIL LU ❑ N/ W N/ RETURN OR EXHAUST _ cc W W HANGER STRAPS AIRFLOW DIRECTION O �. 0 m ROUND 90 DEG ANGLE RECTANGULAR 90 DEG ANGLE RECTANGULAR RADIUS 90 DEG ANGLE ROUND 45 DEG ANGLE RECTANGULAR 45 DEG ANGLE EXTERNAL #10x3/4" SELF TAPPING INSULATION CADMIUM PLATED SHEET METAL SCREWS TO BE 3 TY PICAL DUCT BRANCH CONNECTION CONSTRUCTION OF 90 DEG ELBOWS CONSTRUCTION OF 45 DEG ELBOWS TIGHT AGAINST DUCT M-50 NOT TO SCALE z 1XI AND SUPPORT MEMBERS "1 11, (TYPICAL) F- MAIN w _ SLOPE NOT TO SLOPE NOT TO w a Q ❑ EXCEED 1" IN 4" EXCEED 1" IN 4" AIRFLOW DIRECTION HINGE O ------ DUCT WITH STRAP HANGERS z z_ 2� - ww > _ w _ Ozw SPLITTER DAMPER - w w � ROUND DUCT BRANCH [HANGER SIZES FOR RECTANGULAR DUCT z o o RECTANGULAR DUCT J O 00 o O N ANCHOR TO TOP � ui LL ILL MAXIMUM IDE w Q w C7 0 o w HANGER HORIZONTAL MAXIMUM 00 z 0 V Y o p 1" 1" TYPICAL RECTANGULAR TRANSITION TYPICAL RECTANGULAR TO ROUND TRANSITION DAMPER ADJUSTMENT SUPPORT MEMBER SPACING Q O O H p CORD OF JOIST U w Of Q ROD AND LOCK SCREW 30" 1"x 18 GAGE STRAP NONE REQUIRED 10'-0" 07 p a a p Ln NOTES DETAIL OF TURNING VANES TYPICAL SPLITTER DAMPER 1. NO POP RIVETS ALLOWED. 2. DUCTS SHALL BE INSULATED AS REQUIRED BY THE SPECIFICATIONS. 1/8"WIRE ROPE, 19 EXHAUST DUCT FULL STRAND STAINLESS SIZE OF UNIT SPEED STEEL CONNECTION CONTROLLER 8 TYPICAL DUCTWORK INSTALLATION DETAILS ❑ 6 METAL DUCT HUNG FROM JOISTS POWER CABLE AM-50 NOT TO SCALE CAM-501 NOT TO SCALE AIR FLOW - MOUNTING TAB METAL JOIST HOUSING SUSPENDED C CEILING — GRILLE BPE CA NO.: 00005898 0 MATERIAL BPA&ID CA NO.: AAC002023 LLj2 FAN - CEILING MOUNTED EXHAUST M-50 NOT TO SCALE PRIME AND PAINT STRAP TO MATCH JOIST COLOR 6 3 3 7 7 -i ° 2 10 ° 2 LOAD RATED FASTENER _ 1"x 22 GAGE GALV f 651 WEST WARREN 9 9 STEELSTRAP 8 4 8 4 LONGWOOD, FLORIDA 32750 --- - - T 407.331.6116 WWW.BAEONLINE.COM CEILING �' CEILING SQUARE CEILING AIR DEVICE SQUARE CEILING AIR DEVICE (ALTERNATE CONNECTION) SPIRAL DUCT MIN 4'-0"STEEL DUCT WITH EXTERNAL INSULATION AFTER 5 - HEATER ;;❑ 5 3 4 4 1 5 ROUND DUCT SUPPORT DETAIL DU VERTICAL AIR CT HEATER MOTORIZED OUTSIDE 2 2 M-50 NOT TO SCALE �� AIR DAMPER MANUAL BALANCING Q HANDLING UNIT :7DAMPER REFRIGERANT LINES TO GRADE RETURN DUCT MOUNTED CONDENSING J J UNITS U_ V CEILING CEILING MANUFACTURER'S ❑ CLEANOUT WITH CLEANOUT WITH PLENUM BOX REMOVABLE CAP REMOVABLE CAP CONDENSATE r 1 = z TO FLOOR PEDESTAL III Q RECTANGULAR SIDEWALL AIR DEVICE RECTANGULAR CEILING AIR DEVICE COIL SECTION MOUNTED i v = _ COIL SECTION CONDENSATE CONCRETE v' 1 w PUMP. PIPE DETAIL NOTES TO EXTERIOR HOUSEKEEPING PAD, GRADE. 4"THICK, 6" BORDER r/1 ALL AROUND 1. USE INSULATED FLEXIBLE DUCTWORK ONLY AS INDICATED ON THE CONTRACT DRAWINGS. EQUIPMENT W J U) 2. MAXIMUM FLEXIBLE DUCT SAG BETWEEN SUPPORTS POINTS SHALL BE 1/2" PER FOOT. L J 3. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. H = FAN INLET NEGATIVE H = 1/2 IN (MIN) Q 4. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/AIR DEVICE INSULATION AND SEAL WITH FABRIC AND MASTIC. PRESSURE (IN.W.C.)+ 1 IN L EQUIPMENT UIPMENT - DX - VERTICAL AIR HANDLER w w ( = FAN OUTLET PRESSURE Q DETAIL REFERENCE NOTES - IN.W.C.)+ 1/2 IN (MIN) 1 '` Ik J = 1/2 H M-50 NOT TO SCALE Q '^ �/ O AIR DEVICE. O INSULATED, GALVANIZED STEEL AIR DEVICE BOOT AND1 TRANSITION TO ROUND DUCT. T 0 O2 INSULATED FLEXIBLE DUCT CONTINUED TO RIGID TO CONDENSATE PUMP. U ~ O LL DUCTWORK. © INSULATED, RIGID METAL ELBOW. TO CONDENSATE PUMP. ROUTE CONDENSATE TO ROUTE CONDENSATE TO EXTERIOR GRADE. Q O3 PROVIDE FULL PERIMETER SUPPORT ON OUTSIDE OF O7 MINIMUM 1.5 TIMES THE DUCT DIAMETER. EXTERIOR GRADE. SALAS Ot BRI EN INSULATION OF ALL ROUND DUCTWORK. MINIMUM I expect a difference WIDTH OF STRAP SHALL BE 1-1/2 INCHES. ® 2 INCH BATT INSULATION OVERLAPPING EDGES OF L = H +J + PIPE DIAMETER L= H +J + PIPE DIAMETER o V1 CEILING DIFFUSERS BY 2 INCHES. 3501 Quadrangle Boulevard,Suite 100 Orlando,FL 32817 O4 ATTACH INNER LINER OF FLEXIBLE DUCT TO SHEET (407)380-0400 a METAL WITH LIQUID ADHESIVE WITH 100% COVERAGE O9 AIR DEVICE NECK SIZE TO MATCH FLEXIBLE DUCT SIZE. TYPICAL DRAW-THRU UNIT TYPICAL BLOW-THRU UNIT CERT.OF AUTH.NO.6106 0 AND HOLD IN-PLACE WITH CLAMP. SEAL THE OUTER a LINER OF THE FLEXIBLE DUCT TO THE ADJACENT 10 MAXIMUM OFFSET IS 7 DEG FROM VERTICAL NOTE Uj INSULATION WITH FABRIC AND MASTIC. 1. FILL TRAP MANUALLY ON INITIAL START-UP. ❑ GARYA.WILKERSON,P.E.43167 ■ KYLE J.CARTIER,P.E.53269 ^o ❑ JEFF A.KIRKMAN,P.E.65629 0 ❑ ADAM S.LEVINE,P.E.77010IL Al 1� N 21-00570 c 7 TYPICAL AIR DEVICE FLEXIBLE CONNECTIONS 4 CONDENSATE DRAIN P TRAP DETAIL THIS ITEM INDIGIAS AL SIGNATURE USING LY SIGNED AUTHENSEALEDTICATION BY ATION J.CARTIER,PEONDATE - - INDICATED IN DIGITAL SIGNATURE USING ASHA-1 AUTHENTICATION CODE. E PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H M-50 NOT TO SCALE M-50 NOT TO SCALE E AM-501 SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E Z a Digitally signed by Kyle J E Cartier o T Kyle J Cartier Date: 2022.01.18 N12 11:40:36-05'00' ° 4/7/2021 1:37:19 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 11 m p p O w AIR DEVICE SCHEDULE EXISTING SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE U MARK CS-A CS-B CS-C CS-D CR-A CR-B TABLE 1 MARK AHU-1 AHU-2 AHU-3 El z MANUFACTURER METAL AIRE METALAIRE___F7 METAL AIRE METAL AIRE METAL AIRE METAL AIRE CFM RANGE NECK SIZE MANUFACTURER NORDYNE NORDYNE NORDYNE O MODEL 5750 AL 5750 AL MSCVH H4004 5750 AL 5750 AL 0-100 6"0 MODEL GB5BM-T60K-C GB5BM-T49K-C GB5BM-T49K-C U UNIT FAN TYPE 100-220 8"0 TOTAL AIR FLOW (CFM) 1755 1230 1280 U) SUPPLY SUPPLY VAV SUPPLY SIDEWALL SUPPLY RETURN RETURN 221-350 10,10 FACE/NECK(INCHES) 11 n n 351=475 14"O OUTSIDE IN.W G (TOT EXT)CFM) 200 170 175 O 24x24/SEE TABLE 1 12x12/SEE TABLE 1 24x24/SEE TABLE 1 SEE PLAN 24x24/15 O 12 X12 /SEE PLAN 476 650 O DRIVE/TYPE.G. ( - - - O ❑ NOTES FINISH WHITE WHITE WHITE WHITE WHITE WHITE HP/RPM - - - �_ _, 1. FLEX AND RIGID Q MATERIAL ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM VOLTS/PH 208/1 208/1 208/1 0� z DIAMETER SIZE E: ACCESSORIES 1 1 1-4 1 1 1 COOLING MODE SHALL EQUAL AIR ❑ NOTES 1 1,2 1 1,2 1 1,2,3 1,2 1 1,2 1 1,2 DEVICE NECK SIZE TOTAL CAPACITY(MBH) 60.0 48.0 48.0 PERFORMANCE FOR THE AIRFLOW SENSIBLE CAPACITY(MBH) - - - O MAX NC LEVEL 25 25 25 25 25 25 INDICATED UNLESS ENTERING AIR TEMP(DB/WB) 77.3/64.8 78.0/65.1 78.0/65.1 ? MAX PRESSURE DROP(IN.W.G.) 0.10 0.10 0.10 0.07 0.07 0.07 NOTED OTHERWISE. LEAVING AIR TEMP (DB/WB) 57.0/57.0 57.0/57.0 57.0/57.0 0 ACCESSORIES HEATING MODE 00 1. PROVIDE SURFACE MOUNT BORDER FOR ALL AIR DEVICES LOCATED IN A HARD CEILING OR WALL TOTAL CAPACITY(MBH) _ _ _ ■ 2. PROVIDE MANUFACTURER'S 120V POWER SUPPLY. DIFFUSERS MAY BE POWERED FROM A COMMON POWER SUPPLY AS LONG AS NO DEVICE IS GREATER ENTERING AIR TEMP(DB) _ _ _ C9 THAN 25 FEET FROM THE POWER SUPPLY. LEAVING AIR TEMP (DB) 3. PROVIDE MANUFACTURER'S CONTROLLER THERMOSTAT WITH LCD DISPLAY AND TEMPERATURE SETPOINT ADJUSTMENT. 4. PROVIDE RELIEF RING. AUXILIARY ELECTRIC HEATING COIL INPUT(KW) 5.0 3.0 3.0 0� NOTES CONTROL STEPS - - - w a 1. USE NECK SIZES IN TABLE 1 (THIS SCHEDULE) IF NOT INDICATED ON PLANS. TEMP RISE (DEG F) 2. PAINT DUCT WORK(HARD OR FLEX)THAT IS VISIBLE THROUGH FRONT OF AIR DEVICE MATTE BLACK. VOLTS/PH 240/1 240/1 240/1 < ❑ 3. CONFIGURE VAV DIFFUSER FOR MASTER OPERATION IF AN INDIVIDUAL DEVICE SERVING A SINGLE INDEPENDENT SPACE. CONFIGURE DIFFUSERS IN MASTER-SLAVE CONFIGURATION ELECTRICAL >_ WITH A SINGLE THERMOSTAT SENSOR IF MULTIPLE ARE SERVING IN THE SAME SPACE O MINIMUM CIRCUIT AMPACITY 34.0 34.0 34.0 z z MAXIMUM FUSE SIZE 40.0 40.0 40.0 0� w > _ U) _ O z U) J UNIT REQUIREMENTS w OPERATING WEIGHT(LBS) - - - o o_ FAN SCHEDULE NOTES 1 1 1 z Z o CDNOTES O m w o O 1. CONTRACTOR TO INTERLOCK NEW OUTSIDE AIR DAMPER WITH ASSOCIATED OUTDOOR UNIT COMPRESSOR. w LL Q w O N o w MARK EF-1 EF-2 EF-3 EF-4 EF-5 Q O O p MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK 0 In a In MODEL SP-A200 SP-A110 SP-A110 SP-A110 SP-A110 FAN TYPE EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST AIR FLOW (CFM) 125 70 70 70 70 STATIC PRESSURE (IN.W.G.) 0.3 0.3 0.3 0.3 0.3 DRIVE/TYPE DIRECT/CENT. DIRECT/CENT. DIRECT/CENT. DIRECT/CENT. DIRECT/CENT. HP(WATTS)/RPM (24)/700 (17)/1050 (17)/1050 (17)/1050 (17)/1050 VOLTS/PHASE 115/1 115/1 115/1 115/1 115/1 UNIT REQUIREMENTS OPERATING WEIGHT (LBS) 40 25 25 25 25 EXISTING AIR-COOLED HEAT PUMP SCHEDULE MAXIMUM SONES (dB) 1.5 0.8 0.8 0.8 0.8 ACCESSORIES 1-3 1-3 1-3 1-3 1-3 MARK HP-1 HP-2 HP-3 NOTES 2 1 1 1 1 MANUFACTURER NORDYNE NORDYNE NORDYNE ACCESSORIES (PROVIDE THE FOLLOWING) MODEL NUMBER JT5BD-060K JT5BD-048K JT5BD-048K 1. GRAVITY BACK DRAFT DAMPER. COMPRESSOR 005898 2. FAN SPEED CONTROLLER. OUTDOOR DESIGN TEMPERATURE (DEG F) 95 95 95 BIDE CA NO.: 00 BPA&ID CA NO.: AAC002AC002023 3. WHITE PLASTIC GRILLE NUMBER OF STAGES 1 1 1 NUMBER OF COMPRESSORS/TYPE 1/- 1/- 1/- NOTES NOMINAL TONS 5.0 4.0 4.0 LU 1. CONTROL FAN FROM LOCAL LIGHTING OCCUPANCY CIRCUIT. CONDENSER FAN 2. CONTROL FAN FROM WALL SWITCH. NUMBER OF FANS 1 1 1 MOTOR HP - - - ELECTRICAL VOLTAGE/PHASE 240/1 240/1 240/1 MINIMUM CIRCUIT AMPACITY - - - MAXIMUM FUSE SIZE - - - EER(SEER) - - - UNIT REQUIREMENTS 651 WEST WARREN UNIT WEIGHILBS) - - - AVENUE, STE 200 NOTES 1 1 1 LONGWOOD, FLORIDA 32750 NOTES T 407.331.6116 WWW.BAEONLINE.COM 1. U Q U � W QO Q J U L.L Q I CD w U LLJ _ zU J D Q cn J w I.J.J D J I • 0 C) C/) c0 ry L a ti N O �� ° LL U R U SALAS O'BRIEN J expect a difference 0 0 3501 Quadrangle Boulevard,Suite 100 - Orlando,FL 32817 m (407)380-0400 Q r9l CERT.OF AUTH.NO.6106 9 a w ❑ GARY A.WILKERSON,P.E.43167 0 ■ KYLE J.CARTIER,P.E.53269 ❑ JEFF A.KIRKMAN,P.E.65629 0 ❑ ADAM S.LEVINE,P.E.77010 N 21-00570 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PE ON DATE INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. E s AM-601 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE Hm SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E Digitally signed by Kyle J E T Cartier 12 Kyle J CartierDate: 2022.01.18 N 11:42:38-05'00' ° 4/7/2021 1:37:20 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 ❑ C� MECHANICAL SPECIFICATIONS F. RECORD DRAWINGS 1. INSTALLATION: INSTALL TAGS WITH CORROSION RESISTANT D. REFRIGERANT PIPING 2.6 EXHAUST FANS m 0 1. CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL CHAIN. 1. COPPER PIPE:ASTM B280 TYPE ACR HARD DRAWN. 0 0 DEVIATIONS IN WORK, AS ACTUALLY INSTALLED, FROM WORK 2. SCHEDULE: a. FITTINGS: ANSI/ASME B16.22 WROUGHT COPPER. O INDICATED ON CONTRACT DOCUMENTS. • HOT WATER VALVES WHITE LETTERS ON RED A. CEILING EXHAUST FAN: U ( b. JOINTS: ANSI/ASTM B32, SOLDER GRADE 95TA OR w PART 1 -GENERAL PROVISIONS 2. WHEN WORK IS COMPLETE, THE CONTRACTOR SHALL BACKGROUND) ANSI/AWS A5.8 BCUP SILVER BRAZE. 1. CEILING MOUNTED EXHAUST FAN SHALL BE OF THE MINIMALLY PROVIDE TWO (2)COMPLETE "RECORD"SETS OF • SERVICE WATER VALVES (WHITE LETTERS ON BLACK CENTRIFUGAL DIRECT DRIVE TYPE. ❑ 1.1 GENERAL BONDS AND ONE (1)CD WITH ELECTRONIC COPIES OF THE BACKGROUND) E. PREPARATION 2. THE FAN HOUSING SHALL BE CONSTRUCTED OF STEEL. z RECORD DRAWINGS IN PORTABLE DOCUMENT FORMAT(PDF). 1. REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL PLAIN 3. THE STEEL DUCT COLLAR SHALL BE SIX INCHES IN DIAMETER O A. THE AIA DOCUMENT A201, THE GENERAL CONDITIONS OF THE THE CONTRACTOR MAY AT HIS/HER OPTION OBTAIN C. STENCILS: AND SHALL INCLUDE A BACKDRAFT DAMPER. END FERROUS PIPE. ~ CONTRACT FOR CONSTRUCTION SHALL FORM A PART OF THE ELECTRONIC COPIES OF THE BACKGROUNDS THROUGH THE 1. INSTALLATION: IDENTIFY DUCTWORK WITH STENCILED 4. THE GRILLE SHALL BE CONSTRUCTED OF NON-YELLOWING CONTRACT. A COPY OF THIS DOCUMENT MAY BE OBTAINED ENGINEER OF THE ORIGINAL CONTRACT DOCUMENTS FOR PAINTING. CLEAN SURFACES TO RECEIVE STENCIL PAINTING 2. REMOVE SCALE AND DIRT ON INSIDE AND OUTSIDE BEFORE HIGH IMPACT POLYSTYRENE AND ATTACHED TO THE FROM THE A.I.A. ALTERATION. THE CONTRACTOR SHALL PAY ALL FEES FOR AND PROVIDE 2-1/2 INCH HIGH CLEAN CUT SYMBOLS. PAINT ASSEMBLY. HOUSING WITH SCREWS. z THE DRAWING REPRODUCTION THERETO. CONTRACTOR SHALL BE SEMI-GLOSS ENAMEL WITH COLORS CONFORMING 3. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH 0 5. THE ACCESS FOR WIRING SHALL BE EXTERNAL. THE MOTOR U B. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE SHALL CERTIFY THE ACCURACY OF EACH DRAWING BY TO ASME A13.1. IDENTIFY WITH AIR HANDLING UNIT, FAN COIL FLANGES OR UNIONS. DISCONNECT SHALL BE INTERNAL AND OF THE PLUG IN TYPE. THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK ENDORSEMENT AND SIGNATURE THEREON. UPON UNIT, OR VAV BOX IDENTIFICATION NUMBER. LOCATE 4. KEEP OPEN ENDS OF PIPE FREE FROM SCALE AND DIRT. z ❑ INCLUDED IN THE CONTRACT. DO NOT SCALE THE DRAWINGS. COMPLETION OF THE RECORD DRAWINGS THE CONTRACTOR IDENTIFICATION AT UNIT, AT EACH SIDE OF PENETRATION OF PROTECT OPEN ENDS WITH TEMPORARY PLUGS OR CAPS. 6. THE MOTOR SHALL BE MOUNTED ON VIBRATION ISOLATORS. 7. THE FAN WHEEL SHALL BE OF THE FORWARD CURVED J CONSULT THE ARCHITECTURAL DRAWINGS AND DETAILS FOR SHALL DELIVER THEM TO THE ENGINEER FOR REVIEW, PRIOR STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. 5. AFTER COMPLETION, FILL, CLEAN, AND TREAT SYSTEMS. Q THE EXACT LOCATION OF STRUCTURE AND EQUIPMENT; WHERE TO FORWARDING TO OWNER. 2. SCHEDULE: CENTRIFUGAL TYPE AND SHALL BE DYNAMICALLY BALANCED. U z_ 8. FAN SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SAME ARE NOT DEFINITELY LOCATED, OBTAIN THIS INFORMATION • CONCEALED DUCTWORK LARGER THAN 12x12 COw ❑ FROM THE ARCHITECT. G. CERTIFICATION OF SYSTEMS F. INSTALLATION SOUND AND AIR PERFORMANCE AND SHALL BE UL LISTED 0 cc 1. PRIOR TO COMPLETION OF THE CONTRACT AND FINAL D. PIPE MARKERS: FLEXIBLE, VINYL FILM TAPE WITH PRESSURE 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S AND C.S.A. APPROVED. C. PERFORMANCE AND LABOR AND MATERIAL PAYMENT BONDS IN ACCEPTANCE OF THE FACILITY, THE CONTRACTOR SHALL SENSITIVE ADHESIVE BACKING AND PRINTED MARKINGS. INSTRUCTIONS. (� 0 2. ROUTE PIPING IN ORDERLY MANNER, PLUMB AND PARALLEL z THE VALUE OF 100/o OF THE CONTRACT AMOUNT MAY BE PRESENT TO THE OWNER A CERTIFICATE THAT ALL MARKERS SHALL IDENTIFY SERVICE AND FLOW DIRECTION. 2.7 TESTING AND BALANCING 0 REQUIRED FROM THE SUCCESSFUL BIDDER(S)AT THE OPTION MECHANICAL AND OTHER SYSTEMS HAVE BEEN TESTED AND 1. INSTALLATION: INSTALL PLASTIC PIPE MARKERS IN TO BUILDING STRUCTURE,AND MAINTAIN GRADIENT. o OF THE OWNER. EACH BIDDER SHALL NAME HIS SURETY THAT THE INSTALLATION AND PERFORMANCE OF THESE ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS IN 3. INSTALL PIPING TO CONSERVE BUILDING SPACE,AND NOT 0° INTERFERE WITH USE OF SPACE. A. THE MECHANICAL CONTRACTOR SHALL PROCURE THE SERVICES OF ■ COMPANY AND QUOTE SEPARATELY THE LUMP SUM COST OF SYSTEMS CONFORM TO THE REQUIREMENTS OF THE PLANS CLEAR VIEW AND ALIGN WITH AXIS OF PIPING. LOCATE AN INDEPENDENT TESTING AND BALANCING AGENCY. ALL INSTRUMENTS THE PREMIUM. AND SPECIFICATIONS. IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT 4. GROUP PIPING WHENEVER PRACTICAL AT COMMON USED SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD 0 RUNS INCLUDING RISERS AND DROPS,ADJACENT TO EACH ELEVATIONS. WORKING ORDER. TESTING AND BALANCING SHALL ONLY BE z D. ALL WORK SHALL COMPLY WITH THE APPLICABLE CODES AND H. ONE YEAR GUARANTEE PERIOD VALVE AND TEE, AT EACH SIDE OF PENETRATION OF 5. SLEEVE PIPE PASSING THROUGH PARTITIONS, WALLS,AND PERFORMED BY THE MECHANICAL CONTRACTOR IF EXPLICITLY THE RECOMMENDATIONS OF NFPA AND UL. 1. THE GUARANTEE PERIOD SHALL START UPON SUBSTANTIAL STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. FLOORS. APPROVED BY THE ENGINEER.ALL INSTRUMENTS USED SHALL BE COMPLETION OF THE PROJECT. DURING THE GUARANTEE 2. SCHEDULE: 6. SLOPE PIPING AND ARRANGE TO DRAIN AT LOW POINTS. ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. w E. THE CONTRACTOR GUARANTEES BY HIS ACCEPTANCE OF THE PERIOD, THE CONTRACTOR SHALL SERVICE ALL EQUIPMENT HOT WATER(WHITE LETTERS ON GREEN w CONTRACT THAT ALL WORK SHALL BE GUARANTEED AGAINST PROVIDED UNDER THIS CONTRACT. THIS SERVICE SHALL BE BACKGROUND) 7. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR B. THE TESTING AND BALANCING AGENCY SHALL PREPARE A WRITTEN Q ❑ DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF COORDINATED WITH THE OWNER'S REPRESENTATIVE AND SERVICE WATER(WHITE LETTERS ON BLACK CONNECTED EQUIPMENT. ONE YEAR AFTER RECEIPT OF FINAL PAYMENT. ALL WORK SHALL INCLUDE YEARLY MAINTENANCE PROCEDURES AS BACKGROUND) REPORT WHICH SHALL INCLUDE DIAGRAMS AND DESCRIPTION OF >_ DEEMED UNSATISFACTORY BY THE ENGINEER INCLUDING RECOMMENDED BY THE EQUIPMENT MANUFACTURERS. 8. PIPE SUPPORTS: PROCEDURES TOGETHER WITH ALL RECORDED TEST DATA. SUBMIT p Q DAMAGE TO EXISTING FINISHES SHALL BE CORRECTED AT NO PRIOR TO THE START OF THE GUARANTEE PERIOD, THE E. CEILING TACKS: STEEL WITH 3/4 INCH DIAMETER COLOR CODED a. INSTALL IN ACCORDANCE WITH ASTM B31.9 AND MSS THREE COPIES OF THE FINAL TEST DATA FOR APPROVAL. z I I I z COST TO THE OWNER. THE CONTRACTOR SHALL SERVICE AND CONTRACTOR SHALL PROVIDE THE OWNER WITH A HEAD. SP89. 0� w > - U) - O z 0 2 ADJUST ALL EQUIPMENT AS DIRECTED AND AS REQUIRED SCHEDULE OF REQUIRED MAINTENANCE OPERATIONS FOR 1. INSTALLATION: PROVIDE CEILING TACKS TO LOCATE AIR b. PLACE HANGERS WITHIN 12 INCHES OF EACH C. CONDUCT BALANCING AND TESTING IN ACCORDANCE WITH w DURING THE ONE-YEAR GUARANTEE PERIOD AT NO CHARGE. EACH SYSTEM AND ITEM OF EQUIPMENT. SUBMIT SCHEDULE TERMINAL UNITS AND OTHER MECHANICAL EQUIPMENT HORIZONTAL ELBOW. TECHNICAL PORTIONS OF THE ASSOCIATED AIR BALANCING COUNCIL-- 0 w NECESSARY PARTS SHALL BE PROVIDED AT NO CHARGE. TO THE ENGINEER FOR APPROVAL AND INCLUDE IN THE ABOVE T-BAR TYPE PANEL CEILINGS. LOCATE IN CORNER OF c. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR "NATIONAL STANDARD FOR FIELD MEASUREMENTS AND w Z o o APPROVED SCHEDULE IN THE OPERATION AND PANEL CLOSEST TO EQUIPMENT. COPPER PIPING. INSTRUMENTATION VOL. 2, NO. 12173"-"TOTAL SYSTEM BALANCE"- 1973 O 2 o C O F. AS A MINIMUM, ONE FIVE POUND CO2 EXTINGUISHER SHALL BE MAINTENANCE MANUAL. 2. SCHEDULE: d. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. EDITION. TEST PROCEDURES NOT IN ACCORDANCE OR NOT DESCRIBED cn z w0 U Y N o 0 PROVIDED WITH EACH WORK CREW AT ALL TIMES WHEN • HVAC EQUIPMENT(YELLOW) IN THE STANDARDS MUST BE APPROVED BY THE ENGINEER IN WRITING w Q 2 to w 0 N o w 9. PROVIDE CLEARANCE IN HANGERS AND FROM STRUCTURE � w Z) WORKING WITHIN THE BUILDING. I. CLOSEOUT SUBMITTALS • FIRE DAMPERS/SMOKE DAMPERS (RED) PRIOR TO ANY TESTING. Q O O I-_ U) AND OTHER EQUIPMENT FOR INSTALLATION OF INSULATION U w ly Q U) 1. THE PROJECT WILL NOT BE FINALIZED UNTIL THE FOLLOWING AND ACCESS TO VALVES AND FITTINGS. to 0 a a 0 G. ALL MATERIALS SHALL BE NEW, THE BEST OF THEIR RESPECTIVE ITEMS ARE RECEIVED, REVIEWED,AND APPROVED BY THE 2.3 HANGERS, SUPPORTS,AND SLEEVES 10. SLOPE PIPING AND ARRANGE SYSTEMS TO DRAIN AT LOW D. PERMANENTLY MARK THE SETTINGS OF DAMPERS, AND OTHER KINDS, SUITABLE FOR THE CONDITIONS AND DUTIES IMPOSED ON ENGINEER. POINTS. USE ECCENTRIC REDUCERS TO MAINTAIN TOP OF ADJUSTMENT DEVICES SO THAT ADJUSTMENT CAN BE RESTORED IF THEM AT THE BUILDING AND SHALL BE OF REPUTABLE • HYDROSTATIC PRESSURE TEST REPORTS A. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE PIPE LEVEL. DISTURBED AT ANY TIME. PAINT BALANCING DAMPER HANDLES LOCATED MANUFACTURERS. THE DESCRIPTION, CHARACTERISTICS,AND • TEST AND BALANCE REPORT ERECTION PROCEDURES AND SEQUENCE TO ENSURE THE ABOVE THE CEILING NEON ORANGE. REQUIREMENTS OF MATERIALS TO BE USED SHALL BE IN • OPERATION AND MAINTENANCE MANUALS SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING 11. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO ACCORDANCE WITH QUALIFYING CONDITIONS ESTABLISHED IN • RECORD DRAWINGS ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, THE SECTIONS FOLLOWING. • CERTIFICATION OF SYSTEMS ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. E. ALL FLOW RATES SHALL BE BALANCED TO WITHIN 10% OF DESIGN. TIE-DOWNS THAT MAY BE NECESSARY. 12. INSTALL VALVES WITH STEMS UPRIGHT OR HORIZONTAL, NOT H. THOROUGHLY CLEAN ALL EXPOSED SURFACES OF EQUIPMENT 1.3 PROTECTION INVERTED. F. SHOULD THE BASIC SYSTEM OR ANY OF ITS COMPONENTS FAIL TO AND MATERIAL AND LEAVE IN A NEAT, CLEAN CONDITION READY B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MEET CONTRACT REQUIREMENTS, AND THEREBY MAKE THE TESTING FOR PAINTING. RESTORE AND TOUCH-UP FACTORY FINISHES A. SPECIAL CARE SHALL BE TAKEN FOR THE PROTECTION OF PROVIDE AN ADEQUATE PIPE AND DUCTWORK SUSPENSION 2.5 AIR DISTRIBUTION AND BALANCING WORK INVALID, NOTIFY THE ENGINEER AND STOP THE WHICH WERE DAMAGED IN THE PERFORMANCE OF THE NEW EQUIPMENT FURNISHED. EQUIPMENT AND MATERIAL SHALL BE SYSTEM IN ACCORDANCE WITH RECOGNIZED ENGINEERING TESTS UNTIL SUCH TIME THAT THE FAILURE IS CORRECTED. WORK. COMPLETELY PROTECTED FROM WEATHER ELEMENTS, PRACTICES, USING STANDARD, COMMERCIALLY ACCEPTED A. THIS SECTION INCLUDES AIR SYSTEMS DUCTWORK AND PAINTING, PLASTER, ETC., UNTIL THE PROJECT IS COMPLETED. HANGERS AND SUSPENSION EQUIPMENT. THE DESIGN OF ALL ACCESSORIES. THE REQUIREMENTS OF SECTION "GENERAL G. SPECIFIC TESTING AND BALANCING PROCEDURES SHALL INCLUDE, I. LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED DAMAGE SUCH AS RUST, PAINT, SCRATCHES, ETC., SHALL BE HANGERS AND SUPPORT SHALL BE IN ACCORDANCE WITH PROVISIONS MECHANICAL" SHALL APPLY TO THE WORK BUT NOT BE LIMITED TO THE FOLLOWING: OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. EQUIPMENT REPAIRED AS REQUIRED TO RESTORE EQUIPMENT TO ORIGINAL PROVISION OF THE CURRENT ISSUE OF MSS-SP-58 DOMESTIC SPECIFIED UNDER THIS SECTION. 1. TITLE PAGE SHALL INCLUDE, BUT NOT BE LIMITED TO, VALVES, CLEANOUTS, INTEGRITY. DEVELOPED AS A STANDARD BY THE MANUFACTURER'S a. COMPANY NAME MOTORS, CONTROLLERS, DAMPERS, DRAIN POINTS, ETC. WHERE STANDARDIZATION SOCIETY. b. COMPANY ADDRESS BIDE CA NO.: 00005898 REQUIRED AND WHERE DIRECTED BY THE ARCHITECT, PROVIDE B. WHERE INSTALLATION OR CONNECTION OF EQUIPMENT B. GALVANIZED STEEL DUCTWORK(EXHAUST, OUTSIDE AIR, BPA&ID CA NO.: AAC002023 14 GAUGE STEEL ACCESS PANELS, MILCOR OR EQUAL, TO SUIT REQUIRES WORK IN AREAS PREVIOUSLY FINISHED BY OTHER C. HANGERS AND ACCESSORIES SHALL BE GRINNELL, FEE AND SUPPLY, RETURN) c. COMPANY TELEPHONE NUMBER MATERIAL IN WHICH INSTALLED. MINIMUM SIZE OF ACCESS CONTRACTORS, THE AREA SHALL BE PROTECTED AND NOT MASON, OR MODERN. 1. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION d. PROJECT NAME PANELS SHALL BE 12"X 18". ALTERED OR OTHERWISE DAMAGED DURING THE COURSE OF STANDARDS- METAL AND FLEXIBLE" BASED ON INDICATED e. PROJECT LOCATION LU THE SAID WORK. CONTRACTOR SHALL PROCURE THE SERVICES D. PIPING AND CONDUITS SHALL BE RUN PARALLEL WITH THE LINES STATIC-PRESSURE CLASS UNLESS OTHERWISE INDICATED. f. PROJECT ARCHITECT J. ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS AS SET OF THE ORIGINAL CONTRACTORS FOR THE REPAIRING AND OF THE BUILDING UNLESS OTHERWISE SHOWN OR NOTED ON 2. MATERIAL: G90 GALVANIZED STEEL COMPLYING WITH ASTM A g. PROJECT ENGINEER FORTH IN THE NATIONAL ELECTRICAL CODE AND ALL REFINISHING THE DAMAGED AREAS THEREOF. THE DRAWINGS. THE DIFFERENT SERVICE PIPES, VALVES, AND 653. h. PROJECT CONTRACTOR APPLICABLE LOCAL CODES. FITTINGS SHALL BE SO INSTALLED THAT AFTER THE COVERING IS 3. TRANSVERSE JOINTS: SELECT JOINT TYPES AND FABRICATE C. PROVIDE OFF-SITE STORAGE AND PROTECTION WHEN SITE DOES APPLIED THERE WILL NOT BE LESS THAN 1/2-INCH CLEAR SPACE i. PROJECT ALTITUDE ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION 2, INSTRUMENT LIST K. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND NOT PERMIT ON-SITE STORAGE OR PROTECTION. BETWEEN THE FINISHED COVERING AND OTHER WORK OR STANDARDS- METAL AND FLEXIBLE," FIGURE 1-4, CERTIFICATES. ADJACENT PIPING. "TRANSVERSE (GIRTH)JOINTS," FOR STATIC-PRESSURE a. INSTRUMENT D. COVER PRODUCTS SUBJECT TO DETERIORATION OR DAMAGE CLASS,APPLICABLE SEALING REQUIREMENTS, MATERIALS b. MANUFACTURER L. PROVIDE ALL TEMPERATURE CONTROL WIRING BOTH LINE AND WITH IMPERVIOUS SHEET COVERING. PROVIDE VENTILATION TO E. HANGERS SHALL BE SPACED SO AS TO PREVENT SAG AND INVOLVED, DUCT-SUPPORT INTERVALS, AND OTHER c. MODEL LOW VOLTAGE. AVOID CONDENSATION. PERMIT PROPER DRAINAGE AND SHALL NOT BE SPACED MORE PROVISIONS IN SMACNA'S "HVAC DUCT CONSTRUCTION d. SERIAL NUMBER THAN 10 FEET APART. HANGERS FOR PLASTIC PIPE SHALL BE STANDARDS- METAL AND FLEXIBLE." e. RANGE 651 WEST WARREN M. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND E. PROVIDE GUARDS FOR BELT-DRIVEN EQUIPMENT AND AT CHAINS, PROVIDED AT EACH JOINT AND PLACED AT LEAST EVERY 6 FEET. 4. LONGITUDINAL SEAMS: SELECT SEAM TYPES AND FABRICATE f. CALIBRATION DATE AVENUE, STE 200 SHALL NOTIFY SIMS WILKERSON CARTIER ENGINEERING, INC. OF GEARS, COUPLINGS, KEYS, PROJECTING SET SCREWS AND ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION LONGWOOD, FLORIDA 32750 ANY DISCREPANCIES, OMISSIONS, AND/OR ANY OTHER OTHER ROTATING OR MOVING PARTS. BELT GUARDS TO F. VERTICAL RUNS OF PIPE AND CONDUIT NOT OVER 15 FEET LONG 3. DUCTWORK STANDARDS- METAL AND FLEXIBLE," FIGURE 1-5, T 407.331.6116 CONFLICTS OR IRREGULARITIES PRIOR TO THE COMMENCEMENT ENCLOSE BOTH PULLEYS AND BELTS ON EXPOSED SIDES. SHALL BE SUPPORTED BY HANGERS PLACED NOT OVER ONE a. MAKE PITOT TUBE TRAVERSE OF MAIN DUCTS AND OBTAIN DESIGN "LONGITUDINAL SEAMS- RECTANGULAR DUCTS," FOR WWW.BAEONLINE.COM OF ANY WORK. PROVIDE COUPLING GUARDS ON DIRECT CONNECTED FOOT FROM THE ELBOWS ON THE CONNECTING HORIZONTAL AIR QUANTITY STATIC-PRESSURE CLASS, APPLICABLE SEALING EQUIPMENT. DESIGN AND MANUFACTURE GUARDS FOR EASY RUNS. REQUIREMENTS, MATERIALS INVOLVED, DUCT-SUPPORT b. TEST AND RECORD SYSTEM STATIC PRESSURES, SUCTION AND 1.2 SUBMITTALS REMOVAL FOR SERVICE AND TO COMPLY WITH UL AND OSHA DISCHARGE REQUIREMENTS. PROVIDE GUARDS SUPPLIED BY THE SAME G. VERTICAL SUPPORT: STEEL RISER CLAMP. INTERVALS, AND OTHER PROVISIONS IN N "HVAC DUCT CONSTRUCTION STANDARDS- METALAL AND FLEXIBLE." c. TEST AND ADJUST SYSTEMS FOR DESIGN SUPPLY AIR QUANTITIES A. SUBMIT FOR APPROVAL SIX(6)SETS OF SHOP DRAWINGS. SHOP MANUFACTURER OF THE SAID EQUIPMENT WHENEVER DRAWINGS SHALL BE ANNOTATED TO CLEARLY INDICATE THE AVAILABLE. H. EQUIPMENT SUPPORT-SUPPLEMENTARY STEEL 5. ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS, d. ADJUST ALL MAIN AND BRANCH DUCTS FOR SUPPLY AIR AND SET AND AND OTHER DUCT CONSTRUCTION: SELECT TYPES AND "MARK"ALL VOLUME DAMPERS EQUIPMENT INTENDED FOR USE. SHOP DRAWINGS THAT ARE 1. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED MEETING THE FABRICATE ACCORDING TO SMACNA'S"HVAC DUCT e. SEAL PITOT TUBE OPENINGS IN DUCTWORK WITH PARKER-KALON NOT ANNOTATED WILL BE REJECTED WITHOUT REVIEW. 1.4 CERTIFICATION OF SYSTEMS REQUIREMENTS OF ASTM A653. CONSTRUCTION STANDARDS- METAL AND FLEXIBLE," PLUGS, RESTORE INSULATION TO ORIGINAL CONDITION B. WELDING METHODS AND CERTIFICATES A. PRIOR TO COMPLETION OF THE CONTRACT AND FINAL I. PROVIDE COLD GALVANIZED PAINT ON ALL FIELD CUTS/WELDS OF CHAPTER 2, "FITTINGS AND OTHER CONSTRUCTION," FOR 4. AIR DEVICES ACCEPTANCE OF THE FACILITY, THE CONTRACTOR SHALL GALVANIZED STEEL SUPPORTS AND THREADED RODS. STATIC-PRESSURE CLASS, APPLICABLE SEALING a. EQUIPMENT IDENTIFICATION DUCT-SUPPORT MATERIALS INVOLVED, ' C. PRODUCT DATA PRESENT TO THE OWNER A CERTIFICATE THAT ALL MECHANICAL REQUIREMENTS, "HVAC b. DIMENSIONS INTERVALS, AND OTHER PROVISIONS IN SMACNA'S V 1. PROVIDE MANUFACTURER'S CATALOG SHEET FOR EACH AND OTHER SYSTEMS HAVE BEEN TESTED AND THAT THE J. PIPE SUPPORT-CHANNEL STRUT c. AIRFLOW (CFM) DESIGN/ACTUAL PIECE OF EQUIPMENT INDICATING DIMENSIONS,WEIGHTS, INSTALLATION AND PERFORMANCE OF THESE SYSTEMS 1. EXTERIOR PIPE/CONDUIT SUPPORTS:ALL EXTERIOR DUCT CONSTRUCTION STANDARDS- METAL AND FLEXIBLE." Q 6 CLEANING: CLEAN THE INSIDE OF DUCTWORK OF DEBRIS, 5. MECHANICAL EQUIPMENT . CAPACITIES, SPECIALTIES,ACCESSORIES, ELECTRICAL CONFORM TO THE REQUIREMENTS OF THE PLANS AND SUPPORTS SHALL BE FIBERGLASS CHANNEL STRUT WITH UV 'r.- a. EQUIPMENT IDENTIFICATION U REQUIREMENTS, AND WIRING DIAGRAMS. SPECIFICATIONS. INHIBITORS AND 304 STAINLESS STEEL HARDWARE. PIPE DIRT, AND OTHER FOREIGN MATTER BEFORE FAN IS 2. PROVIDE SUBMITTAL FOR CONTROLS, CONTROL DIAGRAMS, CLAMPS SHALL BE FIBERGLASS. STRUT SHALL BE OPERATED FOR ANY REASON. b. LOCATION Q AND SEQUENCE OF OPERATIONS. 1.5 ELECTRICAL COORDINATION STRUTTECH NON-SLIP FIBERGLASS STRUT CHANNEL SYSTEM c. MAKE, TYPE, AND MODEL NUMBER W < O U OR EQUAL. D. INSULATED FLEXIBLE DUCT: INTERLOCKING SPIRAL OF 6. EXHAUST FAN DATA: D. COORDINATION DRAWINGS A. THE EQUIPMENT INDICATED ON THE DRAWINGS HAS BEEN GALVANIZED STEEL OR ALUMINUM CONSTRUCTION OR FABRIC a. TOTAL AIR FLOW RATE IN CFM, DESIGN/ACTUAL '_ z 1. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER TWO(2) COORDINATED WITH THE ELECTRICAL SYSTEM DESIGN. IF THIS K. SLEEVES AND PLATES:ALL PIPE SLEEVES SHALL BE SUPPORTED BY HELICALLY WOUND SPRING STEEL WIRE OR FLAT b. MOTOR HP/RPM 1..` _ COMPLETE SETS OF 1/4"=V-0" COORDINATION DRAWINGS CONTRACTOR SELECTS TO USE ALTERNATE EQUIPMENT, THEY CONSTRUCTED OF SCHEDULE 40 GALVANIZED STEEL PIPES. STEEL BANDS; RATED TO 2 INCHES WG POSITIVE AND 1.5 INCHES . c. VOLTS/PHASE/HERTZ (_ U = SHOWING THE COORDINATION OF THE DIFFERENT TRADES. SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE WG NEGATIVE FOR LOW PRESSURE DUCTS AND 15 INCHES WG 7 c. COOLING COIL: I, 0 2. THE DRAWINGS SHALL INCLUDE AT A MINIMUM THE ELECTRICAL ENGINEER AND SHALL BEAR ANY ADDED EXPENSE 2.4 PIPE, FITTINGS, AND JOINTS POSITIVE OR NEGATIVE FOR MEDIUM/HIGH PRESSURE DUCTS. `J FOLLOWING: TO THE ELECTRICAL CONTRACTOR AND ENGINEER DESIGN FEES FLEXIBLE DUCT WRAPPED WITH FLEXIBLE GLASS FIBER a. ROWS/FINS PER INCH EQUIPMENT RESULTING FROM SUCH ALTERNATE SELECTION. A. GENERAL INSULATION, ENCLOSED BY SEAMLESS ALUMINUM PIGMENTED b. AIRFLOW RATE (CFM) DUCT ROUTING AND DIMENSIONS 1. WHERE MORE THAN ONE PIPING SYSTEM MATERIAL IS PLASTIC VAPOR BARRIER JACKET; MAXIMUM 0.23 K VALUE AT 75 c. HEATING AND COOLING ENTERING AIR DB/WB TEMPERATURE (DEG F), J U (n PIPE ROUTING AND DIMENSIONS (HYDRONIC, PART 2-BASIC MATERIALS AND METHODS SPECIFIED, ENSURE SYSTEM COMPONENTS ARE DEG F, MINIMUM INSTALLED R VALUE OF 6.0. DESIGN/ACTUAL AT FULL LOAD < /1 Z DOMESTIC, SERVICE, SANITARY, VENT, COMPRESSED COMPATIBLE AND JOINED TO ENSURE THE INTEGRITY OF THE d. HEATING AND COOLING LEAVING AIR DB/WB TEMPERATURE (DEG F), �JJ J O_ AIR, AND FIRE) 2.1 GENERAL SYSTEM IS NOT JEOPARDIZED. PROVIDE NECESSARY E. AIR DEVICES: DESIGN/ACTUAL AT FULL LOAD Uj CONDUIT ROUTING JOINING FITTINGS. ENSURE FLANGES, UNION, AND 1. ALL SUPPLY, RETURN, EXHAUST AND TRANSFER AIR e. AIR PRESSURE DROP (PSIG)AT FULL LOAD = ' U 3. NO EQUIPMENT OR SERVICES SHALL BE INSTALLED UNTIL A. THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING COUPLINGS FOR SERVICING ARE CONSISTENTLY PROVIDED. TERMINAL DEVICES AND ACCESSORIES SHALL BE OF r _ APPROVED COORDINATION DRAWINGS ARE LOCATED AT THE GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL 2. USE UNIONS, FLANGES, AND COUPLINGS DOWNSTREAM OF COMMERCIAL GRADE AND THE PRODUCT OF ONE LL SITE. REQUIREMENTS APPLY TO THE WORK SPECIFIED IN THIS VALVES AND AT EQUIPMENT OR APPARATUS CONNECTIONS. MANUFACTURER. E. OPERATION AND MAINTENANCE MANUALS SECTION. DO NOT USE DIRECT WELDED OR THREADED CONNECTIONS Q '^ W 1. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER TWO(2) TO VALVES, EQUIPMENT, OR OTHER APPARATUS. 2. AIR DEVICES SHALL BE FACTORY PRIME FINISHED. ALL may/ COMPLETE BOUND SETS OF TYPEWRITTEN INSTRUCTIONS 2.2 IDENTIFICATION 3. USE NON-CONDUCTING DIELECTRIC CONNECTIONS INTEGRAL VOLUME DAMPERS AND DIRECTIONAL LOUVERSSHALL HAVE FACTORY FINISHES TO MATCH THE AIR DEVICE. Q FOR OPERATING AND MAINTAINING ALL SYSTEMS AND WHENEVER JOINING DISSIMILAR METALS IN OPEN SYSTEMS. O 0 EQUIPMENT INCLUDED IN THIS CONTRACT. EACH SET SHALL A. NAMEPLATES: LAMINATED THREE-LAYER PLASTIC WITH 4. PROVIDE PIPE HANGERS AND SUPPORTS IN ACCORDANCE 3. PROVIDE AIR DEVICES AS SCHEDULED. U BE CONTAINED IN A HARD-BACK RING BINDER PROPERLY ENGRAVED LETTERS. WITH ASTM B31.9 OR MSS SP69 UNLESS INDICATED �•/ ° INDEXED AND LABELED. 1. INSTALLATION: DEGREASE AND CLEAN SURFACES TO RECEIVE OTHERWISE. 2. EACH BINDER SHALL INCLUDE THE FOLLOWING AT A MINIMUM: ADHESIVE FOR IDENTIFICATION MATERIALS. INSTALL PLASTIC 5. USE BALL OR BUTTERFLY VALVES FOR SHUT-OFF AND TO SALAS O'BRI EN COVER SHEET NAMEPLATES WITH CORROSIVE-RESISTANT MECHANICAL ISOLATE EQUIPMENT, PART OF SYSTEMS, OR VERTICAL I expect a differenceCO INDEX FASTENERS, OR ADHESIVE.APPLY WITH SUFFICIENT RISERS. a RECOMMENDED MAINTENANCE SCHEDULE ADHESIVE TO ENSURE PERMANENT ADHESION AND SEAL 6. USE BALL OR BUTTERFLY VALVES FOR BYPASS SERVICES. 3501 Quadrangle Boulevard,suite 100 ell Orlando,FL 32817 COMPLETE SET OF APPROVED SHOP DRAWINGS WITH CLEAR LACQUER. (407)380-0400 a EQUIPMENT OPERATION AND MAINTENANCE 2. SCHEDULE: B. REGULATORY REQUIREMENTS CERT.OF AUTH.N0.6106 0 MANUALS HVAC EQUIPMENT(WHITE LETTERS ON BLACK 1. CONFORM TO ASME B31.9 CODE FOR INSTALLATION OF a CONTROL DIAGRAMS AND SEQUENCE OF BACKGROUND) PIPING SYSTEM. OPERATIONS THERMOSTATS- INDICATING UNIT SERVED (WHITE 2. WELDING MATERIALS AND PROCEDURES: CONFORM TO ASME ❑ GARYA.WILKERSON,P.E.43167 ■ KYLE J.CARTIER,P.E.53269 CD IN PROTECTIVE SLEEVE WITH ELECTRONIC LETTERS ON BLACK BACKGROUND) SEC 9. ❑ JEFFA.KIRKMAN,P.E.65629 0 COPIES OF THE RECORD DRAWINGS IN PORTABLE LdAl ❑ ADAM S.LEVINE,P.E.77010 N DOCUMENT FORMAT(PDF) B. PLASTIC TAGS: LAMINATED THREE-LAYER PLASTIC WITH C. CONDENSATE DRAIN 21-00570 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KYLE J.CARTIER,PE ON DATE 3. ALL INSTRUCTIONS SHALL BE SUBMITTED FOR APPROVAL ENGRAVED WHITE LETTERS ON BLACK BACKGROUND COLOR. 1. SCHEDULE 40 PVC PIPE:ABOVE CEILING AND EXTERIOR INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. AM-91 PRIOR TO FINAL ISSUE. TAG SIZE MINIMUM 1-1/2 INCH DIAMETER. APPLICATIONS ASTM D2665. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H O4. MANUFACTURER'S ADVERTISING LITERATURE OR CATALOGS a. FITTINGS: SCHEDULE 4O PVC. SHA-1AUTHENTICATIONCODEMUSTBEVERIFIEDONANYELECTRONICCOPIES. E _F) WILL NOT BE ACCEPTABLE FOR OPERATING AND b. JOINTS:ASTM D2855, SOLVENT WELD WITH ASTM D2674 + Digitally signed by Kyle J T MAINTENANCE INSTRUCTIONS. SOLVENT CEMENT. 1 Kyle Car+ierDatee J 2022.01.18 0 11:44:33-05'00' 4/7/2021 1:37:20 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 11 m � LIGHTING POWER COMMUNICATION AND DATA U w ❑ 2'x2' LED LIGHT FIXTURE, CEILING MOUNTED. f qp DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX. a,f V TELEPHONE WALL OUTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. PROVIDE a El 3/4"C TO CEILING SPACE, U.O.N. DOUBLE DUPLEX RECEPTACLE, 20 AMPS EACH, WITH TWO-GANG FLUSH WALL a f -W TELEPHONE WALL OUTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. PROVIDE b O OUTLET BOX. MINIMUM 3/4"C TO CEILING SPACE, U.O.N. U 2'x2' LED LIGHT FIXTURE, CEILING MOUNTED, WITH 1400 LUMEN BATTERY UNIT. f, k DATA WALL OUTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. PROVIDE MINIMUM qPG GFI DUPLEX RECEPTACLE, 20 AMP,WITH FLUSH WALL OUTLET BOX. a,f 1-1/4"C TO CEILING SPACE, U.O.N. a O GFI DUPLEX RECEPTACLE MOUNTED 6"ABOVE COUNTER BACKSPLASH, 20 AMP, WITH COMBINATION TELEVISION/DATA WALL OUTLET WITH (2) 1-1/4"C TO CEILING SPACE, z 1'x4' LED LIGHT FIXTURE, CEILING MOUNTED. f qpG f 17N FLUSH WALL OUTLET BOX. U.O.N. a 0 WEATHERPROOF GFI DUPLEX RECEPTACLE, 20 AMP,WITH FLUSH WALL OUTLET BOX COMBINATION TELEPHONE/DATA WALL OUTLET BOX, FLUSH MOUNTED WITH BLANK z qpWPG AND STAINLESS STEEL WEATHERPROOF COVER. a'f V PLATE. PROVIDE(2)MINIMUM 1-1/4"C TO CEILING SPACE, U.O.N. a O 1'x4' LED LIGHT FIXTURE, CEILING MOUNTED, WITH 1400 LUMEN BATTERY UNIT. f, k GFI DUPLEX RECEPTACLE, 20 AMP,WITH WALL OUTLET BOX FOR ELECTRIC WATER f COMMUNICATION FURNITURE BASE FEED WITH 2-GANG JUNCTION BOX. PROVIDE(2) z 1" EMPTY CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE. FLEX CONNECT TO U � qP EWC COOLER. COORDINATE CONCEALMENT WITH EWC INSTALLER FOR MOUNTING © FURNITURE SYSTEM WIREWAY. FIELD VERIFY EXACT CONNECTION POINT WITH a U) LED STRIP LIGHT FIXTURE, SURFACE MOUNTED. f REQUIREMENTS. FURNITURE VENDOR. cc Q DOWNLIGHT FIXTURE WITH CEILING OUTLET BOX. f DUPLEX RECEPTACLE AND SURFACE MTD. OUTLET BOX T TELEPHONE SYSTEM RACEWAY, 3/4"MINIMUM CONCEALED,TO LOCAL TTB OR TTC (UNLESS OTHERWISE NOTED) z_ SPECIAL PURPOSE RECEPTACLE,AS NOTED ON PLANS,WITH FLUSH WALL OUTLET p a,f DATA SYSTEM RACEWAY, 1" MINIMUM CONCEALED � O DOWNLIGHT FIXTURE WITH CEILING OUTLET BOX WITH 900 LUMEN EMERGENCY f k BOX. m BATTERY UNIT. *30 FLUSH WALL OUTLET BOX AND 30A, 125/250V, 3P, 4W, NEMA 14-30R RECEPTACLE. a,f TELEPHONE TERMINATION BOARD (OR SYSTEMS TERMINAL BOARD AS NOTED). FIRE TTB RETARDANT TREATED PLYWOOD, 3/4"THICK x 8'-0" HEIGHT x WIDTH AS SHOWN ON O EMERGENCY BATTERY UNIT EQUIPMENT LIGHT FIXTURE WITH WALL OUTLET *50 FLUSH WALL OUTLET BOX AND 50A, 125/250V, 3P,4W, NEMA 14-50R RECEPTACLE. a,f PLANS. DO NOT PAINT. z BOX. TRIANGLES IDENTIFY NUMBER OF FIXTURE HEADS, U.O.N. CONNECT TO SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE,WALL MTD. OR MTD. TO T TELEVISION OUTLET, FLUSH MOUNT, STUB INTO CEILING SPACE WITH 3/4"C. OR TO LOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHES. J❑ CEILING/STRUCTURE AS INDICATED. e,f, h, i W NEAREST TVTC. n w SURFACE MOUNTED WEATHERPROOF JUNCTION BOX AND BLANK PLATE, WALL MTD. TV w a J❑ WP f, h, i TELEVISION RACEWAY, 3/4" MINIMUM. ❑ EXIT SIGN LIGHT FIXTURE WITH CEILING OUTLET BOX AND EMERGENCY BATTERY. OR MTD.TO CEILING/STRUCTURE AS INDICATED. Q SHADING INDICATES NUMBER OF FACES AND ORIENTATION,ARROWS. CONNECT TO LOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHES(OR TO LOCAL EMERGENCY f JO JUNCTION BOX AND BLANK PLATE,ABOVE CEILING. e,f LIGHTING CIRCUIT WHEN AVAILABLE) z z SINGLE POLE SWITCH,20 AMP,WITH FLUSH WALL OUTLET b f J FLUSH CEILING JUNCTION BOX AND BLANK PLATE. e,f SYMBOL LEGEND NOTES. w w > — cn — O z w $a BOX. ( a INDICATES SWITCH-LEG) 1. THE COLOR OF ALL DEVICES SHALL BE SELECTED BY THE ARCHITECT. COVER PLATES SHALL BE#302 w � J FLUSH WALL JUNCTION BOX AND BLANK PLATE. f w $ THREE-POSITION SWITCH (SPDT, ON-OFF-ON),20 AMP,WITH FLUSH WALL OUTLET b f Q SMOOTH STAINLESS STEEL , UNLESS OTHERWISE NOTED. p w o_ 3 BOX. 2. SCREENED ELECTRICAL ITEM DENOTES EXISTING. w z m N 10/ MOTOR,AS NOTED. 1 3. "R" BY DEVICE DENOTES EXISTING TO BE REMOVED COMPLETELY. O a O " SINGLE POLE OCCUPANCY SENSOR SWITCH WITH WALL OUTLET BOX. DUAL z m w o $ TECHNOLOGY SENSOR WITH PASSIVE INFRARED/MICROPHONIC SENSING TYPE, b,f DISCONNECT SWITCH. REFER TO EQUIPMENT FEEDER SCHEDULE FOR REQUIREMENTS 4. H" BY DEVICE DENOTES DEVICE TO BE MOUNTED HORIZONTALLY. w CO z O w Y 04 p OS MANUFACTURED BY ACUITY BRANDS, MODEL#nWSX PDT LV OR APPROVED EQUAL. Ej (I.E. SIZE, FUSED, NON-FUSED, ETC.) h,1 5. ALL DIMENSIONS INDICATED ARE TO THE BOTTOM OF FIXTURE, OUTLET, OR EQUIPMENT AND SHALL BE THE Q � U _ U c-4 iLi o LU DIMENSIONS USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS. DIMENSIONS INDICATED ON THE U � 0 Q U) t 120V CONNECTION TO MOTORIZED DAMPER, COORDINATE WITH DIVISION 15. DRAWINGS AND IN THE SPECIFICATIONS ARE TO THE BOTTOM OF THE FIXTURE, OUTLET, OR EQUIPMENT U) In d d in SINGLE POLE VACANCY SENSOR SWITCH WITH WALL OUTLET BOX. DUAL UNLESS INDICATED OTHERWISE.ALL MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS.VERIFY $VS TECHNOLOGY SENSOR WITH PASSIVE INFRARED/MICROPHONIC SENSING TYPE, b,f THERMOSTAT CONNECTION. PROVIDE AND INSTALL WALL OUTLET BOX AND c d AND COORDINATE THE EXACT HEIGHT AND LOCATION OF ALL FIXTURES, OUTLETS, AND EQUIPMENT WITH ALL MANUFACTURED BY ACUITY BRANDS, MODEL#nWSX PDT LV OR APPROVED EQUAL. RACEWAY AS REQUIRED BY DIVISION 15. DOCUMENTS AND DISCIPLINES (I.E., ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, © CONTROL AND/OR POWER EQUIPMENT CONNECTION. j KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH-IN; ADJUST TO MEET ALL REQUIREMENTS. LOW VOLTAGE WALLPAD,WITH WALL OUTLET BOX. MANUFACTURED BY ACUITY 6. ALL SYMBOLS INDICATED IN THIS LEGEND MAY NOT BE USED ON THE PLANS. $ BRANDS, MODEL#nPODM. FUNCTION, CONTROL AND NUMBER OF CHANNELS AS b f RELAY. COIL VOLTAGE=24VAC OR 120VAC,TYPE AS INDICATED ON 7. ALL WIRING DEVICES SHALL BE PROVIDED WITH A GROUNDING TERMINAL SCREW. LV NOTED ON PLANS. CONNECTS TO nLIGHT LIGHTING CONTROLS SYSTEM VIA CAT 5 ® DRAWINGS. (NO)=NORMALLY OPEN. (NC)=NORMALLY CLOSED 8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CABLE. 9. U.O.N. = UNLESS OTHERWISE NOTED. LOW VOLTAGE OCCUPANCY SENSOR, CEILING MOUNTED. DUAL TECHNOLOGY WITH S 120/208V BRANCH CIRCUIT PANELBOARD, FLUSH MOUNTED j 10. A.H.J. =AUTHORITY HAVING JURISDICTION. ® PASSIVE INFRARED/MICROPHONIC SENSING. MANUFACTURED BY ACUITY BRANDS, 11. A.F.F. =ABOVE FINISHED FLOOR MODEL#nCM PDT 10-OR APPROVED EQUAL. CONNECTS TO nLIGHT LIGHTING S 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED h,j 12. ELECTRICAL CONTRACTOR TO PROVIDE PULL STRINGS IN ALL CONDUIT(S). CONTROLS SYSTEM VIA CAT 5 CABLE. LOW VOLTAGE VACANCY SENSOR, CEILING MOUNTED. DUAL TECHNOLOGY WITH SPD SURGE PROTECTIVE DEVICE PASSIVE INFRARED/MICROPHONIC SENSING. MANUFACTURED BY ACUITY BRANDS, BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. MINIMUM TWO MODEL#nCM PDT 10-OR APPROVED EQUAL. CONNECTS TO nLIGHT LIGHTING CONDUCTORS PLUS GROUND. REFER TO SPECIFICATIONS AND EQUIPMENT FEEDER CONTROLS SYSTEM VIA CAT 5 CABLE. SCHEDULE FOR CONDUCTOR REQUIREMENTS.ARROWS INDICATE CIRCUIT CONNECTIONS AND HOMERUNS TO PANEL AS INDICATED ON PLANS. TYPICAL FOR ALL REMARKS. BIDE CA NO.: 00005898 RACEWAY TYPES, U.O.N. BPA&ID CA NO.: AAC002023 / - \ a. MOUNTED 16"ABOVE FINISHED FLOOR TO THE BOTTOM. / BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND b. MOUNTED 44"ABOVE FINISHED FLOOR TO THE BOTTOM. c. MOUNTED 50"ABOVE FINISHED FLOOR TO THE BOTTOM. LU BRANCH CIRCUIT CONDUIT EXPOSED d. OUTLET BOX SHALL BE SIZED PER SYSTEM INSTALLERS REQUIREMENTS. e. SUPPORT OUTLET BOX FROM STRUCTURE WITH (1)3/8"ALL THREADS MINIMUM. BOXES LARGER THAN 25" CONDUIT CONTINUED SQUARE INCHES SHALL BE SUPPORTED WITH (2)3/8"ALL THREADS MINIMUM. f. JUNCTION/OUTLET BOX SHALL BE SIZED AS REQUIRED FOR CONDUCTOR/DEVICES FILL PER N.E.C. ] CONDUIT CAPPED OFF g. THREADED CONDUIT HUBS SHALL BE SIZED AND CONFIGURED AS REQUIRED FOR APPLICATION. h. PROVIDE KINDORF MOUNTING RACK FOR FREE STANDING APPLICATIONS. KINDORF SHALL BE PAINTED FOR EXTERIOR APPLICATIONS. CONDUIT RUN UP i. WHEN SURFACE JUNCTION BOX SYMBOL IS COMBINED WITH DEVICE SYMBOL, PROVIDE APPROPRIATE SURFACE PLATE FOR OUTLET APPLICATION. CONDUIT RUN DOWN j. MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, 651 WEST WARREN KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH-IN TO MAINTAIN CLEARANCES. AVENUE, STE 200 k. "NL" INDICATES FIXTURE CONNECTED AHEAD OF ALL SWITCHES FOR 24 HOUR NIGHTLIGHT OPERATION. LONGWOOD, FLORIDA 32750 I. MOUNTED 80"ABOVE FINISHED FLOOR TO BOTTOM. T 407.331.6116 m. ALL STROBES SHALL BE ADJUSTABLE INTENSITY TYPE SET AT 75cd UNLESS OTHERWISE NOTED. WWW.BAEONLINE.COM n. MOUNTED 72"ABOVE FINISHED FLOOR TO THE TOP. U Q U � J w Q � QO Q � LL 0 U = w = CD w w _j zU o Q cn J w N W w w W Y VJ Q Cn o t Ei p c� LL ^ V' U A O J � '` U UJ r 0 a SALAS O'BRIEN expect a difference I o 0 a 3501 Quadrangle Boulevard,Suite 100 w Orlando,FL 32817 (407)380-0400 Lr— 91 CERT.OF AUTH.NO.6106 _9 ❑ GARY A.WILKERSON,P.E.43167 2- 0 KYLE J.CARTIER,P.E.53269 a ❑ JEFF A.KIRKMAN,P.E.65629 12 ■ ADAM S.LEVINE,P.E.77010 21-00570 a� THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ADAM S.LEVINE,PE ON DATE E INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. o s AE-001PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H@ SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E >�, E Adam S Levine Date: 2022.01 .18 T 10:47:54-05'00' 0 U 4/7/2021 1:39:12 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 0 } m 0 Of O w GENERAL NOTES U LIGHT FIXTURE SCHEDULE o TYPE DESCRIPTION DESIGN SELECTION VOLTS LAMPS/FIXT. NOTES 1. ALL 120V, 20A CIRCUIT HOMERUNS OVER 50FT. SHALL BE#10 CU. MINIMUM, UNLESS 23. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING z NOTED OTHERWISE. SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED 0 LITHONIA LIGHTING ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH I­_Al 2'X 2'DIMMABLE LED RECESSED FIXTURE WITH 120 33.7W LED 2. ALL 120V, 20A CIRCUIT HOMERUNS OVER 150FT. SHALL BE#8 CU. MINIMUM, UNLESS OPERATIONS AND USE APPROPRIATE PERSONNEL PROTECTION EQUIPMENT. APPROXIMATELY 4000 LUMEN OUTPUT. (35K/80 CRI) w 2FSL2-40L-EZ1-LP835 NOTED OTHERWISE. FOLLOW ALL SAFETY PROCEDURES INCLUDED IN NFPA 70E. � LITHONIA LIGHTING z A1E SAME AS ABOVE WITH 1400 LUMEN EMERGENCY BATTERY 120 33.7W LED 3. ALL BRANCH CIRCUIT CONDUCTORS WILL BE SIZED PER NEC MINIMUM. THE 24. EXISTING ELECTRICAL SERVICE: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL OU BACKUP. (35K/80 CRI) MINIMUM ALLOWABLE BRANCH CIRCUIT CONDUCTOR SIZE IS#12 AWG COPPER. ❑ 2FSL2-40L-EZ1-LP835-EL14L NEW SYSTEM IS COMPLETE AND READY FOR SERVICE. DISABLE SYSTEM ONLY TO z INCREASE CONDUCTOR SIZE FOR APPLICATION PER NEC AND AS NOTED ON THE MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER AT O LITHONIA LIGHTING PLANS. LEAST 72 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. 0 2'X 2'DIMMABLE LED RECESSED FIXTURE WITH 27.1 W LED P2 APPROXIMATELY 3300 LUMEN OUTPUT. 120 (35K/80 CRI) MINIMIZE OUTAGE DURATION. z 2FSL2-33L-EZ1-LP835 4. CONDUCTOR SIZES INDICATED ON CIRCUIT HOMERUNS OR IN SCHEDULES SHALL 0 i CO BE INSTALLED OVER THE ENTIRE LENGTH OF THE CIRCUIT UNLESS OTHERWISE w ❑ SAME AS ABOVE WITH 1400 LUMEN EMERGENCY BATTERY LITHONIA LIGHTING 27.1W LED NOTED ON THE DRAWINGS. 25. REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT 0 A2E BACKUP. 120 (35K/80 CRI) ABOVE ACCESSIBLE CEILING FINISHES. 2FSL2-33L-EZ1-LP835 EL14L 5. UP TO THREE PHASE CONDUCTORS, CORRESPONDING SWITCHLEGS AND z LITHONIA LIGHTING NEUTRALS ARE ALLOWED IN THE SAME RACEWAY UNLESS INDICATED OTHERWISE 26. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED o ON THE DRAWINGS. DO NOT COMBINE HOMERUNS. OUTLETS IF CONDUIT SERVICING THEM IS ABANDONED AND REMOVED. PROVIDE 4'SUSPENDED LINEAR LED FIXTURE WITH APPROXIMATELY 27.58 LED m C1 4000 LUMEN OUTPUT AND ROUND DIFFUSE LENS. CLX L48 4000LM SEF RDL MVOLT 120 (35K/80 CRI) BLANK COVER FOR ABANDONED OUTLETS WHICH ARE NOT REMOVED. 6. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDERS AND BRANCH ■ GZ10-35K-80CRI-WH CIRCUITS. 27. CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT WHICH REMAIN OR ARE 0 LITHONIA LIGHTING TO BE REUSED. z EM CONTEMPORARY COMMERCIAL LED EMERGENCY LIGHT WITH 120 2.78W LED 7. COMPLY WITH ARTICLE 210 OF THE NEC. PROVIDE A DEDICATED NEUTRAL FOR ALL 1,100 LUMEN OUTPUT. ELM6L-UVOLT-LTP 120V CIRCUITS OR PROVIDE CIRCUIT BREAKER HANDLE TIES TO CONNECT POLES SERVING MULTI-WIRE CIRCUITS. 28. EXISTING PANELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF - � LITHONIA LIGHTING ELECTRICAL CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE w 17.5W LED CLOSURE PLATES FOR VACANT POSITIONS. PROVIDE TYPED CIRCUIT DIRECTORY F1 6"DIMMABLE LED DOWNLIGHT FIXUTRE, NON-IC RATED. 120 8. COORDINATE EXACT LOCATION OF LIGHTING FIXTURES IN MECH. ROOMS/SPACES SHOWING REVISED CIRCUITING ARRANGEMENT. LDN6-35_15-L06AR-LD-MVOLT (35K/80 CRI) WITH DUCTWORK INSTALLER PRIOR TO ROUGH-IN. LOCATE BELOW DUCTWORK o EZ10-TRW (8'-0"AFF MINIMUM)CENTERED IN ROOM AS MUCH AS POSSIBLE. 29. ALL NEW CIRCUIT BREAKERS WITHIN EACH EXISTING PANELBOARD SHALL BE THE p � LITHONIA LIGHTING SAME MANUFACTURER TYPE, STYLE AND A.I.C. RATING OF EXISTING PANELBOARD. z z 17 9. VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL F1E SAME AS ABOVE WITH EMERGENCY BATTERY BACKUP. 120 LED INSTALLER PRIOR TO ROUGH-IN. w > - cn - O z cn 7i LDN6-35_15-L06AR-LD-MVOLT (335K/85K/8 0 CRI) 30. SCREENED ELECTRICAL INDICATES EXISTING TO REMAIN ACTIVE, UNLESS NOTED w EZ10-TRW-EL 10. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF OTHERWISE. w 0 z N LITHONIA LIGHTING ALL LIGHT FIXTURES. w (0 I- p LED DIE-CAST SINGLE FACE EXIT SIGN, CEILING MOUNTED. O } p o O X1 120 .6W 1 31. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW I` w MATCH EXISTING EXIT SIGN FINISH. Z m H LQC-I-R-EL N 11. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULL STRINGS IN THEM. WORK AND COMPLIES WITH SPECIFICATIONS MAY BE REUSED FOR NEW DEVICES Cn z p U Y o 4 0 AND WIRE. Q 2 cn _ U cal wo Z) LED DIE-CAST DOUBLE FACE EXIT SIGN, CEILING MOUNTED. LITHONIA LIGHTING Q O O H U) X2 120 6w 1 12. COORDINATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING � 0 a a o U MATCH EXISTING EXIT SIGN FINISH. EQUIPMENT, I.E. MOTORS, HVAC, KITCHEN EQUIPMENT, SPECIAL PURPOSE 32. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OR LQC 2 R EL N OUTLETS, OWNER FURNISHED EQUIPMENT E.T.C.)WITH APPROVED EQUIPMENT SUPPLY. LIGHT FIXTURE SCHEDULE REFERENCE NOTES: SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING. BREAKERS 1) PROVIDE CHEVRONS AS SHOWN ON PLANS. SHALL BE SIZED PER THE NEC, THE EQUIPMENT NAME PLATE AND 33. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED,ALL MANUFACTURERS RECOMMENDATIONS. BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL BE REMOVED AS DIRECTED BY THE ARCHITECT. IF, IN THE COURSE OF THE WORK, OUTLETS ARE 13. THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB,AND THE INSTALLATION COVERED UP OR OTHERWISE RENDERED INACCESSIBLE, ALL WIRING TO SAME OF ANY PRODUCT, INSULATION, COMPOUND OF MATERIAL CONTAINING OR SHALL BE REMOVED TO THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE INCORPORATING ASBESTOS OR PCB, IS PROHIBITED. THE REQUIREMENTS OF THIS IS INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST SPECIFICATION FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM INCONSPICUOUS MEANS SO AS TO REMAIN OPERATIONAL, WITH SAME CAPACITY SHALL BE MET WITHOUT THE USE OF ASBESTOS OR PCB. AS BEFORE.ALL BUILDING SURFACES DAMAGED,AND OPENINGS LEFT BY REMOVAL OR BOXES, PIPING OR OTHER EQUIPMENT SHALL BE REPAIRED BY THE 14. VISIT THE EXISTING FACILITY AND CAREFULLY EXAMINE THOSE PORTIONS OF THE CONTRACTOR. ALL HOLES LEFT IN JUNCTION BOXES, SWITCHES, PANELS, ETC.SHALL BE CLOSED. BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES 34. WHERE NEW OPENINGS ARE CUT IN EXISTING WALLS, FLOORS OR CEILINGS AND THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL CONCEALED CONDUITS ARE ENCOUNTERED THEY SHALL BE REMOVED OR BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND RELOCATED AS REQUIRED.WHERE CONDUIT TO BE REMOVED STUBS THROUGH LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF FLOORS, WALLS AND CEILINGS, SUCH CONDUIT SHALL BE REMOVED TO THE POINT BIDE CA NO.: 00005898 DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. WHERE THE FINISH SURFACES CAD BE PATCHED ADEQUATELY SO THAT NO BPA&ID CA NO.: AAC002023 EVIDENCE OF THE FORMER INSTALLATION REMAINS. 15. CONTRACTOR SHALL INCLUDE IN HIS BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN 35. ALL OUTLET BOXES WHERE FIXTURES OR DEVICES ARE REMOVED SHALL BE ILL ACCORDANCE WITH ALL RULES, REGULATIONS AND GUIDELINES APPLICABLE. REMOVED AND CEILING OR WALL SHALL BE PATCHED TO MATCH EXISTING OR NOW FINISH. IF OUTLET BOX MUST REMAIN TO MAINTAIN CONTINUITY OF CIRCUITRY, AN A. CONTRACTOR SHALL COMPLY FULLY WITH FLORIDA STATUTE 403.7186 APPROPRIATE ACCESSIBLE BLANK PLATE SHALL BE INSTALLED WITH FINISH TO REGARDING MERCURY CONTAINING DEVICES AND LAMPS. MATCH EXISTING OR NEW, WHERE APPLICABLE. ALL PATCHES OR CEILING PLATES SHALL BE PATCHED OR PAINTED AS DIRECTED BY ARCHITECT. B. LAMPS, BALLASTS AND OTHER MATERIALS SHALL BE TRANSPORTED AND DISPOSED OF IN ACCORDANCE WITH ALL DEP AND EPA GUIDELINES. 36. ALL OUTLET BOXES WHICH MUST BE REMOVED DUE TO REMOVAL OF WALL, AND WHICH MUST REMAIN ACTIVE IN ORDER TO MAINTAIN CIRCUIT CONTINUITY SHALL 16. EXISTING CONDITIONS AND UTILITIES INDICATED ARE TAKEN FROM EXISTING BE RELOCATED IN CEILING OR FLOOR, SHALL BE ACCESSIBLE,AND SHALL HAVE CONSTRUCTION DOCUMENTS, VARIOUS SURVEYS AND FIELD INVESTIGATIONS. IT BLANK COVER PLATE INSTALLED WITH FINISH TO MATCH EXISTING OR NEW FINISH 651 WEST WARREN IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND AS APPLICABLE. AVENUE, STE 200 NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. LONGWOOD, FLORIDA 32750 COOPERATION WITH OTHER TRADES IN ROUTING AS DETERMINED DURING 37. REMOVE ALL EXISTING LIGHTING FIXTURES IN AREAS WHERE NEW LIGHTING AS T 407.331.6116 CONSTRUCTION AND AS DIRECTED BY THE ENGINEER MAY BE NECESSARY AND IT SHOWN. CONNECT TO EXISTING CIRCUITS, SWITCH LEGS AND SWITCHES OR AS WWW.BAEONLINE.COM IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED A PART OF THIS OTHERWISE SHOWN. GIVE EXISTING FIXTURES NOT BEING USED TO OWNER. CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL EXISTING 38. CIRCUITING AND PANELS SHOWN ARE TAKEN FROM EXISTING CONSTRUCTION CONDITIONS PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. DRAWINGS, VARIOUS SURVEYS,AND FIELD INVESTIGATIONS OF READILY OBSERVABLE CONDITIONS. IT IS UNDERSTOOD THAT THE INSTALLED (CONCEALED) J 17. LOCATE ALL EXISTING UTILITIES AND PROTECT THEM FROM DAMAGE. CIRCUITING MAY DIFFER FROM THE CONDITIONS SHOWN. THE ELECTRICAL U CONTRACTOR SHALL TRACE ALL EXISTING CIRCUITS IN EXISTING PANELS _ 18. REMOVE EXISTING POWER, LIGHTING, SYSTEMS MATERIALS AND EQUIPMENT ASSOCIATED WITH THIS SCOPE OF WORK AND UPDATE THE EXISTING PANEL WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF SCHEDULE AS NEEDED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE PROJECT. REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND ATTENTION OF THE ENGINEER. U EQUIPMENT WHICH ARE REQUIRED TO REMAIN ACTIVE FOR THE FACILITY TO BE , ` W FULLY FUNCTIONAL. 39. PRIOR TO PASSING FINAL INSPECTION, THE CONTRACTOR SHALL PROVIDE v Q w EVIDENCE TO THE REGISTERED DESIGN PROFESSIONAL THAT THE LIGHTING Q i 19. ALL RECEPTACLES, DEVICES, LIGHTING, SYSTEMS AND EQUIPMENT NOT SHOWN, CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE ` 'r.- AND IN AREAS OUTSIDE OF REMODELING SHALL REMAIN ACTIVE UNLESS AND SOFTWARE ARE CALIBRATED,ADJUSTED, PROGRAMMED AND IN PROPER v OTHERWISE NOTED. FURNISH AND INSTALL ACCESSIBLE JUNCTION BOXES AND WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS L]i REWORK EXISTING CIRCUITS AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY TO AND MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN Uj O O RECEPTACLES, DEVICES, LIGHTING, SYSTEMS AND EQUIPMENT. ACCORDANCE WITH 2O20 FL ENERGY CONSERVATION CODE SECTIONS C408.3.1.1 z AND C408.3.1.2 FOR THE APPLICABLE CONTROL TYPE. J 20. ALL CONDUIT TO BE CONCEALED UNLESS IMPOSSIBLE DUE TO EXISTING Q CONDITIONS (I.E. EXPOSED STRUCTURAL CEILINGS, BUILDING EXTERIOR WALLS). 40. DOCUMENTS CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET r , CONCEAL ALL CONDUITS ABOVE CEILINGS OR WITHIN WALLS AND COUNTERS. DOCUMENTED PERFORMANCE CRITERIA OF 2020 FL ENERGY CONSERVATION CODE z SECTION C405 ARE TO BE PROVIDED TO THE LANDLORD WITHIN 90 DAYS FROM THE (D Uj A. ALL NEW DEVICES TO BE FLUSH MOUNTED UNLESS SPECIFICALLY NOTED DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. ram, OTHERWISE. V J 0 21. ALL ITEMS REMOVED AND NOT REUSED SHALL BE TURNED OVER TO OWNER. V J Z DISCARD COMPLETE ITEMS WHICH OWNER ELECTS TO REFUSE. w Q w Y • W c c 22. CONFIRM MOUNTING HEIGHTS FOR ALL TELEVISION RECEPTACLES WITH J ARCHITECT PRIOR TO ROUGH-IN. Z s o � 76 _ LL Q ;= U CO U W J tf SALAS O'BRIEN U expect a difference X I � N L d 3501 Quadrangle Boulevard,Suite 100 H w Orlando,FL 32817 (407)380-0400 = 1 r` CERT.OF AUTH.NO.6106 V N J ❑ GARY A.W ILKERSON,P.E.43167 2 ❑ KYLE J.CARTIER,P.E.53269 a ❑ JEFF A.KIRKMAN,P.E.65629 ■ ADAM S.LEVINE,P.E.77010 21-00570 m THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ADAM S.LEVINE,PE ON DATE E INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. o AE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H -002 � SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E T E Date: 2022.01 .18 T Adam S Levine 10:49:42-05'00' U 4/7/2021 1:39:12 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES o m o 1. SCREENED ELECTRICAL DEVICE IS EXISTING TO REMAIN. DASHED ELECTRICAL ITEM TO BE REMOVED. O LU 2. REFER TO NEW POWER AND SYSTEMS FLOOR PLAN AND NEW Of LIGHTING FLOOR PLAN ON SHEET AE-102. El 3. REMOVE ALL WIRING TO EXISTING RECEPTACLES. MAINTAIN z CONDUIT, OUTLET BOX AND RECEPTACLE. RECEPTACLES TO BE RECIRCUITED DURING RENOVATION, UNLESS OTHERWISE U NOTED. H U) 4. FIELD VERIFY ALL EXISTING CIRCUITS TO REMAIN/BE REUSED. z O U z ElO � J REFERENCE NOTES - DEMOLITION ) U- D1 REMOVE ALL EXISTING LIGHT FIXTURES, EMERGENCY LIGHTS, cc AND EXIT SIGNS IN THIS AREA AND ALL ASSOCIATED CONDUIT, BOXES, WIRES, SWITCHES, ETC. COMPLETE BACK TO SOURCE, z UNLESS OTHERWISE NOTED. RETURN FIXTURES NOT z INTENDED FOR RE-USE BACK TO OWNER. 0 m D2 REMOVE MOTION SENSOR AND ALL ASSOCIATED CONDUIT, ■ CABLES, AND BOXES BACK TO SOURCE. C� D3 REMOVE SECURITY SYSTEM CONTROL PANEL. z H H D4 REMOVE SECURITY SYSTEM KEY PAD. w D5 REMOVE ALL WIRES/CABLING VISIBLE THROUGH OPEN HOLE IN a WALL BACK TO SOURCE. Q 0 D6 EXISTING PANEL TO BE RELOCATED. O Q z D7 DISCONNECT AND REMOVE ALL CONDUIT AND WIRES TO z z EXHAUST FAN. Ix w > — U) — O z w J 'I 2 3 'I 2 3 � DISCONNECT DUPLEX RECEPTACLE AND REMOVE ALL WIRES o w d BACK TO SOURCE. MAINTAIN CONDUIT AND OUTLET BOX. z o o O o N O D9 EXISTING AIR HANDLING UNIT TO BE RELOCATED. Co Z LL U Y N LL P P O 1( LU EXISTING HEAT PUMP TO REMAIN. Q U p O p cvo cn o a a o I�❑D1 r I I II I I I Ii II / I I iI IL f-� BIDE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 II II 41 J; III D5 D5 D5 PANEL X-RAY�� L I ❑ — �1_� 651 WEST WARREN — I AVENUE, STE 200 \ LONGWOOD, FLORIDA 32750 / I � WWW.BAEONLINE.COM - - — — — — — — - / : F_ -1 -1 R----�4 D9 ;AHU-1" LPL�r G D2 J \ Lf RTS B-2:4 MHU_11L Fff \ �_- ----- HP-2 I C LijLU Q O U D2 PANEL A B-6.8 Q LL w oT 1 HP-1 C V U) ❑`'� � d PANEL B � D6 � �` Q METERS UTILITY I I �/ D8 �1 HP-3 T�r � i II ' � c (3)4P, 200A J D7 II II II J ❑ �� II — I BREAKERS � II II '��� '��� J O � O— - — — — — -COMMUNICATIONS � G � Y / I cli P.O.C. �L° ,r��`Dj / C LL IL_ I U) z D3 O 50 � D4 \ / �❑� \ r; D8 C� 0 � - �_ - - -- - ❑ ❑ ❑❑ - - �J U O — — — B-30.32 W a Q 0 SALAS O'BRIEN expect a differenceo I o a 3501 Quadrangle Boulevard,Suite 100 w Orlando,FL 32817 (407)380-0400 0 CERT.OF AUTH.NO.6106 _9 m 2 DEMOLITION FLOOR PLAN - LIGHTING 1 DEMOLITION FLOOR PLAN - POWER AND SYSTEMS ❑ GARY A.WILKERSON,P.E.43167 2- 0 KYLE J.CARTIER,P.E.53269 E-10 1/8"= 1'-01, E-10 1/8"= 11-01, ❑ JEFF A.KIRKMAN,P.E.65629 ■ ADAM S.LEVINE,P.E.77010 21-00570 a� ❑ THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ADAM S.LEVINE,PE ON DATE E INDICATED IN DIGITAL SIGNATURE USING ASHA-1 AUTHENTICATION CODE. o s PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H GRAPHICSCALE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E AP 01 E Date: 2022.01 .18 T 01 4 s 16' Adam S Levine 10:50:50-05'00' N U 4/7/2021 1:39:13 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 11 GENERAL NOTES o m o 1. SCREENED ELECTRICAL DEVICE IS EXISTING TO REMAIN. O 2. ALL DATA/TELEPHONE CABLING AND SECURITY U LU CABLING/CAMERAS PROVIDED BY TENANT'S IT/SECURITY Of VENDOR. ❑ 3. COORDINATE EXACT LOCATION OF MECHANICAL EQUIPMENT z WITH MECHANICAL INSTALLER PRIOR TO ROUGH-IN. U 4. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ROUGH- U)) IN. z O U Z ❑ O REFERENCE NOTES - NEW Q U Z PROVIDE A LED OCCUPANCY LIGHT ADJACENT TO PATIENT U w PRIVACY ROOM DOOR. BASIS OF DESIGN: MANUFACTURED BYcc ❑ HEALTHCARE LIGHTING, MODEL#- HNLM6-MVOLT-PR1-RED- SGRN-PTN15. MOUNT FIXTURE VERTICALLY WITH RED CIRCUIT 0 ABOVE GREEN CIRCLE. z 2; REFER TO SHEET AE-501 FOR LIGHTING CONTROL ZONES AND m LIGHTING CONTROL WIRING DIAGRAM. ■ 3; PROVIDE A 2" CONDUIT SLEEVE THROUGH CEILING TILES FOR 0 ROUTING OF COMMUNICATIONS CABLES TO TENANT'S TTB. z EXISTING COMMUNICATIONS CABLES ARE FREE-WIRED ABOVE H CEILING FROM MULTIPLE COMMUNICATIONS ENCLOSURES AT COMMUNICATIONS P.O.C.. CABLE ROUTING AND TERMINATIONS LU w TO BE BY TENANT'S IT VENDOR. w a F- ❑ 4 PROVIDE A DEDICATED 20A, 120V CIRCUIT TO AN ABOVE o CEILING JUNCTION BOX, AND PROVIDE A FLUSH FACEPLATE >_ WITH 7/8" DIAMETER OPENING. PROVIDE 5FT OF LFMC FROM z Q JUNCTION BOX TO A DUPLEX RECEPTACLE IN ENCLOSED z OUTLET BOX. SUPPORT LFMC AND RECEPTACLE FOR FUTURE w > _ U) _ O z U) zi MOUNTING (MOUNTING PROVIDED BY OTHERS). RECEPTACLE 1 2 3 1 2 3 WILL BE MOUNTED TO AN IT EQUIPMENT RACK FOR UPS POWER BY TENANT'S IT VENDOR. z o o N 5 PROVIDE 1/2" CONDUIT TO RECESSED JUNCTION BOX zz m U_ ~ 0 MOUNTED AT 84" FOR LED OCCUPANCY LIGHT. PROVIDE J Co z OU LU ( N wo w WIRING PER MANUFACTURER'S REQUIREMENTS. REFER TO Q QQ O O H U) P o 0 0 ❑ ❑ ❑ ❑ o 0 w 0 ❑ NEW LIGHTING PLAN FOR ADDITIONAL INFORMATION. Q a a o 6) PROVIDE SPDT, ON-OFF-ON, TOGGLE SWITCH MOUNTED UNDERNEATH COUNTER IN A SURFACE MOUNTED BOX. LOCATE 12" RIGHT OF STATION CENTER AND APPROXIMATELY 1" FROM COUNTER EDGE. LABEL FACEPLATE WITH ONE "ON" POSITION RED, THE CENTER POSITION "OFF", AND THE OTHER "ON" POSITION GREEN. O7 REFER TO PANEL FEEDER SCHEDULE ON SHEET AE-601 FOR CONDUIT AND CONDUCTOR INFORMATION. 2 ® MAINTAIN PROPER CLEARANCES PER NEC REQUIREMENTS. AE-501 �� O9 CONNECT VIA LOCAL LIGHTING CIRCUIT, AND MATCH 3 4 TTB 1� CONDUCTOR AND CONDUIT SIZE. EF-2, EF-3, EF-4, AND EF-5 ARE EACH RATED 17W AT 120V. ❑A 9 l L A-11 '10 REFER TO EQUIPMENT FEEDER SCHEDULE ON SHEET AE-601 -EF-1 IT A-13 FOR CONDUIT AND CONDUCTOR INFORMATION. BIDE CA NO.: 00005898 123 - BPA&ID CA NO.: AAC002023 A-13 UA RR#2 11) COORDINATE HAND DRYER ELEVATION WITH ARCHITECTURAL A1E UA RR#2 A-13 IT 22 ELEVATIONS PRIOR TO ROUGH-IN. REFER TO EQUIPMENT f 123 FEEDER SCHEDULE ON SHEET AE-601 FOR CONDUIT AND A-g 122 CONDUCTOR INFORMATION. �Al Al Al VS� B A-9 ❑A-9 ❑A-9 OA-9 OA-9 F�A-9 A-10 A-10 q_12 A_12 13 A-14 EF-2 A-18 A-20 N.S. ®-A-19A-19A-21L A-21 J 12 PROVIDE PLYWOOD BACKBOARDS OVER TWO WALLS INSIDE IT OFFICE 3 OFFICE 2 COPY ROOM ®�q g N.S. DISPENSARY OFFICE 3 OFFICE 2 A-14 11� 115A ROOM. PLYWOOD TO BE 3/4" UNPAINTED, FIRE-RATED FOR 125 124 130 �A VS 115 125 124 COPY ROOM DISPENSARY TENANTS'TELECOMMUNICATIONS TELEPHONE BOARD. RE A-10 130 �A-20 +84" CCTV 115 Al �A_g +84„ — 13 PROVIDE 20A, SINGLE POLE TOGGLE SWITCH FOR IT ROOM A-9 A-9 LV A-12 A-16 (TYP) 6 EXHAUST FAN 'EF-l'. CONNECT VIA LOCAL LIGHTING CIRCUIT VS S! 'L!�AlE OS CCTV ®A_g PRIV. RM eA_g AHEAD OF ALL SWITCHING, AND MATCH CONDUCTOR AND A-33:35 3 A-23 A-25 3 A-27 CONDUIT SIZE. EF-5 IS RATED 24W AT 120V. X1 bA2 bA2E bA2 bq� I� 113 COPIER I 7j� El ® ❑A-9 �A-9 LAq-g ME H �q_g I LOBBY 14 PROVIDE (1)2" CONDUIT FROM KIOSK IN LOBBY RM 101 TO 651 WEST WARREN b,c (TYP)O2 OS b LOBBY 116 ®X2 F1 F1 F1 PRIV. RM 127 EWC-1 MECH PRIV. RM A-20 QVIEW IN LOBBY 111. AVENUE, STE 200 LV ®A-9 0A-9 OA-9 116 114 A-22 A-22 A-22 PRIV. RM LONGWOOD, FLORIDA 32750 127 PRIV. RM 112 EWC — - 15 CONNECT MOTORIZED DAMPERS TO 120V CIRCUIT. LLV 0 T 407.331.6116 OS�� OS� SOS '°`-28 I A-26 A-36 ,5 A-36 112 Al 114 A-28 F11 +72" 5 WWW.BAEONLINE.COM q-g A1Eq-g b 0 72 A-18_2- 'r�TV +72 16 SUPPLDYEPROVIDED ABOVE CEILING BY MECHANIOCANCONOTRACOTORV POWER C1 1 OS 1 1 + n 9 TV J 5 J A2E A 9 b b b TV _ ❑ �A1 �A-9 A2E A2 A2 A 26 EF-5 8 7 �_PANEL A QVIEW JpRIV. RM VS A-9 STAFF R EM �A-9 ❑A-9 ❑A-9 GROUP A_26 STAFF 14 0 A-28 M ❑ OFFICE 4 117 �� � +®+ LOBBY 126 1 7 - ❑�� 15 LOBBY 113 GROUP P 118 VS OS X2 111 _ A-28 OFFICE 4 = PANEL B 111 A-36 A1� �8� �g - 2 oj, 15 ' �Al AlE -g OS X2 a a A-28 A-2618 CORR. 15 AE-401 M ❑a Al A-37 129 ❑ �� B-24 A-9 A-9 LV$, �Al FIA-9 16 0 - B-22 7 CORR. OFFICE 6 A-9 OFFICE 6 B-22 B-24 129 119 OFFICE 5 A2E VS CLIN. SUP. +72" CCTV FA-3 A-32 119 OFFICE 5 CLIN. SUP. [ , �Al AlE Al g A2 VS Al Al� 109 VS ❑c 110 A-29 11 A-32 A-32 109 110 v Q ❑a A-9 A-9 []Al IL A-29 B-22B-24A-9 A-9 MD OFFICE A q-g q-gCLIN. DIR. 120 VS A'9 CORR. RCLIN. DIR. '4-29 131 Q 128 ❑A1� OFFICE �A1 r7 �Al 128 HP-2 WFFICEA�1 17 F121 A- CORR. A-9 L�] 121 B-18 7B-20 10 VS Al Al OFFICE 131 - A-31 OFFICE B-20 ❑ 0 VS VS VS OFFICE 7 OFFICE 7 Al A1E a�E A-9 A-9 107 108 A-32 107 B-18 108 Q LJL U A-9 A-9 LV XLA a v Al❑A-9 �A-9 �A 9 A-31 A-31 A-31 A-32 B-18 B-20 HP-1 U J B-20 _ _ C 10 �11 U j W - - RECEPTION ECEPTION `—/ W 103 A1� All Al I I � (3) UTILITY +72" CCTV 103 B-15 HP-3 � = U � A-9 �A-9 VS \I METERS - FC Z VS A-9 A-9' .I LAB (3)4P, 200AB-15 10 D Q 106 BREAKERS B-9 B-9-B-11 B-11 B 11 r�-r13B_B-1 G LAB Co COMMUNICATIONS 106 B 12 B-10 +84" A-18 0 T OSc _PAT. R P.O.C. KIOSK 14 _ PAT. R 0 �A2 OS 104 B'-14 �+r A-9 c c �, A2E MICROWAVE B-17:19 104 �/� 0 t BREAK A2E A2 �q-g BREAK REFRIGERATOR 11 ELL 102 LOBBY 0 LL �A-9 NA-9 B-16 a EF-3 102 VS 1 1 B-16 Vs JANITO B-14 A-18. EF-4 kA-9� NA1~ 105 B-14 B-14 B-16 0 z b e A-9 B-38 C r , O J Ij M JANI OR �./ o 1 5- Q 10 FT B-30:32 SALAS O'BRIEN expect a difference I o o N 3501 Quadrangle Boulevard,Suite 100 w Orlando,FL 32817 (407)380-0400 0 I` 0 CERT.OF AUTH.NO.6106 _9 2 NEW FLOOR PLAN LIGHTING 1 NEW FLOOR PLAN POWER AND SYSTEMS - - ❑ GARY A.WILKERSON,P.E.43167 ❑ KYLE J.CARTIER,P.E.53269 a "101/8" = V-0" "101/8" = V-0" ❑ JEFFA.KIRKMAN,P.E.65629 12 ■ ADAM S.LEVINE,P.E.77010 21-00570 a� THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ADAM S.LEVINE,PE ON DATE E INDICATED IN DIGITAL SIGNATURE USING ASHA-1 AUTHENTICATION CODE. o s PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H AE-1 02 GRAPHICSCALE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E '• E � Date: 2022.01 .18 T 0' 4' s' 16' Adam S Levine 10:52:45-05'00' N U 4/7/2021 1:39:15 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES o m o 1. SCREENED ELECTRICAL ITEM IS EXISTING TO REMAIN. O U w El O H U H m z REFERENCE NOTES ° U 1 ; EXISTING UTILITY METER AND 200A, 4P CIRCUIT BREAKER FOR z ❑ O EXISTING PANEL B. J _ Q 2; EXISTING UTILITY METER AND 200A, 4P CIRCUIT BREAKER FOR U z EXISTING PANEL A. w w ❑ 0 cc 3 RELOCATED 225A MLO, 120/240V, 1 PHASE FLUSH MOUNTED PANELBOARD. REFER TO NEW PANEL SCHEDULE ON SHEET z AE-601 FOR ADJUSTMENTS MADE TO PANELBOARD. PROVIDE NEW TYPED PANEL SCHEDULE. m ® EXISTING CONDUITS TO BE CUT AND EXTENDED TO NEW ■ PANELBOARD LOCATIONS. C� O5 PROVIDE AND INSTALL GFI RECEPTACLE FOR CONDENSATE z PUMP, PROVIDED BY MECHANICAL CONTRACTOR. COORDINATE FINAL LOCATION PRIOR TO ROUGH-IN. w © REFER TO EQUIPMENT FEEDER SCHEDULE ON SHEET AE-601 a FOR CONDUIT AND CONDUCTOR INFORMATION. Q ❑ 0 O7 EXTEND AND REWORK CONDUIT AND CONDUCTORS TO NEW LOCATION. WHERE CONDUCTORS ARE EXTENDED, INSULATED z z MECHANICAL SPLICE LUG KITS ARE ACCEPTACLE MEANS FOR z AHU-1 AHU-3 SPLICING WITHIN SPLICE BOX, SIZED PER NEC. REFER TO w > — cn — O z cn J PANEL FEEDER SCHEDULE ON SHEET AE-601 FOR CONDUIT w AND CONDUCTOR INFORMATION. o w a A-18 z o0 0 ® PROVIDE SURGE PROTECTIVE DEVICE BELOW PANELBOARD. O o N O C INSTALL IN FLUSH ENCLOSURE WITH CLEAR ACCESS PANEL. z m w w 5 SIZE ENCLOSURE PER NEC AND MANUFACTURER tii C000 w N o w B-21.. o B-21 PANEL A REQUIREMENTS. Q O O H U) 5 6 0 o a a o U) B-21 -PANEL B AHU-2 6 2 ENLARGED PLAN - POWER AND SYSTEMS E-40 1/4"= 1'-0" BIDE CA NO.: 00005898 BPA&ID CA NO.: AAC002023 EXTERIOR METER CENTER — MECHANICAL ROOM I I I I I TO POLE MOUNTED UTILITY XFMR I I I I I TO OTHER TENANT 651 WEST WARREN AVENUE, STE 200 LONGWOOD, FLORIDA 32750 T 407.331.6116 WWW.BAEONLINE.COM I 4 I I I I I I I I 110 I J PANEL A PANEL B I U O❑ O I O w OO I J SPD SPD LL W I I I I w Q O Q � U I I I I U = Q U GRADE V _ 0 J = U w Q Cn J N W00 W cc 1 PARTIAL POWER RISER DIAGRAM E-401 NOT TO SCALE � � �+� U) Q LL QU A O LD I` U U Q J W m SALAS O'BRIEN m a expect a difference I Q o 0 J a- 3501 Quadrangle Boulevard,Suite 100 z w Orlando,FL 32817 (407)380-0400 Uj 0 0 CERT.OF AUTH.NO.6106 _9 ❑ GARY A.WILKERSON,P.E.43167 2- 0 KYLE J.CARTIER,P.E.53269 a ❑ JEFF A.KIRKMAN,P.E.65629 12 ■ ADAM S.LEVINE,P.E.77010 21-00570 a� THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ADAM S.LEVINE,PE ON DATE E INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. o s AE-401 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H@ SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E E m Adam S Levine Date: 2022.01 .1$ T 12 12 10.54:27-05'00' 0 U 4/7/2021 1:39:15 PM 8 9 10 11 12 13 6 � 1 2 3 4 5 0 T>- 0� co 0 U w w Ll O U Z) H Z O U Z ❑ _O ~ J a Q z U LL U) w ❑ O Z_ t7 DO ■ (D Z w d w Q ❑ 0 O Q Z Z_ ww > — w — Ozw J LLI IY X 0 w d w Z CD 11 AND LOBBY 127 1 CD LOBBY 101 , CO RRIDOR 131 LOBBYw Z LU ; N ..o w J Q �cn —) —' w D A A A A fn SWITCHING PACK'c' SWITCHING PACK'b' nPP16 nPP16 c b eID ' ,c' I D# 'b,c' b' 'b,c' OVERRIDE SWITCH OCCUPANCY SENSOR B B OCCUPANCY SENSOR B B OCCUPANCY SENSOR OVERRIDE SWITCH nCM PDT 10 nCM PDT 10 nPODM 2P nPODM 2P nCM PDT 10 TO TO FROM FROM IT ROOM 123 / COPY ROOM / CORRIDOR 129 LAB 106 / BREAKROOM 102 A A BIDE GA NO.: 00 SWITCHING PACK'a' BPA&ID CA NO.: AAC002 AC002023 A SWITCHING PACK nPP16 nPP16 SA ® a, ID# a � ® .ID OVERRIDE SWITCH OVERRIDE SWITCH OCCUPANCY SENSOR B B VACANCY SENSOR nPODM nCM PDT 10 TO nPODM B B FROM nWSX PDT LV DX TO BENTLEY FROM 651 WEST WARREN GROUP ROOM 126 / CLINIC DIRECTOR AVENUE, STE 200 LONGWOOD, FLORIDA 32750 128 / DISPENSARY 115 T 407.331.6116 WWW.BAEONLINE.COM A A SWITCHING PACK nPP16 SA D#1 OVERRIDE SWITCH VACANCY SENSOR B B nPODM nCM PDT 10 TO FROM U Q TYPICAL OFFICE / CLINIC TYPICAL RESTROOM / PRIVATE U - SUPERVISOR / RECEPTION PATIENT ROOM / JANITOR 105 W Q 0 PLYWOOD BACKBOARD SWITCHING PACK SWITCHING PACK nPP16 U nPP16 SA LL a ID U =I''� I ' I� VACANCY SENSOR OCCUPANCY SENSOR B B Uj B B nWSX PDT LV TO = U W 1/4"x2"x12" LONG COPPER BUS nWSX PDT LV DX TO DRILL AND TAP FOR #10 LUG FROM FROM STAND OFF 1" MIN. @1"OC EACH WAY. Ji I '� ' WITH INSULATOR �++ J x AND 5/16" BOLT O c Uj 0 1n Q Q E 0 0 O RISER DIAGRAMS ARE TO SHOW DESIGN INTENT FOR STANDALONE WIRE LEGEND � � � LL AREAS. REFER TO FLOOR PLANS FOR QUANTITIES OF CONTROL 0-00 \ 1" DEVICES SUCH AS OCCUPANCY SENSORS, PHOTOCELLS, DIMMER Q O A CAT 5e O O SWITCHES, BRIDGE HUBS, SWITCHES,AND TOUCHSCREENS. (LOW VOLTAGE) U J QUANTITIES OF DIMMING POWER PACKS AND UL924 DIMMING POWER PACKS REQUIRED PER SWITCH LEGS, CIRCUITING AND DAYLIGHT GC a B CLASS 1 ZONES. ROOM LOCATIONS LISTED ABOVE INDICATE GENERAL DESIGN ° DRILL AND TAP FOR#4 LUG. INTENT BUT ARE NOT LIMITED TO JUST THOSE SPECIFIC ROOMS. (LINE VOLTAGE) SALAS O'B RI E N a I expect a difference c N a #4 CU GROUND CONDUCTOR TO FOR EQUIPMENT QUOTATION AND Orlando, do,F angle Boulevard,suite 100 � TECHNICAL ASSISTANCE CONTACT Orlando,FL 32817 0 ELECTRICAL SERVICE GROUND. 14o713ao-oaoo ROBB CAMPBELL AT LANDRETH INC. (407-682-6255) CERT.OF AUTH.N0.6106 � 2 ❑ GARY A.WILKERSON,P.E.43167 A ❑ KYLE J.CARTIER,P.E.53269 S� ❑ JEFF A.KIRKMAN,P.E.65629 ■ ADAM S.LEVINE,P.E.77010 � c 21-00570 E 1 LIGHTING CONTROLS DETAIL - E L E C T R I C AL THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED A ADAM S.LEVINE,PE ON DATE N D BUS BAR DETAIL - ELECTRICAL INDICATED IN DIGITAL SIGNATURE USING ASHA-1 AUTHENTICATION CODE. o° 2 GROU E AE-501 T E-50 NOT TO SCALE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E-50 NOT TO SCALE T Adam S Levine °ate: 2o22.o1 .1s 10:56:06-05'00' 0 U 4/7/2021 1:39:15 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 El GENERAL NOTES o m p 1. FEEDER LENGTHS ARE APPROXIMATE FOR VOLTAGE DROP CALCULATIONS AND ARE NOT TO BE USED FOR BIDDING O PURPOSES. U w PANEL FEEDER SCHEDULE 0 JOB NUMBER:2100570 z O FEEDER CIRCUIT BREAKER FEEDER FEEDER FEEDER FEEDER H FEEDING AMP SIZE VOLTS PHASE CAPACITY LENGTH VOLT DROP PARALLEL PHASE NEUTRAL GROUND ISOLATED COPPER/ CONDUIT APPROX. % RUNS WIRE WIRE WIRE GROUND ALUMINUM SIZE U) FEET z 0 U PANEL A 200 240 1 200 80 0.84 1 #3/0 #3/0 #6 N/A COPPER 2" z O PANEL B 200 240 1 200 75 0.79 1 #3/0 #3/0 #6 N/A COPPER 2" � J � Q U Z CD W W ❑ cc VOLTS L-N:120 MAIN OPTIONS REQUIRED PANEL : A ENCLOSURE DATA VOLTS L-N:120 MAIN OPTIONS REQUIRED PANEL : B ENCLOSURE DATA z p VOLTS PH.:240 S.E.RATED: N/A MCB: N/A AMPS NEMA:1 VOLTS PH.:240 S.E.RATED: N/A MCB: N/A AMPS NEMA:1 p PHASE:1 GFI PROT.: N/A MLO: 200 AMPS SECTIONS:1 PHASE:1 GFI PROT.: N/A MLO: 200 AMPS SECTIONS:1 m MOUNTING:FLUSH SHUNT TRIP: N/A WIDTH/SECT.:20 MOUNTING:FLUSH SHUNT TRIP: N/A WIDTH/SECT.:20 ■ MFR:SQ.D. RELOCATEIRENOVATE EXISTING PANEL DEPTH:6 MFR:SQ.D. RELOCATEIREN OVATE EXISTING PANEL DEPTH:6 U TYPE:HOMELINE BOLD DENOTES RENOVATION TYPE:HOMELINE BOLD DENOTES RENOVATION z H AIC RATING(FULLY RATED OR SERIES RATED): 10 KA (MINIMUM,SEE SPECIFICATIONS) AIC RATING(FULLY RATED OR SERIES RATED): 10 KA (MINIMUM,SEE SPECIFICATIONS) ~ W NOTES DESCRIPTION LOAD AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. AMPS AMPS LOAD DESCRIPTION NOTES NOTES DESCRIPTION LOAD AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. AMPS AMPS LOAD DESCRIPTION NOTES w a Q CONN AMPS POLES NUM. NUM. POLES AMPS CONN CONN AMPS POLES NUM. NUM. POLES AMPS CONN � 8 AHU-1 27 27 40 2 1 2 2 20 0 SPARE 9 8 HP-2 22 22 45 2 1 2 2 40 25 25 AHU-2 8 27 27 3 4 - - 0 =__ __= 22 22 3 4 - - 25 25 =_= Z Z 8 HP-1 29 29 60 2 5 6 2 20 0 SPARE 9 8 HP-3 22 22 45 2 5 6 2 40 25 25 AHU-3 8 W w > — U) — O z U) 29 29 - 7 8 - - 0 =__ __= 22 22 - 7 8 - - 25 25 =__ w 3 GENIEM LIGHTS 1947 16 20 1 9 10 1 20 5 3 OFFICE 3 RECEPTS 3 5,6 RECEPTION RECEPTS 3 5 20 1 9 10 1 20 12 8 REFRIGERATOR 5,6 p w d 3 ITS UPS RECEPTS 16 16 20 1 11 12 1 20 5 3 OFFICE 2 RECEPTS 3 5,6 RECEPTION RECEPTS 3 5 20 1 11 12 1 20 20 13 MICROWAVE 5,6LU a o 0 3 IT RECEPTS 5 8 30 1 13 14 1 20 3 2 COPY ROOM RECEPTS 3 5,6 LAB RECEPTS 3 5 20 1 13 14 1 20 6 4 BREAKROOM RECEPTS 5,6 zz m LL H LI_ 04 9 SPARE 0 100 2 15 16 1 20 9 9 COPIER 5 5,6 LAB RECEPTS 2 3 20 1 15 16 1 20 5 3 KIOSKILOBBY RCPTS 5,6 Ui co z O0 LU N LLI o W 0 17 18 1 20 8 5 BTHRMIUTIL GFI RCPTS 5 3,5,7 HAND DRYER PAT.RR 6 6 20 2 17 18 1 20 5 3 OFFICE 107 5,6 U 0 0 Q 5 DISP.CNTRTP RCPTS 2 3 20 1 19 20 1 20 5 3 N.S.RECEPTS 5 =_= 6 6 19 20 1 20 6 4 OFFICE 108 5,6 U) p d d p 5 DISP.CNTRTP RCPTS 2 3 20 1 21 22 1 20 3 360 LTS ABV PAT.RM 5 5,6 CONDENSATE PUMPS 3 3 20 1 21 22 1 20 5 3 OFFICE 109 4 5 DISP.WALL RECEPT 10 10 20 1 23 24 1 20 5 5 EWC•1 4 SPACE 0 23 24 1 20 5 3 CLIN.SUP.RM 110 4 5 DISP.WALL RECEPT 10 10 20 1 25 26 1 20 6 4 OFFICE 4 RECEPTS 5 9 SPARE 0 20 2 25 26 2 20 0 SPARE 9 5 DISP.WALL RECEPT 10 10 20 1 27 28 1 20 8 5 GROUP RM 126 RCPTS 5 =_= 0 - - 27 28 - - 5 CLIN.DIR.RECEPTS 3 5 20 1 29 30 1 20 5 3 MD OFFICE RECEPTS 5 9 SPARE 0 20 2 29 30 2 30 23 23 EWH-1 3,4 5 CLIN.DIR.RECEPTS 4 6 20 1 31 32 1 20 3 2 OFFICE 121 RECEPTS 5 === 0 31 32 - - 23 23 2,5,7 HAND DRYER UA RR#2 6 6 20 2 33 34 1 20 5 3 OFFICE 119 RECEPTS 5 9 SPARE 0 20 2 33 34 2 50 0 SPARE 9 6 6 - 35 36 1 20 5 3 LOBBY 111 RECEPTS 5 =_= 0 - - 35 36 - 0 VAV CONTROLLER 1 1 20 1 37 38 0 SPACE SPACE 0 37 38 1 15 4 4 HWRP-1 3,4 5 SPD 0 30 2 39 40 0 SPACE 5,6 SPD 0 30 2 39 40 1 15 3 3 MOTORIZED DAMPERS 4 0 41 42 0 SPACE __= 0 41 42 0 SPACE AMPS KVA AMPS KVA BPE CA NO.: 00005898 137 :AMPS PHASE A ACTUAL CONN.LOAD: 141 34 166 :AMPS PHASE A ACTUAL CONN.LOAD: 167 40 BPA&ID CA NO.: AAC002023 145 :AMPS PHASE B NEC DEMAND: 135 32 168 :AMPS PHASE B NEC DEMAND: 153 37 PANEL NOTES: PANEL NOTES: 1) REFER TO PANEL FEEDER SCHEDULE FOR CONDUCTOR AND CONDUIT REQUIREMENTS. 1) PROVIDE(4)SCREWS FOR COVER. 2) REFER TO EQUIPMENT FEEDER SCHEDULE FOR CONDUCTOR AND CONDUIT REQUIREMENTS. 2) REFER TO PANEL FEEDER SCHEDULE FOR CONDUCTOR AND CONDUIT REQUIREMENTS. 3) CONNECT NEW LOAD INDICATED TO EXISTING CIRCUIT BREAKER MADE SPARE PER DEMOLITION/RENOVATION PLANS. 3) REFER TO EQUIPMENT FEEDER SCHEDULE FOR CONDUCTOR AND CONDUIT REQUIREMENTS. 4) PROVIDE GFI TYPE CIRCUIT BREAKER. 4) CONNECT NEW LOAD INDICATED TO EXISTING CIRCUIT BREAKER MADE SPARE PER DEMOLITION/RENOVATION PLANS. 5) PROVIDE NEW CIRCUIT BREAKER AND CONNECT NEW LOAD INDICATED. 5) REMOVE EXISTING CIRCUIT BREAKER MADE SPARE BY DEMOLITION TO ALLOW NEW CIRCUIT BREAKER INSTALLATION. 6) REMOVE EXISTING CIRCUIT BREAKER MADE SPARE BY DEMOLITION TO ALLOW NEW CIRCUIT BREAKER INSTALLATION. 6) PROVIDE NEW CIRCUIT BREAKER AND CONNECT NEW LOAD INDICATED. 7) PROVIDE LOCKABLE BREAKER. 7) PROVIDE LOCKABLE BREAKER. 651 WEST WARREN 8) VERIFY EXISTING EQUIPMENT MOCP IN FIELD.MAKE ADJUSTMENTS AS NEEDED. 8) VERIFY EXISTING EQUIPMENT MOCP IN FIELD.MAKE NECESSARY ADJUSTMENTS AS NEEDED. AVENUE, STE 200 9) CIRCUIT BREAKER MADE SPARE PER DEMOLITION/RENOVATION PLANS. RELABEL AS SPARE. 9) CIRCUIT BREAKER MADE SPARE PER DEMOLITION/RENOVATION PLANS. RELABEL AS SPARE. LONGWOOD, FLORIDA 32750 T 407.331.6116 WWW.BAEONLINE.COM EQUIPMENT FEEDER SCHEDULE JOB NUMBER: 2100570 DATE: 4/7/21 EQUIPMENT VOLTS PH NEUT MOTOR ADDITIONAL HEATER OR MISC TOTAL PNL. DISCONNECT STARTER VOLTAGE WIRE NEUT GND # CONDUIT NOTES DESCRIPTION Y (LARGEST) MOTORS LIGHTING LOAD AMPS AMPS C.B. SIZE FUSE SIZE TYPE DROP PER WIRE WIRE OF SIZE OR H.P. FLA H.P. FLA KW AMPS SIZE AMPS SIZE NEMA PHASE RUNS ( , N AMPS AMPS1 11— I Vj U Q AHU-1 240 1 N 314 6.90 4.8 20.0 27 40 1 N/A N/A 0.61% #8 #10 1 314" (g) A' AHU-2 240 1 N 1/2 4.90 4.8 1 20.0 25 40 N/A N/A 0.57% #8 #10 1 3/4" (g) AHU-3 240 1 N 1/2 4.90 4.8 20.0 25 40 N/A N/A 0.57% #8 #10 1 3/4" (g) W O J HP-1 240 1 N 28.00 1.40 29 60 N/A N/A 0.90% #6 #10 1 3/4" (h),(i) J U HP-2 240 1 N 20.00 1.40 21 45 1N/A N/A 1.04% #8 #10 1 3/4" (h),(i) ' HP-3 240 1 N 20.00 1.40 21 45 N/A N/A 1.04% #8 #10 1 3/4" (nn V w LLl HAND DRYER 240 1 N 6.2 6 20 N/A N/A 0.78% #12 #12 1 1/2" w EWH-1 240 1 N 5.5 22.9 23 30 30 N.F. N/A N/A 1.83% #10 #10 1 1/2" HWRP-1 120 1 Y 1/6 4.40 4 20 N/A N/A 1.17% #12 #12 #12 1 1/2" M V J w W coJ Y GENERAL NOTES: NOTES: (1)-PROVIDE DISC.SW.AT ALL PIECES OF EQUIPMENT,UNLESS OTHERWISE NOTED ON THIS SCHEDULE. (a)-CONNECT VIA LINE VOLTAGE TSTAT.FURNISHED BY MECH.CONTRACTOR. 0 (2)-C.B.,STARTER,DISC.&FUSE SIZES SHOWN FOR REFERENCE ONLY,SIZE AS RECOMMENDED BY EQUIPMENT (b)-CONNECT VIA CONTROL DEVICES FURNISHED BY MECH.CONTRACTOR. _ MANUFACTURER. VERIFY REQUIREMENTS WITH APPROVED EQUIPMENT SHOP DRAWINGS. (c)-CONNECT TO LOCAL LIGHTING SWITCHLEG FROM OCCUPANCY SENSOR. � ` U o,i (3)-PROVIDE NEMA OUTDOOR RATED ENCLOSURES FOR ALL DISC.SWS MOUNTED OUTDOORS. (d)-CONNECT VIA STARTER FURNISHED BY MECH.CONTRACTOR. Q c 1 U) U_ (4)-COORDINATE STARTER TYPE WITH EQUIPMENT PROVIDER. (e)-CONNECT VIA UNIT MTD DISC.SW.FURNISHED WITH EQUIPMENT. Q (5)-E.C.TO VERIFY THAT C.B.'S FOR MOTORS ARE SUFFICIENT TO ALLOW STARTING OF MOTOR,IF (fj-CONNECT VIA 20A MOTOR RATED TOGGLE SWITCH. I _ O J REQUIRED FOR STARTING C.B.TO BE INCREASED TO A MAX OF 225%OF LARGEST MOTOR F.L.A. (g)-VERIFY EXISTING AIR HANDLER MOCP IN FIELD. U o (6)-INCREASE CONDUCTOR SIZES AS REQUIRED TO MAINTAIN A MAXIMUM OF 3%VOLTAGE DROP BASED ON (h)-CONNECT VIA EXISTING NEMA 3R,WALL MOUNTED PULL TYPE DISCONNECT SWITCH. m ACTUAL CIRCUIT LENGTHS AS INSTALLED. (i)-CONNECT VIA EXISTING CONDUIT. S A LA S O B R I E N a (7)-TOTAL AMPS SHOWN DO NOT INCLUDE NON-COINCIDENTAL LOADS. I expect a difference I N 0 N ABBREVIATIONS: N.F.=NON-FUSED _ 3501 Quadrangle Boulevard,Suite 100 w MCP=MOTOR CIRCUIT PROTECTOR C.B. O.L.=THERMAL OVER LOAD ELEMENT Orlando, 32817 (407)380-0400 0 MMS=MAN.MTR.STARTER 20A SW.WITH O.L.AND PILOT I=NEMA I ENCLOSURE CERT.OF AUTH.NO.6106 q MSS=MOTOR STARTING 20A SW.WITHOUT O.L. 3R=NEMA 3R ENCLOSURE N VFD=VARIABLE FREQ.DRIVE UNIT. 4SS=NEMA 4 W.P.STAINLESS STEEL ENCL. ❑ GARY A.WILKERSON,P.E.43167 2 CBMC=COMB.DISC(MCP)AND MAG.MOTOR STARTER(MMC) ❑ KYLE J.KI CARTIER,P.E.53269 a ❑ JEFF A.KIRKMAN,P.E.65629 iY MMC=MAGNETIC MOTOR CONTROLLER W/O.L. Ldha ■ ADAM S.LEVINE,P.E.77010 15 15 21-00570 a, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ADAM S.LEVINE,PE ON DATE E INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. o s AE-601 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H@ SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E E T Adam S Levine Date: 2022.01 .18 N 10:58:28-05 00 0 U 4/7/2021 1:39:16 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 0 } m Q Of O U w DIV. 26 - ELECTRICAL SPECIFICATIONS ❑ Z O 60500 BASIC ELECTRICAL REQUIREMENTS 260529 SUPPORTING DEVICES 265100 LIGHTING U A) ALL WORK AND EQUIPMENT UNDER THIS DIVISION SHALL BE IN STRICT A) ALL EQUIPMENT SHALL BE FIRMLY MOUNTED USING APPROVED HANGERS A) ALL LIGHT FIXTURES SHALL BE FURNISHED COMPLETE WITH LAMPS,AND ALL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE FOLLOWING CODES ATTACHED TO STRUCTURAL PORTIONS OF THE BUILDING. NECESSARY MOUNTING HARDWARE, HANGERS AND TRIM. CONTRACTOR z AND STANDARDS: SHALL COORDINATE AND PROVIDE FIXTURE TRIMS AND SUPPORTS AS O B) SUPPORTING WITH TIE WIRE IS PROHIBITED. REQUIRED FOR THE CEILING SYSTEM BEING FURNISHED. U 1. LIFE SAFETY CODE- NFPA 101 Z ❑ C) LIGHT FIXTURES ON OR IN CEILINGS MAY BE SUPPORTED BY THE CEILING g) ALL FIXTURES SHALL BE U.L. LABELED FOR APPLICATION (I.E. DAMP LOCATION, 2. UNDERWRITERS LABORATORIES, INC. PUBLICATIONS SYSTEM, IF ACCEPTABLE TO CEILING SYSTEM MANUFACTURER AND IS o WET LOCATION ETC.) � Q FASTENED TO THE CEILING FRAMING MEMBER BY MECHANICAL MEANS. U Z_ 3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) C) EMERGENCY LIGHTING UNITS SHALL MEET ALL APPLICABLE CODES AND w ILL. 4. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 260533 RACEWAYS AND OUTLET BOXES STANDARDS, U.L. LISTED/LABELED. o ❑ A) ALL WIRING SHALL BE INSTALLED IN APPROPRIATE RACEWAY SYSTEMS OF D) EMERGENCY LIGHTING UNIT EQUIPMENT WITH INTEGRAL BATTERY BACK-UP, O 5. NATIONAL ELECTRICAL CODE- NFPA 70-2017 EDITION RIGID GALVANIZED CONDUIT, ELECTRICAL METALLIC TUBING, SCHEDULE 40 SHALL BE USED. Z 6. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) PVC, FLEXIBLE STEEL CONDUIT AND LIQUID-TITE FLEXIBLE CONDUIT AS m CONDITIONS AND CODE DICTATE. EMT SHALL BE JOINED WITH STEEL SET 270518 TELEPHONE SERVICE, PATHWAYS, AND WIRING 7. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) SCREW TYPE FITTINGS. PVC SHALL BE USED BELOW GRADE OR IN SLABS A) A TELEPHONE PATHWAY AND WIRING SYSTEM SHALL BE PROVIDED AS ■ ONLY. FOLLOWS INCLUDING: O 8. INTERNATIONAL POWER CABLE ENGINEER'S ASSOCIATION (IPECAC) Z B) ALL CONDUIT SHALL HAVE AN INSULATED COPPER EQUIPMENT GROUNDING 9. NATIONAL ELECTRICAL SAFETY CODE CONDUCTOR THROUGHOUT THE ENTIRE LENGTH OF CIRCUIT WITHIN CONDUIT. 1. SERVICE ENTRANCE PATHWAY CONDUIT AND TELEPHONE TERMINALBACKBOARD. 10. REQUIREMENTS OF LOCAL POWER CORPORATION C) MINIMUM CONDUIT SIZE TO BE 1/2" C. 2. HORIZONTAL PATHWAY CONSISTING OF OUTLET BOXES AND CONDUIT w STUB-UPS TO CEILING CAVITY. Q 11. AMERICANS WITH DISABILITIES ACT(ADA) D) ALL PENETRATIONS THROUGH FIRE RESISTANCE RATED PARTITIONS AND < ❑ OTHER ASSEMBLIES, INCLUDING EMPTY OPENINGS AND OPENINGS g PBX, MAIN DISTRIBUTION FRAME MDF TERMINAL BLOCKS AND TERMINATIONS 12. FLORIDA BUILDING CODE-6th EDITION -2020 ) ( ) w CONTAINING CABLES, CONDUITS AND OTHER PENETRATING ITEMS, SHALL BE AT THE MDF SHALL BE PROVIDED BY THE OWNERS VENDOR. z 13. LOCAL CITY AND COUNTY CODES FIRE-STOPPED TO PRESERVE THE FIRE RESISTANCE RATING OF THE ASSEMBLY. FIRE-STOPPING SHALL COMPLY WITH THE FOLLOWING: w w > — U) — O z w J B) ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE EITHER Of 1. COMPATIBILITY: PROVIDE FIRESTOPPING COMPOSED OF w UL LABELED, UL LISTED OR BEAR THE SEAL OF A NATIONALLY RECOGNIZED o COMPONENTS THAT ARE COMPATIBLE WITH EACH OTHER, THE w (Do ELECTRICAL TESTING LABORATORY. Z o SUBSTRATES FORMING OPENINGS, AND THE ITEMS, IF ANY, O > o O C) THE WORK REQUIRED UNDER THIS DIVISION SHALL INCLUDE ALL MATERIALS, PENETRATING THE FIRESTOPPING UNDER CONDITIONS OF SERVICE Z w0 U Y o p LABOR AND AUXILIARIES REQUIRED TO INSTALL A COMPLETE AND PROPERLY AND APPLICATION, AS DEMONSTRATED BY FIRESTOPPING Q 2 u) � (U cal wo Z) OPERATING ELECTRICAL SYSTEM. MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. U � Q U) cn 0 I d 0 D) THE CONTRACTOR SHALL FURNISH, PERFORM, OR PROVIDE ALL LABOR 2. FIRESTOPPING SHALL BE LISTED IN THE UNDERWRITERS INCLUDING PLANNING, PURCHASING, TRANSPORTING, STORING, INSTALLING, LABORATORIES FIRE RESISTANCE DIRECTORY AND INSTALLATION TESTING, CUTTING AND PATCHING, TRENCHING, EXCAVATING, BACKFILLING, SHALL BE IDENTICAL TO THAT SHOWN IN THE DIRECTORY. COORDINATION, FIELD VERIFICATION, EQUIPMENT(INSTALLATION AND E) OUTLET BOXES SHALL BE GALVANIZED STEEL. BOXES SHALL BE 4"SQUARE SAFETY), SUPPLIES, AND MATERIALS NECESSARY FOR THE CORRECT INSTALLATION OF COMPLETE ELECTRICAL SYSTEMS (AS DESCRIBED OR AND 1-1/2" DEEP GENERALLY. LARGER BOXES WILL BE USED AS REQUIRED BY IMPLIED BY THESE SPECIFICATIONS AND THE APPLICABLE DRAWINGS) IN CODE. DO NOT INSTALL FLUSH MOUNTED BOXES BACK-TO-BACK IN WALLS. STRICT ACCORDANCE WITH APPLICABLE CODES, WHICH MAY NOT BE F) INSTALL BOXES TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND REPEATED IN THESE SPECIFICATIONS, BUT ARE EXPECTED TO BE COMMON OTHER ELEMENTS. KNOWLEDGE OF QUALIFIED BIDDERS. PRIOR TO SAW CUTTING OR CORE DRILLING, THE AREA SHALL BE CERTIFIED CLEAR OF EMBEDDED ELECTRICAL 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS WIRING. A) PROVIDE WIRE MARKERS FOR NEW CONDUCTORS AT ALL PANELBOARDS, E) THE SPECIFICATIONS (DIVISION 26)AND CONTRACT DOCUMENTS REFERS TO JUNCTION BOXES,WIREWAYS, ETC. WORK REQUIRED IN ADDITION TO (OR ABOVE)THE MINIMUM REQUIREMENTS OF THE NEC AND APPLICABLE LOCAL CODES. ALL WORK SHALL COMPLY WITH B) IDENTIFY ALL CONCEALED OUTLET AND JUNCTION BOXES WITH PERMANENT ALL APPLICABLE CODES AS A MINIMUM AND WITH THE ADDITIONAL BLACK MARKER INDICATING PANEL AND CIRCUIT NUMBER, OR TYPE OF BIDE CA NO.: 00005898 REQUIREMENTS CALLED FOR IN THESE CONTRACT DOCUMENTS (PLANS AND SYSTEMS (FIRE ALARM, TELECOMM, ETC.). BPA&ID CA NO.: AAC002023 SPECS). C) PROVIDE PHENOLIC NAMEPLATES FOR ALL NEW EQUIPMENT IN ELECTRICAL F) SPECIAL REQUIREMENTS: SUBMIT TECHNICAL INFORMATION ON ALL ROOM. LU EQUIPMENT INCLUDING ALL LIGHTING, DISTRIBUTION EQUIPMENT AND SPECIAL D) PROVIDE PRINTED ADHESIVE LABELS FOR RECEPTACLES. SYSTEMS. MARK UP PRINTS OF THE DESIGN DRAWINGS WITH RED PENCIL SHOWING AN ACCURATE "AS-BUILT" RECORD OF THE ENTIRE SYSTEM. TEST 262726 WIRING DEVICES EACH ITEM OF EQUIPMENT. A) ALL RECEPTACLES SHALL BE 20 AMP, 125 VOLT GROUNDING TYPE, 260519 BUILDING WIRE AND CABLE SPECIFICATION GRADE. A) ALL BRANCH CIRCUITS SHALL BE COPPER WITH THWN/THHN INSULATION. g) SWITCHES SHALL BE 20 AMP, 120V SILENT TYPE, SPECIFICATION GRADE. MINIMUM SIZE#12 AWG. C) RECEPTACLES LOCATED WHERE WATER OR WET CONDITIONS EXIST SHALL BE B) FEEDERS SHALL BE THWN/THHN STRANDED COPPER. SEE FEEDER SCHEDULE ON GROUND FAULT CIRCUITS OR BE GROUND FAULT INTERRUPTING TYPE. 651 WEST WARREN FOR ADDITIONAL DETAILS. AVENUE, STE 200 D) DEVICE PLATE COLOR SHALL BE AS SELECTED BY ARCHITECT. DEVICE PLATES LONGWOOD, FLORIDA 32750 C) COLOR CODING SHALL COMPLY WITH THE APPLICABLE NATIONAL ELECTRICAL SHALL BE NYLON. T 407.331.6116 CODE FOR GROUNDED CONDUCTORS. PHASE CONDUCTORS SHALL BE BLACK, WWW.BAEONLINE.COM RED, BLUE FOR 120/208V SYSTEMS. E) OUTSIDE UTILITY RECEPTACLES ARE REQUIRED TO BE LOCATED 30"ABOVE FINISHED GRADE. D) ALL FEEDERS AND BRANCH CIRCUITS SHALL BE PROVIDED WITH AN EQUIPMENT GROUNDING CONDUCTOR. 262813 ENCLOSED DISCONNECT SWITCHES E) EXTERIOR LOCATIONS: A) DISCONNECT SWITCHES SHALL BE HEAVY DUTY AND SHALL USE A QUICK-MAKE, QUICK-BREAK MECHANISM WITH AN ENCLOSURE OF A NEMA ALL TAPS AND SPLICES SHALL BE MADE WITH COMPRESSION TYPE TYPE CONFORMING TO THE AREA IN WHICH IT IS INSTALLED. CONNECTORS AND COVERED WITH RAYCHEM HEAVY WALL CABLE SLEEVES (TYPE CRSM-CT, WCSM OR MCK)WITH TYPE "S"SEALANT COATING WITH B) DISCONNECTS FOR MOTORS SHALL BE HORSEPOWER RATED. SLEEVE KITS AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS OR BE TERMINATED/DISCONNECTED TO TERMINAL STRIPS IN ABOVE GRADE C) FUSIBLE DISCONNECT SHALL BE PROVIDED WITH CURRENT LIMITING TYPE v TERMINAL BOXES SUITABLE FOR USE. FUSES AND REJECTION CLIPS. FUSES SERVING MOTOR LOADS SHALL BE DUAL Q ELEMENT TYPE. F) INTERIOR LOCATIONS: U � 264313 SURGE PROTECTION DEVICES J ALL (NON-ELECTRONIC SYSTEMS)COPPER TAPS AND SPLICES IN #8 AWG AND W Q SMALLER SHALL BE FASTENED TOGETHER BY MEANS OF SPRING TYPE WIRE A) A COMPLETE SURGE SUPPRESSION SYSTEM SHALL BE PROVIDED FOR THE �PROTECTION OF BUILDING ELECTRICAL AND ELECTRONIC SYSTEMS FROM THE < 0 () NUT CONNECTORS. ALL COPPER TAPS AND SPLICES LARGER THAN#8 AWG SHALL BE MADE WITH COMPRESSION TYPE CONNECTORS OR SPLIT BOLT EFFECTS OF LINE INDUCED TRANSIENT VOLTAGE SURGE AND LIGHTNING J CONNECTORS AND PROVIDED WITH INSULATION EQUAL TO THE CONDUCTOR DISCHARGE. EACH ELECTRICAL SERVICE PANEL AND BRANCH PANEL SHALL BE U U_ 0 INSULATION. EQUIPPED AS NOTED ON THE DRAWINGS. SURGE DEVICES SHALL BE r I� ., DESIGNED FOR THE SPECIFIC VOLTAGE, PHASES,AND ENVIRONMENT OF THE V w w G) CONDUCTOR INSULATION AND MULTI-CONDUCTOR CABLE APPLICATIONS AND EQUIPMENT BEING PROTECTED, LISTED AND LABELED BY UNDERWRITERS WIRING METHODS: LABORATORIES AND INSTALLED IN ACCORDANCE WITH ALL APPLICABLE NFPA U CODES INCLUDING NFPA 780 AND NFPA 70. PROTECTION SHALL ALSO BE v 1. SERVICE ENTRANCE, FEEDER AND BRANCH CIRCUIT: PROVIDED FOR FIRE ALARM EQUIPMENT AND CONDUCTORS AS WELL AS J z COMMUNICATIONS AND CONTROL WIRING IN ACCORDANCE WITH THE J 0 TYPE THWN/THHN, SINGLE CONDUCTORS IN RACEWAY. EQUIPMENT MANUFACTURERS INSTRUCTIONS FOR SURGE PROTECTION. Uj Q Y T 2. CLASS 1 CONTROL CIRCUITS: g) ALL PRODUCTS SHALL BE MANUFACTURED BY ONE OF THE FOLLOWING: + C) TYPE THWN/THHN, IN RACEWAY. L.L 1. PQ PROTECTION Q U 3. CLASS 2 CONTROL CIRCUITS: '^ w �I 2. SQUARE D; SCHNEIDER ELECTRIC C) '�^J 76 TYPE THWN.THHN, IN RACEWAY. 3. SURGE SUPPRESSION INC. U) o U U J rq r O SALAS O'BRIEN expect a difference I o 0 N d 3501 Quadrangle Boulevard,Suite 100 w Orlando,FL 32817 (407)380-0400 0 CERT.OF AUTH.NO.6106 N N U N ❑ GARY A.W ILKERSON,P.E.43167 2 ❑ KYLE J.CARTIER,P.E.53269 a ❑ JEFF A.KIRKMAN,P.E.65629 ■ ADAM S.LEVINE,P.E.77010 21-00570 m THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ADAM S.LEVINE,PE ON DATE E INDICATED IN DIGITAL SIGNATURE USING A SHA-1 AUTHENTICATION CODE. o AE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE H -91 0 � SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. E T E Date: 2022.01 .18 T Adam S Levine 10:59:45-05'00' 0 U 4/7/2021 1:39:16 PM