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HomeMy WebLinkAbout600 Aero Ln 18-3234 (a)ARCHITECTURE August 27, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Job # 17291 Permit Number: 18-3234 C+A,-bite-t-,-, L.L•C• To Whom It May Concern: 135 W Ccntral Blvd. y Suite 3'0 This document is in response to the code comments received. The code comments are Orlando, Florida 32801 addressed on plans attached and response is listed below: p '07363.6136 AA2600109 CLIENT COMMENTS: Mechanical: Comment., Provide 4" PVC underground to house copper lines from CU to AHU Response: Please see mechanical dwgs. Plumbing: Comment: T -off from sanitary line and run to far side of building to install floor clean out Response: Please see plumbing dwgs. Electrical: Comment. Move condenser units to back of building Response: Please see electrical dwgs. Electrical. Comment. Add GFI's to warehouse Response: Please see electrical dwgs. Electrical. Comment: Please revise warehouse lighting plan - use less factures if possible Response: Please see electrical dwgs. Electrical.- Comment. lectrical.Comment. Remove light poles from site —add wall packs to north elevation Response: Please see electrical dwgs. PERMIT LONGWOOD, FLORIDA 32779 ��N REMr PHONE: (407) 376-5648 R ,o, FAX• 18661 357 3523 �— CONTACT: ALEX PIPER I I Q 114 EMAIL: ALEXPIPERPE@GMAIL.COM Offm _ �wAtO:MCE PROPERTY DESCRIPTION: `/ — — — — — — 115 STRUCTURAL: i _ I _ _ I 19 _ I _I _ E THE SOUTH 226.00 FEET OF BLOCK 14, M.M. SMITH'S SUBDIVION, — ACCORDING TO THE PLAT THEROF AS RCORDED IN PLAT BOOK 11 PROJECT SQUARE FOOTAGE: 55, BUSINESS (B) SEMINOLE TOTAL STORAGE S.F...............................................= 10,420 SO. FT. TOTAL BUSINESS S.F................................... = 4,611 SO. FT. TOTAL BUILDING S.F. 15,031 SO. FT. CONSTRUCTION TYPE: TYPE IIB - (SPRINKLERED) - OCCUPANCY: A201 BUILDING FLOOR PLAN & REFLECTED CEILING PLAN S-1, B - BUSINESS PER FLORIDA BUILDING CODE, SIXTH EDITION (2017) NO SEPARATION REQUIRED PER SECTION 508.3.3. AND A202 ROOF PLAN TABLE 508.4 OCCUPANCY SEPARATION. 4 -11-30-18 APPLICABLE BUILDING CODES: • FLORIDA BUILDING CODE, SIXTH EDITION (20171 • FLORIDA ENERGY CODE, SIXTH EDITION (2017) A303 DUMPSTER ENCLOSURE DETAILS • FLORIDA MECHANICAL CODE, SIXTH EDITION (2017) • • FLORIDA PLUMBING CODE, SIXTH EDITION (2017) • EXISTING BLDG. FLORIDA BUILDING CODE, SIXTH EDITION (2017) • FLORIDA ACCESSIBILITY CODE, SIXTH EDITION (2017) • FLORIDA FIRE PREVENTION CODE, SIXTH EDITION STRUCTURAL • 2014 NATIONAL ELECTRIC CODE 07-1s-18 S002 DUMPSTER DETAILS • NFPA 101 LIFE SAFETY CODE, 2015 EDITION 07-19-18 S201 STRUCTURAL DETAILS • 2013 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2 3 4 5 6 N OVERALL PLAN SCALE. 1/8" - 1'-0' 0 PAGE 55, OF THE PUBLIC RECORD OF SEMINOLE COUNTY, FLORIDA, LESS THE EAST 20.00 FEET THEREOF FOR AERO LANE. NOTES: ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. PROJECT NO.: 17291 DATE: 'JULY 19, 2018 SANFORD BUILDING DIVIS10I.I A PEftf3;T !SS'UED SHALL BE CONSTRUED TO BE A , -- E TO PROCEED VOTH THE WORK AND NOT AS I �Al.- rHr,RITY TO VIOLATE, CANCEL, ALTER OR SET A` A`�y OFTHE P GVISiONS OF THE TEC.i Nil- Dc` NO SHILL i3SUANCE OF A PERtAiT PREVENT vV - E U;L�l-I OFFICIAL FROM TFiEREAFrER -�t cfN ; MIORRtW" : GF Eri?ORS IN PLANS, ^1'S OF THIS CODE F.U`CTICiN 0R V!CLAT10 DEC 17 20118 PERMIT # I e'•. 3 L 3 y ARCHITECTURAL 4 11-30-18 COVER SHEET o7 -1s-18 • A100 ARCHITECTURAL SITE PLAN • -A101 LIFE SAFETY PLAN ! A200 OVERALL FLOOR PLAN A201 BUILDING FLOOR PLAN & REFLECTED CEILING PLAN 2 08-27-1a A202 ROOF PLAN • 4 -11-30-18 A301 DXTERIOR ELEVATIONS A302 ENLARGED RESTROOM PLAN/ELEVS & BREAK ROOM PLAN/ELEVS a A303 DUMPSTER ENCLOSURE DETAILS • A401 WALL SECTIONS A501 SCHEDULES, ELEVATIONS AND DETAILS STRUCTURAL 07-1s-18 S001 STRUCTURAL NOTES AND WIND PRESSURES 07-1s-18 S002 DUMPSTER DETAILS 07-19-18 S101 FOUNDATION PLAN 07-19-18 S201 STRUCTURAL DETAILS MECHANICAL • 4 11-30-18 M200 MECHANICAL PLAN & SCHEDULES 2 08-27-18 M400 MECHANICAL DETAILS PLUMBING 4 11-30-18 P100 OVERALL PLUMBING PLAN s 4 11-30-18 P200 PLUMBING PLANS & ISOMETRICS 2 08-27-18 P400 PLUMBING SCHEDULES AND DETAILS ELECTRICAL - 2 08-27-18 E101 ELECTRICAL SITE PLAN, ONE LINE DIAGRAM 2 08-27-18 E102 PHOTOMETRIC SITE PLAN • 4 11-30-18 E201 LIGHTING PLAN 4 11-30-18 E202 POWER PLAN VULCAN - METAL BUILDING - COVER SHEET GENERAL NOTES SHEETI ANCHOR BOLT PLAN SHEET2 ANCHOR BOLT PLAN SHEET3 ANCHOR BOLT DETAILS & REACTIONS SHEET4 MAIN FRAME ELEVATION SHEET5 MAIN FRAME ELEVATION SHEET6 FASTENER DETAILS SHEE17 ROOF FRAMING SHEET8 ROOF SHEETING SHEET9 SIDEWALL FRAMING SHEETIO SIDEWALL FRAMING SHEETII SIDEWALL FRAMING SHEETI2 SIDEWALL FRAMING SHEEII3 ENDWALL FRAMING SHEEII4 ENDWALL FRAMING SHEEII5 ENDWALL FRAMING SHEETI6 ENDWALL FRAMING SHEETI7 FASTENER DETAILS 0000000000000 NOTES: 1. ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. 2. SEE SHEET A101 FOR LIFE SAFETY AND PLUMBING FIXTURE CALCULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. REVISIONS: A08/14/18 City Comment Revision Q2 08/27/17 Owner Comment Revision Q3 9/04/18 Owner Comment Revision Q4 11/30/18 Owner, Change Revision ° ° o � o AR9 11/30 ,2018 e� RSD 4 11-30-18 o7 -1s-18 • 4 11-30-18 • 4 11-30-18 ! 4 -11-30-18 07-19-18 2 08-27-1a • 4 -11-30-18 07-19-18 a 4 11-30-18 • 4 11-30-18 NOTES: 1. ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. 2. SEE SHEET A101 FOR LIFE SAFETY AND PLUMBING FIXTURE CALCULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. REVISIONS: A08/14/18 City Comment Revision Q2 08/27/17 Owner Comment Revision Q3 9/04/18 Owner Comment Revision Q4 11/30/18 Owner, Change Revision ° ° o � o AR9 11/30 ,2018 e� RSD :OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. 5 6 B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). — PRE—ENGINEERED ALUMINUM CANOPY E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. —CLEAR ANODIZED WITH INTERNAL GUTTER F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND AND FLAT SOFFIT PANEL ENGINEERED AND GYPSUM BOARD). Oil Oilf CONFERENC ROOM 101 PLAN ROOM 106 B EA RO n� OFFICE 107 108 PERMITTED BY OTHERS. G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL Drawn By H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. I I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT ,�tA a o a a 'aD L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO t1 REVIEW. I K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST_ CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. _ L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL - CONDITIONED SPACE AS NECESSARY. RECEPTION I 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE ' 100 NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE II I WITH OWNER. - Q. ` SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE W ( SPECIFIED. j R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN V L CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST HA AY f BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. , OFFICE „4 WALL TYPES: 1 E DIM6 NOTES: ' EXISTING CONSTRUCTION TO REMAIN NEW WALL PARTITION OFFICE I 1. ALL WALLS TO EXTEND 10'-0' A.F.F., UNLESS OTHERWISE NOTED. 113 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS _® FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER—DRIVEN FASTENERS NOT EXCEEDING 24' O.C. AND NO MORE THAN 2' FROM I( EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %' TYPE S PAN HEAD SCREWS K ON BOTH SIDES OF STUD FLANGE. M C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE OFFICE FASTENED WITH 'MOLLY'—TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR 112 SCREWS INTO CHANNELS, SPLINES, 'T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM — G SPACING OF 48" OR LESS TO MATCH CEILING GRID. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. I E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. I F PROVIDE LEVEL 3 IN WAREHOUSE AREA HALLWAY 115 of STORAGE 102 W1 3%' 25 GA. METAL STUDS ® 24" O.C. WITH %" - / I - GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. ( W2 3%" 25 GA. METAL STUDS ® 24' O.C. WITH V GYP. — BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL OFFICE SEE SEE 2/A401. .. 111 � W3 _ _ 6" 18 GAUGE STEEL STUDS ® 24" O.C. WITH AN ALLOWABLE I DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF (1) LAYER %" GYPSUM WALL BOARD TYPE "C" ON BOTH SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION IN EACH STUD CAVITY. SEE 3/A401. I 3%" 25 GA. METAL STUDS ® 24" O.C. W/ %" GYPSUM HALLWAY BOARD ONE SIDE AND R-13 BATT INSULATION PLUS , _ -opt 115 20 R-4.5 CONTINUOUS INSULATION. LOCATED %" OFF EXTERIOR WALL NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. 0 F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. OFFICE 2 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 116 _ O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O UPPER AND LOWER CABINETRY. f�5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT L +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. O 4'x8'x-' PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH _ ADJACENT WALL. COVER ALL WALLS. - O6' DIA. CONCRETE FILLED PIPE BOLLARD 4'-0"_ TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. _ O9 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30' LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. _ 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. I�oITE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL13 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE 0 OF THE TRIBUTARY GUTTER. TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. 14 FIRE RISER. PERMIT 1 ARCHITtCTURE f 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 1 M26001097 I Copyright 2018 - } Scope Drawings: These drawings indicatethe general scope of the project in terms of architectural design concept, the dimensions ` of the building, the major architectural elements and the type of structural, mechanical and electrical systems.I I The drawings do not necessarily indicate or describe all 'work required for full perfomance and completion of the requirements of the contract. ' On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion -of the work. - Issue Date Drawn By Checked By � 07/19/18 CC CMS Certified By-' F°L© T�Ao oo s• � , �R91246 00q.- 4 V %30%'10] 8 AP ,�tA a o a a 'aD � GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED 4 BY ARCHITECT. O NOT 5 6 B. PROVIDE WOOD BLOCKING SCALE PORTSI AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 2 D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN A3ot — PRE—ENGINEERED METAL ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). - CANOPY BY OTHERS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 8 8 8 8 8 8 8 8 13 F. - APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). 6'-6" 12'-0" 13'L0" 12'-0" 13'0" 12'-0" 8'-0" ( 12'-0" 6'-2" 111'-8" r -- — — — — — -, —"— — — — —,- „ G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. A e I ALL — — — — — — — — — — — — — — — — — — — — — — — — — — — A J. NTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO _ I REVIEW. O O O O FI E ( K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT RI Rp I THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND 13 1 13 1 13 1 13 1 0 I FLORIDA BUILDING CODE. C I j L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES -PRE–ENGINEERED METAL AS SHOWN. PRE–FABRICATED METAL PRE–FABRICATED METAL PRE–FABRICATED METAL I CANOPY BY OTHERS. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. _ I BUILDING BY OTHERS BUILDING BY OTHERS BUILDING - BY OTHERS CONFERENC _ I - N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL ROOM RECEPTION CONDITIONED SPACE AS NECESSARY. I0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE FE 101 100 NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL " I I P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE ,M 20 1 1 1 1 I WITH OWNER. I Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE - PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. — - — — — — — C S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN JEll CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. PRE-FABRICATED METAL RES R HALLWAY T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BUILDING BY OTHERS ( 1 03 115 BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. . OFFICE _ FE 114 _ PLAN NOTES: OFFICE ROO I " 120 04 O REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 2 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O NEW SINK.' SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. OFFICE O UPPER AND LOWER CABINETRY. 5 O�I9 PLAN ROM 1 E F 106 O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. _ A401 _ 6 SEMI +54" FIRE EXTINGUISHER CABINET AND ARE EXTINGUISHER. MOUNT TOP. AT - O ' +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 I _ FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY 1 OFFICE r I - ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE 118 I l THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" BREAK A3ot ABOVE THE FLOOR. ROOM _ I WAR HOUSE — — — 105 7 4'x8'xY4" PLYWOOD FIRE–TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH r OFFICE " O ADJACENT WALL COVER ALL WALLS. '1 M 112 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL-ON SHEET A401. 3 1 ( ( l l O NEW HI–LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. - OFFICE . A301 co _ 107 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED I " O PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION.' SEE PLUMBING DRAWINGS. _ HALLWAY O 1 1 1 RES R 115 OFFICE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. u 109 111 1 - 13 DOWNSPOUT LOCATION. – CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE H MECH. I OF THE TRIBUTARY GUTTER. — — - 1 O FE— — 14 FIRE RISER. PRE–FABRICATED METAL ZESTROOM " WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE BUILDING – BY OTHERS 1 0 15 EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR I AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET.' ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND I HALLWAY - THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 115 200 OVERHEAD DOOR NOTES: 0 OVERHEAD SECTIONAL STEEL DOOR, 12'-0" WIDE x 12'-0" TALL, POWER OPEN I OPERATION VERTICAL LIFT & UNINSULATED. SEE ELEC. DWGS. ( 1 OF�jE K ® I " PRE—FABRICATED METAL PRE—FABRI ATED METAL BUILDING — BY OTHERS BUILDING BY OTHERS OFFICE I 116 I 13 t 3 t 3 STORAGE 1 I 13 02 _ I m L _ o Li n Li L 10'-0" 3'-4" - 111'-8" 13 13 A201 _ 4 - A301 • Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. - On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the ` proper execution and completion of the work. Issue Date Drawn By Issue Date Drawn By Chocked CMS CAIS Issue Date Drawn By By Checked By 07HY/18 07/19/18 CC CC CMS CAIS Drawing Number. A2 00 'Project Number. _ .17291. .: GENERAL NOTES: WALL TYPES, A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN NOTES: _ OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIEDEXISTING CONSTRUCTION TO REMAIN BY ARCHITECT. DO NOT SCALE DRAWINGS. - B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. NEW WALL PARTITION - C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.- D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN 1. ALL WALLS TO EXTEND 10 -0 A.F.F., UNLESS OTHERWISE NOTED. ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. J. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURERS MINIMUM REQUIREMENTS E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEWNG SUSPENDED ITEMS. 5 6 F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (LE. STOREFRONT AND FOR FLOOR AND CEILING ATTACHMENT. BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION.- UNLESS OTHERWISE APPROVED,- IN NO CASE SHALL THE ATTACHMENT BE GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL LESS THAN THE FOLLOWING: - PRE-ENGINEERED METAL _ H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE. WITH WALL A. ALL STEEL .STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE - PRE-ENGINEERED METAL FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR CANOPY BY OTHERS. - CANOPY BY OTHERS. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM L/120. EACH END. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %" TYPE S PAN HEAD SCREWS t._0» � F---------------� -� ( CEILING HEIGHT � r--------------� - REVIEW. ON BOTH SIDES OF STUD FLANGE. " LEV. +10'-0 K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT 12 -0 6 -2 4'-0-.1 6 4 16 -0 -7 ( I I THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE I I FLORIDA BUILDING CODE. FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR - - -- - I A ° _ _ - - - - ° - _ - - - I A L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM - - - - - - - W2 - - _ ( _ .- - :. • . - -. - I AS SHOWN. SPACING OF 48" OR LESS TO MATCH CEILING GRID. FIRE 1ppp o i O- M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. RISER INSULATION 1 t I N. PROVIDE GYPSUM BOARD, FURRING, AND SU ON EXTERIOR W . 1000 1'_3J GLASS WALL t'-0"� I LATIO RIOR ALL- IN ALL E PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE CONDITIONED SPACE AS NECESSARY. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA 3 f BY OTHERS. I ( I D -. 0` I 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE 14 I p I ( » , 3 -3 yy NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL W1 3 25 GA. METAL STUDS ® 24 O.C. WITH _ - 10 a I .. . P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, N &TELEPHONE. COORDINATE GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. "� o ( . O' : O. - Q I WITH OWNER. CONFERENCE _ 1 RECEPTION _ I CEILING. HEIGHT = I Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION UNLESS OTHERWISE " 25 GA. METAL STUDS 0 24' O.C. WITH " GYP. _ W3 ROOM N 100 N I OPEN TO" DECK I SPECIFlED. W2 BOARD EACH SIDE &ONE LAYER SOUND BATT INSUL _ N 101 ❑ _ ^� l R. ALL WALLS SCHEDULED TO REMAIN I.E. CORE WALLS, AND DEMISING WALLS SHALL BE EE 2/A40 SEES 1. " I _ PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 13'-3" 20'-11 I S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VW3 VISIBLE FROM THE STREET. IN _ ( ( - • . - - • .-- - - 6 18 GAUGE STEEL STUDS ®24" O.C. WITH AN ALLOWABLE 4 I CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. O O O I DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF 01 A302 W4 f ( T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BULK HEAD HEIGHT (1) LAYER" GYPSUM WALL BOARD TYPE "C" ON BOTH 4 _= J p : - : BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. i ELEV.9 -10' - - -� SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION IN EACH STUD CAVITY. SEE 3/A401. 106 3 W 3 a \/ 0 114 OL CEILING HEIGHT PLAN NOTES. ° 6" 14'-s" RE M HALLWAY » ELEV. +9'-0° ' 103 ' - 115 OFFICE _ 5) _ 1 Q4 , 6" W4 3 " 25 GA METAL STUDS ®24" O.C. W/ 'GYPSUM ' Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. ' 101p, 6 BOARD ONE SIDE AND R-13 BATT INSULATION PLUS t2o 3 6 m 114 N 2 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. R-4.5 CONTINUOUS INSULATION. LOCATED" OFF yy O EXTERIOR WALL W4 0 - 3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. OFFICE W3 R00 O W2 i J> --CEILING HEIGHT �� W2 120 N 04 °O D ELEV. +10'-0" NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. ❑ i ' » O4 UPPER AND LOWER CABINETRY. 6 -3 616- 1014 F(X) =FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. 113 3 W4 _ _ t�5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. _ a GENERAL CEILING NOTES: 119 3 N OFFICE 6p SEMI RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT �3 113 =1H "' FFiCE - ( +54 A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 ALL WALLS GO TO UNDERSIDE OF CEILING GRID LES UNLESS NOTED AS FOLLOWS: PLAN RO M J E - - E SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT D(CEED 75 W2 119 106 m 14'-0" o FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY » , now -W2 W4 ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE 6 WALL EXTENDS 6 ABOVE GRID/TILES. 300 7 THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" p N 4 4 N BULK HEAD HEIGHT ABOVE THE FLOOR. WALL EXTENDS TO DECK ABOVE. 1t8 3 112 . 3 `n ELEV. +9'-10" » .. 4x8 x PLYWOOD FIRE -TREATED PHONE BOARD BOT. 12 A.F.F. PAINT TO MATCH 2, LIGHTS, DIFFUSERS, AND SPRINKLER HEADS ARE SHOWN FOR LOCATION ONLY. SEE OFFICE ( t05 I CEILING HEIGHT D O ADJACENT WALL. COVER ALL WALLS. 0 CEILING HEIGHT 118 I N LEV. +10'-0" g ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. ❑ _ I _ J W4 ELEV. +10'-0" , 3. ALL SUSPENDED ACOUSTICAL CEILINGS ARE TO BE AT -1 UNLESS NOTED OTHERWISE. W2 cc �I 12 BREAK cc m » I O O 6" 8 6 DIA. CONCRETE FILLED PIPE BOLLARD 4'-0- TALL W/ ROUNDED CAP AND PAINT 4. NEW CEILING TILE SHALL BE CENTERED IN THE ROOM WITH GREATER THAN )� TILE OOM 14 -0 _ O SAFETY YELLOW. SEE DETAIL ON SHEET_ A401. AROUND THE PERIMETER. UNLESS _SHOWN OTHERWISE. -N 2 105 OFFICE '� 9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 5. INSTALL R-19 FIBERGLASS BATT INSULATION ABOVE ALL ACOUSTICS CEILING PANELS W2 W2 O 112 � O N CEILING HEIGHT _ - 10 PANELNEW SNBEHRNDOSINKNPRQVIDE 30"K. DRYWALL CONNRACTOR TO XIBLE HOSEDAND HOSE�CLAMP REINFORCED CEILING LEGEND: 3 LEV. +10'-0" v PLUMBING DWGS. FOR ADDITIONAL INFORMATION. t 3'-0" ` II - OFFICE I 1'- I I D f R AT -1, NEW 2'x2' SUSPENDED ACOUSTIC CEILNG GRID. 2x2 WHITE, ' 0 107 m �, W4 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. ARMSTRONG DUNE CEILING 24"x24"x5/8" W/ BEVELED EDGE OR - 0 111 3 6" = O EQUAL, WHITE, OR APPROVED ALTERNATE. W3 _ `� CEILING HEIGHT 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 6'-3" 107 ELEV. +10'-0" 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE , O OF THE TRIBUTARY GUTTER. NEW 2x2 RETURN DUCT. SEE MECH. DWGS. t 1 _ C-41 3 los HALLWAY 3 m ED p 14 FIRE RISER. - REST M 115 OFFICE W4 N NEW 2x2 SUPPLY DUCT. SEE MECH. DWGS. � w31 pg I I 1 � 111 0 1 .1 CEILING HEIGHT 6 6" ! 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE OILEXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR 1­1MECH. r W2 6 �' ELEV-. + ' AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL ❑ NEW 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE. 1® 3 FE- I - _ - I EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE O w g TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 0 ABOVE THE FLOOR AND O NEW 4 RECESSED COMPACT FLUORESCENT FIXTURE. 0 W3 ES1 ROOM W2 _ D 6" THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. W31 110 14'-0" LilI BULK HEAD HEIGHT ® NEW LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD _ t W4 ELEV. +9'-10" Revisions: - LO o °O ® NEW DIRECTIONAL LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD A08/14/18 City Comm. LIFE SAFETY SUMMARY `o I 3 ( M 3 HALL WAY y `� 11/30/18 O OCCUPANT LOAD (PER FLORIDA BUILDING CODE - 6TH EDITION) BUSINESS (B OCCUPANCY): OTHER 4,065 S.F. : (BUSINESS USE) = 40 OCCUPANTS (1 PER 100 S.F.) 153 S.F. (A-2 USE-BREAKROOM) = 10 OCCUPANTS (1 PER 15 S.F.) , 344 S.F. (A-3 USE -CONFERENCE) = 23 OCCUPANTS (1 PER 15 S.F.) 10,470 S.F. (S-1 USE -STORAGE) = 21 OCCUPANTS (1 PER 500 S.F.) TOTAL BUILDING OCCUPANTS = 94 .02 MIN. MEANS OF EGRESS 40 PEOPLE = 1.0 FIXTURES- BUSINESS (B USES MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300' FT. MAXIMUM PROVIDED TRAVEL DISTANCE = 70'-6" FT. MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 73 OCCUPANTS = 14.6 IN. REQUIRED (102 IN. PROVIDED) STORAGES -1 USES. MAXIMUM ALLOWABLE TRAVEL DISTANCE = 400' FT. (FULLY SPRINKLED) MAXIMUM PROVIDED TRAVEL DISTANCE = 132'-5" FT. MAXIMUM ALLOWABLE COMMON TRAVEL PATH _ 100' FT. (FULLY SPRINKLED) MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH= 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED _ .2 IN. .2 INCHES x 21 OCCUPANTS = 4.2 IN. REQUIRED (136 IN. PROVIDED) TRAVEL DISTANCE -> - W1101 OV. EXHAUST FAN A 4 PLUMBING FIXTURES A� - REQUIRED FIXTURES -BUSINESS 40 OCCUPANTS (PER FLORIDA BUILDING CODE 6TH EDITION)) LAVATORIES - DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 25 FOR FIRST 50/ t PER 40 FOR FIRST 80/ 1 PER 500 ` 1 SERVICE SINK 1 PER 50 EXCEEDING 50 1 PER 80 EXCEEDING 80 1 PER 100 .02 MIN. 40 PEOPLE = 1.8 FIXTURES 40 PEOPLE = 1.0 FIXTURES- 0.9 MIN. 0.9MIN. 0.5 MIN. REQUIRED FIXTURES -ASSEMBLY (A-2 = 10 OCCUPANTS) (A-3 = 23 OCCUPANTS) .40 MIN. TOTAL REQUIRED FIXTURES:_ TOTAL PROVIDED FIXTURES: WATER CLOSETS LAVATORIES - DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 25 FOR FIRST 50/ t PER 40 FOR FIRST 80/ 1 PER 500 ` 1 SERVICE SINK 1 PER 50 EXCEEDING 50 1 PER 80 EXCEEDING 80 1 PER 100 .02 MIN. 40 PEOPLE = 1.8 FIXTURES 40 PEOPLE = 1.0 FIXTURES- 0.9 MIN. 0.9MIN. 0.5 MIN. 0.5 MIN. .40 MIN. WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 75 10 PEOPLE _ .13 FlXTS. 1 PER 200 10 PEOPLE _ .05 FlXTS. 1 PER 500 ` 1 SERVICE SINK 0.075 MIN. 0.075 MIN. .025 MIN. .025 MIN. .02 MIN. 1 PER 125 1 PER 65 LAVATORIES DRINKING FOUNTAINS OTHER 21 PEOPLE = 21 PEOPLE = 1 PER 200 21 PEOPLE _ FlXTS. 1 PER 500 1 SERVICE ' .168 FlXTS. .32 FlXTS. .1 2 MIN. SINK 0.168 MIN. 0.32 MIN. 0.05 IN. 0.05 MIN. 0.042 MIN. WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER - MALE FEMALE MALE FEMALE 2 MIN. 2 MIN. 2 MIN. 2 MIN.- .42 MIN.. 1 SERVICE - SINK - WATER CLOSETS LAVATORIES DRINKING- FOUNTAINS ` OTHER MALE FEMALE MALE FEMALE 2 2 2 2 2 1 SERVICE SINK PERMIT# Issue Date Drawn By Checked By 07/19/18 CC CM3 PREFINISHED METAL PANEL C•..e" nnunucnni m PREFINISHED METAL PANEL :n... r....��.. ...,. ni w nwn nv nT Irl'►[• K7� SIDE (SOUTH) ELEVATION 0 SCALE: 1/8"=1'-0" 16 6" DOWNSPOUT. T.o. WALL ELEV. +18 —8 TOP OF ROOF �LPJ.I ELEv. +14-1,Y GROUND LEVEL ELEV. +0 —0 SIDE (WEST) ELEVATION ENDED 0 SCALE: 1/8"=1'-0" 16 SOFFIT TO BE DESIGNED AND ENGINEERED BY CONTRACTOR. 0 SCALE: 1/8"=1'-0" 16 T.O. WALL ELEV. +18 —8 TOP OF OPENING A ELEV. +12'-0- GROUND 2 —0 TION GROUND LEVEL ELEV. +0'-0- T wen i SIDE (EAST) ELEVATION A3o, 0 SCALE: 1/8"=1'-0" 16 GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O4 UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. 0 4'x8'0/4" PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 ,12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. 0 6' DIA. CONCRETE FILLED PIPE BOLLARD 4'-0' TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. 9O NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30' LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A2OBC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0' ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 16 GLASS OFFICE WALL SYSTEM. BY OTHERS. PAINT SCHEDULE: NOTES: 1. PAINT ALL TILT CONCRETE PANELS TEXTURED 'XP1' UNLESS OTHERWISE NOTED. 2. PAINT ALL DOWNSPOUT GUARDS 'XP2'. 3. PAINT ALL INTERIOR BOLLARDS AND GUARDS SAFETY YELLOW. 4. PAINT ALL EXTERIOR BOLLARDS 'XP2'. 5. ALL EXTERIOR TILT CONCRETE TO BE TEXTURE COATED. 6. DIRECT METAL PRIMER TO BE USED ON ALL GALVANIZED METAL 7. PAINT FIRE RISERS RED. 8. PAINT ALL EXTERIOR RAILINGS 'XP2'. 9. GUTTERS, DOWNSPOUTS, GUARDS AND GRAVEL STOPS TO BE PREFINISHED KYNAR WHITE. 10. CONTRACTOR TO PAINT ONE PANEL MOCK UP FOR APPROVAL 11. PROVIDE TINTED PRIMER FOR ALL TEXTURED COATING APPLICATIONS. XP1 FIELD COLOR COARSE TEXTURED SHERWIN WILLIAMS SWxxxx - xxxx xxxxxx ®P PRE FINISHED METAL BUILDING P3 STONE VENEER TO BE DETERMINED PRE-ENGINEERD METAL CANOPY. BY OTHERS INDICATES AREAS OF XP1 INDICATES AREAS OF XP2 INDICATES AREAS OF XP2 _ _ - _ - INDICATES AREAS OF XP3 ANODIZED ALUMINUM -I T STOREFRONT WINDOW WITH GRAY TINTED GLASS PLEASE COORDINATE WALL PACKS WITH ELEC. DWG'S. WALL PACK GLASS LENS TO BE MOUNTED AT 18'-0" ABOVE FINISHED FLOOR. AT LEAST Y' AIRSPACE TO BE LEFT ABOVE FIXTURE. ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 800 AERO & 630 LANE SANFORD FLORIDA, On Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: EXTERIOR ELEVATIONS Revisions: 0 08/27/18 Owner Comment Rev!0-101-1 Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By: Do Do ,coo Do 0 S NAy�ti . C�D. we R 9'V . 0 /8 0�� srFRED Drawing Number. A301 Project Number. 17291 2 NO. A302 B.O. ACT TILE V-0' 3'-0' 2'-2• PL -2 GENERAL NOTES: PL -2 PL -2 GENERAL FINISH NOTES: 1'-1' MICRO UOL --J I I EALED ( I PL -t ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN I I REF.(BY PL -2 TENANT) B-6806 34" A.F.F. T3 DISHWASHER MATERIAL: (` PL -2 I (BY TENANT) TOP AT 28" A.F.F. 3'-0" INSULATOR BREAKROOM ELEV. A302 _ e 0 SCALE: 3/8"=1'-0" 6 _06 B.O. ACT TILE NO. - ITEM B.O. ACT TILE SEE RCPT WOOD BLOCKING HGRAL GENERAL NOTES: T1 SEE RCP GENERAL FINISH NOTES: 1'-1' ---ADA COMPLIANT UNDER LAV. EALED 35/8" 25 GA. STUD ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN ❑GRAB T2 PL -2 (AS REQUIRED) B-6806 34" A.F.F. T3 OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED MATERIAL: CARPET TOP AT 28" A.F.F. MATERIAL- INSULATOR P.LAM. BY ARCHITECT. DO NOT SCALE DRAWINGS. CPT1 MFG: STYLE: _ e P1 MFG: COLOR: TO BE DETERMINED TO BE DETERMINED TOE KICK) PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. COLOR: TO BE DETERMINED B-822 FINISH: EGGSHELL D. WRAP, WHITE LAVATORY LEVEL T6 LOCATION: FIELD COLOR M ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL: VINYL COMPOSITE TILE WOOD BLOCKING PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. P.LAM. (ADJUSTABLE TO BE DETERMINED TOP AT 59Y2" A.F.F. MATERIAL:- PAINT F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND STYLE: TO BE DETERMINED All, REQUIRED) M SHELF ) . SIZE: 12"x12" P2 PL -2 TO BE DETERMINED P.LAM. (ADJUSTABLE GYPSUM BOARD). . EGGSHELL G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL P.LAM. % N LOCATION: SHELF H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL MATERIAL: VINYL BASE 0 V-7 I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT MFG: TO BE DETERMINED MATERIAL: PAINT 0 SCALE: 3/8"=1'-O" 6 G. L120. / UNDERCUT TOE KICK Y4' N P3 MFG: COLOR: SOUND INSULATION J J. WOOD BLOCKING STYLE: COVE . MATCH EXISTING. J. PL -2 SIZE: 4" BATT IF REQUIRED. FINISH: EGGSHELL (AS REQUIRED) ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT P.LAM. • P.LAM. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE SEE WALL TYPES WAREHOUSE WALLS N. THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND DOORS AND FRAMES CAN BE SEMI -GLOSS 0. MILLWORK TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. P.LAM. PAINT COLOR TO MATCH EXISTING. FINISH USING SHERWIN WILLIAMS PAINT TO G.C. TO PROVIDE NEW BUNDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME COLOR AS WALL rpm R. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES CD MATCH FIELD COLOR (P1) MATERIAL: NEW 8" GYPSUM AS SHOWN. N 2'- PL -1 WALL BOARD TO BE DETERMINED M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. 1Jt• 2'-00 WOOD COLOR: STAINLESS STEEL N 1 • PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL BOWL SINK (SEE 2'-0' CONDITIONED SPACE AS NECESSARY. PL -1 P.LAM. 2 MILLWORK ELEVS. PLUMBING DWGS) PL -1 P.LAM. D A302 0 SCALE: 1"=1'-0" 2 - ON %" PLYWOOD 4 A302 o SCALE: 1"=1'-0" 2 MATERIAL: PLASTIC LAMINATE ON / PLYWOOD PL -2 MFG: TO BE DETERMINED P. FALSE PANEL PL -2 COLOR: TO BE DETERMINED WITH OWNER. P.LAM. (DOOR P LAM CABINETS Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE W/CONCEALED , 3%" 25 GA. STUD -WOOD BLOCKING (AS REQUIRED) --3%" 25 GA. STUD -SOUND INSULATION BATT IF REQUIRED. SEE WALL TYPES r --NEW g" GYPSUM WALL BOARD CO O NO. - ITEM MANUF. FINISH WOOD BLOCKING HGRAL GENERAL NOTES: T1 GENERAL FINISH NOTES: WALL ---ADA COMPLIANT UNDER LAV. EALED A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN ❑GRAB T2 BAR 42" STAINLESS STEEL (AS REQUIRED) B-6806 34" A.F.F. T3 OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED MATERIAL: CARPET TOP AT 28" A.F.F. MATERIAL- INSULATOR HINGES) BY ARCHITECT. DO NOT SCALE DRAWINGS. CPT1 MFG: STYLE: _ e P1 MFG: COLOR: TO BE DETERMINED TO BE DETERMINED TOE KICK) PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. COLOR: TO BE DETERMINED B-822 FINISH: EGGSHELL D. WRAP, WHITE LAVATORY LEVEL T6 LOCATION: FIELD COLOR B-270 ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL: VINYL COMPOSITE TILE E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. MFG: VCT1 TO BE DETERMINED TOP AT 59Y2" A.F.F. MATERIAL:- PAINT F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND STYLE: TO BE DETERMINED SURFACE MOUNTED PAPER TOWEL & WASTE RECEPTACLE - MFG: TO BE DETERMINED TOP AT 5%* A.F.F. SIZE: 12"x12" P2 o TO BE DETERMINED P.LAM. (ADJUSTABLE GYPSUM BOARD). . EGGSHELL G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL BASE FINISHES % N LOCATION: SHELF H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL MATERIAL: VINYL BASE 0 I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT MFG: TO BE DETERMINED MATERIAL: PAINT 0 SCALE: 3/8"=1'-O" 6 G. L120. / UNDERCUT TOE KICK Y4' N P3 MFG: COLOR: TO BE DETERMINED WHITE J J. WOOD BLOCKING STYLE: COVE . MATCH EXISTING. J. & FINISH EDGE SIZE: 4" K. FINISH: EGGSHELL (AS REQUIRED) ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT SURFACE. • P.LAM. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE LOCATION: WAREHOUSE WALLS N. THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND DOORS AND FRAMES CAN BE SEMI -GLOSS 0. MILLWORK TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. FLORIDA BUILDING CODE. PAINT COLOR TO MATCH EXISTING. FINISH USING SHERWIN WILLIAMS PAINT TO G.C. TO PROVIDE NEW BUNDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME COLOR AS WALL rpm R. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES PERMIT # MATCH FIELD COLOR (P1) MATERIAL: PLASTIC LAMINATE AS SHOWN. PL -1 MFG: TO BE DETERMINED M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. ALL WAREHOUSE WALLS TO BE PAINTED (P3). WOOD COLOR: TO BE DETERMINED N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL LOCATION: BLOCKING CONDITIONED SPACE AS NECESSARY. 2 MILLWORK ELEVS. 3 MILLWORK ELEVS. A302 0 SCALE: 1"=1'-0" 2 - A302 o SCALE: 1"=1'-0" 2 �♦ r 7 5 A302 ti o a —u DO Z 7 MIR \ 5 MIR. 4A302 # 6 IR. /o. 0 o° a PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 4-° S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUF STANDARDS ENLARGED rT RESTROOM PLAN 11 �01 0 SCALE: 1 /4"=1'-O" 8 ENLARGED r5 - RESTROOM PLAN A302 0 SCALE: 3/8"=1'-0" 6 ENLARGED 6 RESTROOM PLAN A302 0 SCALE: 3/8"=1'-0" 6 ACCESSORY SCHEDULE NO. - ITEM MANUF. FINISH SPECIFICATIONS GENERAL NOTES: T1 FLOOR FINISHES GENERAL FINISH NOTES: WALL FINISHES BOBRICK A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN ❑GRAB T2 BAR 42" STAINLESS STEEL BOBRICK B-6806 34" A.F.F. T3 OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED MATERIAL: CARPET TOP AT 28" A.F.F. MATERIAL- PAINT BY ARCHITECT. DO NOT SCALE DRAWINGS. CPT1 MFG: STYLE: TO BE DETERMINED TO BE DETERMINED P1 MFG: COLOR: TO BE DETERMINED TO BE DETERMINED B. C. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. COLOR: TO BE DETERMINED B-822 FINISH: EGGSHELL D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN LAVATORY LEVEL T6 LOCATION: FIELD COLOR B-270 ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL: VINYL COMPOSITE TILE E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. MFG: VCT1 TO BE DETERMINED TOP AT 59Y2" A.F.F. MATERIAL:- PAINT F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND STYLE: TO BE DETERMINED SURFACE MOUNTED PAPER TOWEL & WASTE RECEPTACLE - MFG: TO BE DETERMINED TOP AT 5%* A.F.F. SIZE: 12"x12" P2 COLOR: TO BE DETERMINED D. GYPSUM BOARD). FINISH: EGGSHELL G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL BASE FINISHES % RESTROOM LOCATION: ACCENT COLOR H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL MATERIAL: VINYL BASE I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT MFG: TO BE DETERMINED MATERIAL: PAINT 0 SCALE: 3/8"=1'-O" 6 G. L120. / VB1 COLOR: TO BE DETERMINED P3 MFG: COLOR: TO BE DETERMINED WHITE J J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO STYLE: COVE VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH EXISTING. J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE SIZE: 4" K. FINISH: EGGSHELL K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT SURFACE. M. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE LOCATION: WAREHOUSE WALLS N. THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND DOORS AND FRAMES CAN BE SEMI -GLOSS 0. MILLWORK TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. FLORIDA BUILDING CODE. PAINT COLOR TO MATCH EXISTING. FINISH USING SHERWIN WILLIAMS PAINT TO G.C. TO PROVIDE NEW BUNDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME COLOR AS WALL rpm R. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES PERMIT # MATCH FIELD COLOR (P1) MATERIAL: PLASTIC LAMINATE AS SHOWN. PL -1 MFG: TO BE DETERMINED M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. ALL WAREHOUSE WALLS TO BE PAINTED (P3). COLOR: TO BE DETERMINED N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL LOCATION: COUNTERTOPS CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE' MATERIAL: PLASTIC LAMINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL - PL -2 MFG: TO BE DETERMINED P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE COLOR: TO BE DETERMINED WITH OWNER. LOCATION: CABINETS Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 4-° S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUF STANDARDS ENLARGED rT RESTROOM PLAN 11 �01 0 SCALE: 1 /4"=1'-O" 8 ENLARGED r5 - RESTROOM PLAN A302 0 SCALE: 3/8"=1'-0" 6 ENLARGED 6 RESTROOM PLAN A302 0 SCALE: 3/8"=1'-0" 6 ACCESSORY SCHEDULE NO. - ITEM MANUF. CATALOG # MOUNTING HT. GRAB BAR T1 12'Tz Mux s -a GENERAL FINISH NOTES: T1 36 STAINLESS STEEL BOBRICK B-6806 34" A.F.F. ❑GRAB T2 BAR 42" STAINLESS STEEL BOBRICK B-6806 34" A.F.F. T3 SURFACE MOUNTED MULTI -ROLL BOBRICK B-2888 TOP AT 28" A.F.F. TOILET TISSUE DISPENSER T4 MIRROR WITH STAINLESS FRAME BOBRICK B-165-1830 BOT. ® 6" ABOVE SINK T5 LAVATORY MOUNTED SOAP BOBRICK B-822 MOUNTED A. DISPENSER LAVATORY LEVEL T6 SURFACE MOUNTED SANITARY BOBRICK B-270 TOP AT 28" A.F.F. NAPKIN DISPOSAL aSEMI -RECESSED PAPER TOWEL BOBRICK B-3942 TOP AT 59Y2" A.F.F. & WASTE RECEPTACLE INFORMATION. T8 SURFACE MOUNTED PAPER TOWEL & WASTE RECEPTACLE BOBRICK B-3699 TOP AT 5%* A.F.F. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. ® UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A208C FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY N NOTE: MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. O 10 11 12 - 13 14 15 ACCESSIBLE. THE TOF OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5-0 ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 4'x8'x," PLYWOOD FIRE -TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. 6' DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. DISHWASHER. SEE ENGINEERING DRAWINGS. DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. - FIRE RISER. WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL* 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These drawings indicatethe general scope of the project in terms of architectural design , concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily. indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM PLAN/ELEVS Issue Date Drawn By Checked By TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND CC CM8 THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. T1 12'Tz Mux s -a GENERAL FINISH NOTES: XXX INDICATES FLOOR FINISH XX INDICATES WALL FINISH TO Ts TO BE DETERMINED BE DETERMINED OXX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS T3 BE DETERMINED FINISH TO BE DETERMINED A. I PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING INSTALLATION JOINT AND SEAM LAY -OUTS. B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE. ENLARGED D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. % RESTROOM PLAN E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. A302 F. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. 0 SCALE: 3/8"=1'-O" 6 G. GC TO HAVE MOISTURE TESTING DNE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT CONCRETE ELEVATED SLABS ONLY. H. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. I. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH EXISTING. J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. K. ELECTRICAL DEVICES &' COVERS COLOR TO MATCH EXISTING. L USE EPDXY PAINT ON ALL INTERIOR RESTROOM WALLS TO CREATE A WASHABLE SURFACE. M. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHUST. N. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 0. " ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT COLOR TO MATCH EXISTING. P. G.C. TO PROVIDE NEW BUNDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME COLOR AS WALL rpm R. ALL FURNITURE AND WORKSTATIONS BY TENANT. - PERMIT # ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL* 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These drawings indicatethe general scope of the project in terms of architectural design , concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily. indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM PLAN/ELEVS Issue Date Drawn By Checked By 07/19/18 CC CM8 Certified By: •tti OF°F1.O ° ° � o � a AR9124 0 � t130/2Q6 $ o hh�000 �►t D A Drawing Number. A302 Project Number. 17291 ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These indicate drawings g a e the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structuralI mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: Z 11/30/18 Owner Rev. Drawn By Checked By 07/19/18 CC CMS GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED Certified By:. ° AR91 46 0 l� < V 000 Q000 a°.°° °°p1F 't� . A°o 11/30/2018 °°°°°°,°°s BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. - - C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO - REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL- REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUR SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS.- T.O. PARAPET t12'-0" A.F.F. 4' THICK FIRE TREATED APA RATED PLYWOOD FLOOR 7/16 POINTED FRAMING SHEATHING W/ J10 TEK SCREW PFD716 024' O.C. SEALANT AND BACKER ROD SCREWS 0 6" OC ALONG MAX EDGES & 12" OC — • PIN 0 24 O.C. INTERMEDIATELY THERMAL BATT INSULATION 71 OIL B.O. MTL. FRAMING co � ±10'—O" A.F.F. _ B.O. ACT TILE B.O. ACT TILE �- - � B.O. ACT TILE SEE RCP SEE RCP SEE RCP �' GYPSUM BOARD CEILING R-19 FACED SUSPENDED ACOUSTIC SUSPENDED ACOUSTIC SUSPENDED ACOUSTIC BATT INSULATION CEILING TILE CEILING TILE CEILING TILE 1000T125-43 3%' 25 GA. STEEL 5/8' GYPSUM WALL BOARD (18GA) CONT TRACK W/ (2) _ STUDS AT 16 O.C. 3%' 25 GA. STEEL 1 LAYER THERMAL INSULATION. STUDS AT 24' O.C. WAREHOUSE J12 TEK OFFICE SCREWS AT - EACH JOIST ' TYPE 'X' CONTRACTOR SHALL VERIFY SND GYPSUM WALL BOARD SIZE, GAUGE, AND FREQUENCY MEET MANUFACTURER'S SPAN uMrrATION FOR Hoar, L/120 R-13 BATT INSULATION - - DEFLECTION AND 5 PSF LATERAL LOAD 6' 18 GA. STEEL SND 0 24' O.C. 3 �" 18 GA 3%' 25 GA. STEEL SOUND BATT INSULATION STEEL STUDS AT STUDS AT ' O.C. 24" O.C. 3' 25 GA. STEEL 5/8' GYPSUM WALL BOARD 6" GALVANIZED STEEL STUDS AT 24' O.C. 1 LAYER THERMAL INSULATION. PIPE BOLLARD %' TYPE 'X' GYPSUM WALL BOARD ev 40 ' TYPE 'X' GYPSUM SOUND BATT INSULATION TYPE 'X' WALL BOARD GYPSUM WALL BOARD 1CONCRETE CROWN WITH BROOM FINISH �s POINTED FRAMING SCREW x/18 POINTED FRAMING SCREW OFFICE WAREHOUSE �s POINTED FRAMING EXTERIOR LOCATIONS • PFD716 ® PFD716 0 24 O.C. MAX. PFD716 0 24' O.C.SCREW MAX. 24' O.C. MAX. a • .o. . NEW WALL BASE SEE FINISH SCHEDULE NEW WALL BASE.. SEE FINISH SCHEDULE 4 ' PIN 0 24' O.C. NEW WALL BASE a •. SEE FINISH SCHEDULE NEW FLOOR FINISH. SEE FINISH SCHEDULE NEW FLOOR FINISH.. SEE FINISH SCHEDULE 7/16 POINTED FRAMING SCREW PFD716 024' O.C. _ NEW FLOOR FINISH. . .a . MAX EXISTING FLOOR SEE FINISH SCHEDULE NEW FLOOR SLAB EXISTING FLOOR SLAB SLAB s. CONCRETE .e FOOTING ° a ' s ° tA .e ° ° ° •�A o. � 0 v • � WALL SECTION_r2-"�WALL SECTION3 -WALL SECTION 5 WALL- SECTION- 4 BOLLARD DETAIL - A401 D SCALE: 1'=1'-0" 2 A401 D SCALE: A401 1"=1'-0' 2 o SCALE: 1"=1'-0" 2 A401 0 SCALE: 1"=1'-0' 2 A401 0 2 SCALE. 1 =1 -0 TE PERMIT # ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These indicate drawings g a e the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structuralI mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: Z 11/30/18 Owner Rev. Drawn By Checked By 07/19/18 CC CMS Certified By:. ° AR91 46 0 l� < V 000 Q000 a°.°° °°p1F 't� . A°o 11/30/2018 °°°°°°,°°s Issue Date Drawn By Checked By 07/19/18 CC CMS Drawing Number. A401 Project Number. -17291 5/8" GYPSUM -7■ %" GYPSUM 2 -11 2 -11 2 -11 2 -11 1-7 WALL BOARD DOOR AND FRAME SCHEDULE MODEL # FINISH BRAND All All A A ROOM AND NAME DOOR FRAME CLOSER RUNNER RUNNER %" GYPSUM 8 FLUSH WOOD OR 5 " /g GYPSUM MODEL # FINISH CHANNEL D-1 1/LEAF CHANNEL WALL BOARD HOLLOW METAL DOOR WALL BOARD MISCELLANEOUS HOLLOW METAL HOLLOW METAL 1ABBREVIATIONa ® • •F • • • BRONZE ANODIZED ANODIZEDHM = HOLLOW METAL CIA = CLEAR W = WIRE GLASS PF = PRE -FINISHED INS = INSULATED GLASS CC = CLEAR T = TEMPERED GLASS PR = PAIR• = FIRE RATE TEMPERED GLASS .. BRAND DOOR FRAME ® M-1 1/LEAF KICK PLATE 5� US32D HIAWATHA 5 g o ° Q o ig M-2 1 SINGLE CYLINDER DEADBOLT US26D SCHLAGE N Q FLUSH WOOD OR s. ® s �®®®®evooavoavoe®ee®®oveve0GLASS s s I . • 00 1 DES. QTY. HOLLOW METAL DOOR RUNNER FINISH BRAND RUNNER Z N CHANNEL 1 CHANNEL HEAD DETAIL H2 HEAD DETAIL H1 JAMB DETAIL J1 JAMB DETAIL J2 OFFICE WALL BY OTHERS 1-1/2" = 1' 1-1/20 _ 1' AND THRESHOLD 1-1/2' = 1. - -- - - - - n■ N nw w■ - - i" 1r-7" i" i'-11" i" - w—no - - - 7" 9r-11■ 7.1r-7. 9r ■ 1- ■ r • • r • • r • • r ■ ■ 1 r-7� 1 r -7r ■ w r ■ ■ 0RESTROOMMOM 0®m®O®m00�00�®-OO®00 ■m■106 - PLAN ROOM !�!� ` -/_��` �'� ♦ -�I=012 �!llrIeEs^+•^►w�nl�r*sTwnn�"���r�'�'�1 W7��`vi� �r.'���.iu.!atu\�i�V�fiiJ��r►f+r�Y�I\r�a�\i►��♦��♦���\i���Pr�V�\r�`Prv♦ ♦ ♦ ♦ POO ���®mmemmma®maowe®®o�avee Ir,''...:.:...:.:•„����WWi��IWli�ai�ir�W��iI ���l�i���li ��ri � RESTROOM ® ���®mmommma®meows®®o�oova 113 OFFICE vYr�YrrW ��,��r��ON������������� ��I�mmmammme®mea�aa®®asses® �®Mi ® vv®a■e®vea®veoo®oe�■ve®vooe , DOOR USED 118 OFFICE 120 OFFICE ;;,. • ►_ .:-' _' .,' __�6WPeZ; EXHAUST & SUPPLY FAN SCHEDULE : AHU-1/CU-1 AHU-2/CU-2 E.S.P. IN FAN MOTOR DATA 4 4 TOTAL COOLING CAP (MBH @ ARI) 48.0 48.0 MARK SPACE CFM INCHES RPM TYPE OF MAKE MODEL DRIVE REMARKS 1740 1700 2105 _-OUTSIDE AIR (CFM) :- SERVED 170 H2O EXTERNAL STATIC PRESS. _(IN.WTR.) HP/WATTS RPM VOLTS/PH FAN HP - 3/4 3/4 EF -1 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -2 RESTROOM 75 0.25 700. 54W 700 115/1 CENTRIFUGAL GREENHECK SP -890 DIRECT 1 THRU 3 EF -3 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -1390 DIRECT 1 THRU 3 EF -4 MECHANICAL ROOM -50 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -890 DIRECT 2 THRU 4 EF -5 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 REMARK - S. 1. PROVIDE FANS WITH TIME CLOCK CONTROL. FANS TO RUN CONTINUOUSLY 3. PROVIDE FANS WITH BACK -DRAFT DAMPERS. DURING SCHEDULED BUSINESS HOURS. 4. PROVIDE FAN WITH LINE VOLTAGE THERMOSTAT. FAN TO ENERGIZE SHOULD 2. PROVIDE FANS . WITH MOUNTED DISCONNECT. SPACE TEMPERATURE EXCEED 857. :SPLIT SYSTEM AIR CONDITIONER SCH ULE MARK AHU-1/CU-1 AHU-2/CU-2 AHU-3/CU-3 TONNAGE 4 4 4 TOTAL COOLING CAP (MBH @ ARI) 48.0 48.0 48.0 SENSIBLE COOLING CAP. (MBH @ ARI) 29.2 _ 29.2 _ 29.2 AHU CONFIGURATION - --I- - - WHITE HORIZONTAL` SUPPLY AIR (CFM) 1740 1700 2105 _-OUTSIDE AIR (CFM) :- 175 170 210 EXTERNAL STATIC PRESS. _(IN.WTR.) ALUMINUM 1 C . cc HP - 3/4 3/4 3/4 I EVAPORATOR FAN VOLT/O 208/1 208/1 208/1 Z WHITE FLA 6.8 6.8 6.8 TITUS/OMNI-AA CEILING SUPPLY 3 16 RETURN DUCT ALUMINUM c0 KW 2.88 2.88 2.88 C3 C3 WHITE x ALUMINUM .' 2 B-200 VOLT/0 208/1 208/1 208/1 ELECTRIC HEAT . -�- 1. 24x24 LAY -IN MOCP 30 30 30 :WEIGHT POUNDS 174 : 174 174 • • 4. TRANSITI❑N ROUND FLEXIBLE NUMBER 1 1 1 RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. VOLT/N 208/1 208/1 208/1 6 COMPRESSORS - -- RLA/LRA (EA) 21.8/117 21.8/117 21.8/117 AHU-3 z NUMBER 1 t 1 • VOLT/� 208/1 208/1 208/1 Cie CONDENSER FAN A ~ a FLA (EA) 1/5 1/5 1/5 MCA 28 28 28 POWER MOCP 45 45 45 WEIGHT POUNDS 197 197 197 AREA SERVED - _ - MANUFACTURER AHU/CU TRANE TRANE TRANE MODEL# CU/AHU 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 MINIMUM EER/HSPF 11 1t it REMARKS 1 1 1 NOTES: 1. - EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HEATER LOSSES, 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS: 3- PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. PROVIDE V THROWAWAY. FILTERS, 5. PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT.- NIT.6. 6.PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING. 7. PROVIDE WITH AHU FACTORY INSTALLED CIRCUIT BREAKER, REMARKS 1. PROVIDE SMOKE DETECTOR IN SUPPLY DUCT. SMOKE DETECTOR SHALL OPERATE PER SECTIONS 606.4 AND 606.4.1 OF THE 2017 FMC. i 80 AND DIFFUSER ■ , MARK MANUFACTURER/MODEL 100 MOUNTING STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING COLOR • MATERIAL REMARKS A 1 ■ i CEILING SUPPLY --I- - - WHITE A-220 801 B TITUS/50F ALL NEW DUCTWORK SHALL BE 1 1/2' ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED CEILING RETURN GALVANIZED STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED •„ WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB ALUMINUM 1 C . cc CEILING EXHAUST WHITE I oxo D FL -10 A-100 WHITE ALUMINUM 3 E TITUS/OMNI-AA CEILING SUPPLY 3 16 RETURN DUCT ALUMINUM c0 F TITUS/50F 3(iF�\0115 WHITE x ALUMINUM .' 2 B-200 DUCT REMARKS; °r �•-- -�- 1. 24x24 LAY -IN ■ 2. 12x12 LAY -IN (2)E-5 • x • • 4. TRANSITI❑N ROUND FLEXIBLE 60 AHU-211 RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. A- :„ 6 - -- E I AHU-3 x • .• B-200[��; • •• • • 80 • • rB-200 •, - 80 AND DIFFUSER SCHEDULE , MARK MANUFACTURER/MODEL 100 MOUNTING STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING COLOR f _ MATERIAL REMARKS A A-2 0 CEILING SUPPLY --I- - - WHITE ALUMINUM 801 B TITUS/50F ALL NEW DUCTWORK SHALL BE 1 1/2' ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED CEILING RETURN GALVANIZED STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WHITE WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB ALUMINUM 1 C . cc CEILING EXHAUST WHITE I oxo D FL -10 A-100 WHITE ALUMINUM 3 E TITUS/OMNI-AA CEILING SUPPLY 3 16 RETURN DUCT ALUMINUM c0 F TITUS/50F B B EATH SUPPLY WHITE x ALUMINUM .' 2 B-200 DUCT REMARKS; °r 80 AND AIRFLOWS. 1. 24x24 LAY -IN 2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 2. 12x12 LAY -IN (2)E-5 I AHU-1 x EF -j 4. TRANSITI❑N ROUND FLEXIBLE 60 AHU-211 RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. A- 6 - E I AHU-3 x - GRILLE AND DIFFUSER SCHEDULE I MARK MANUFACTURER/MODEL COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, MOUNTING STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING COLOR f _ MATERIAL REMARKS A TITUS/OMNI-AA 10. CEILING SUPPLY 6. WHITE ALUMINUM 1 B TITUS/50F ALL NEW DUCTWORK SHALL BE 1 1/2' ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED CEILING RETURN GALVANIZED STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WHITE WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB ALUMINUM 1 C . TITUS/50F CEILING EXHAUST WHITE ALUMINUM 2 D FL -10 WALL MOUNTED WHITE ALUMINUM 3 E TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 2 F TITUS/50F CEILING RETURN WHITE ALUMINUM .' 2 NOTES. REMARKS; 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 1. 24x24 LAY -IN 2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 2. 12x12 LAY -IN 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 3. SINGLE SLOT, 48' 4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. L PLAN - NECHANICALGENERAL NOTES: 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE - A INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL" COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. i i 2. i ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE. E 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT I OBSTRUCT EQUIPMENT SERVICE CLEARANCES: 4. COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING f _ i 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH - E THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING L PLAN - NECHANICALGENERAL NOTES: 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE - A INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL" COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. i i 2. i ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE. E 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT I OBSTRUCT EQUIPMENT SERVICE CLEARANCES: 4. COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING AND NEW WORK. i 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH - E THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING 10. NON-CRITICAL TIMES. 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA AND AT AN ACCESSIBLE - C HEIGHT ABOVE THE CEILING. 7. ALL NEW DUCTWORK SHALL BE 1 1/2' ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED 13. GALVANIZED STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB AND MASTIC JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FIMBLE O DUCTWORK SHALL BE CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER Checked By AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A I MAXIMUM FLAME SPREAD = 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS. _ 8.: ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. I 9. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE - E CONNECTED. 10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES. 11. - COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. 14. ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO. G THIS LAYER SHALL EXTEND 24' FROM AND SHALL SKIRT THE ENTIRE CURB. 15. ALL MECHANICAL ROOF CURBS WIDER THAN 18' SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE TO FACILITATE PROPER DRAINAGE/RUNOFF. 16. ALL ROOFING WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR THAT HAS BEEN PROPERLY TRAINED BY THE ROOFING MANUFACTURER. 17. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS. PLAN KEY NOTES: p 1. UNDERCUT DOOR 1/2' AFF. - 2. REFER_ TO DETAIL #6/M400 FOR THRU WALL PENETRATION DETAIL i 0 I IRevisions: ; 2 8 27 28 OWNER REVISION I 4 11/19/28 OWNER REVISION I Issue Date Drawn By Checked By 7/19/18 CEL ELK i 11 CONDENSING UNIT TIE DOWN k, 1 (MIAMI TECH, INC. CUTDI COLD—ROLLED GALV STEEL) FLEX DUCT (SEE PLAN _ FOR SIZE) 8 TOTAL FOR EACH UNIT SEE FLEX DUCT DAMPER CONNECTION DETAIL (1)/4' DIA STAINLESS OPERATOR FLEX CONNECTION O.A. DUCT CONDENSING STEELSCREW � CEILING 1 1 1 1 R_ --. - - - - I nils I y /! II —GL VN. hHLVANILLU J I ttL 11 PASSES THRU HANGER UNBROKEN 5 5 PIPE SUPPORT DETAIL M400 SCALE: N.T.S. _ LxItKIUK wHLL CORE DRILL EXIST. MASONRY WALL. INSTALL WALL WIDTH) AND GROUT NOTES: _ SOLID ALL VOIDS. SLEEVE TO BE 1. BRACKETS ARE SIZED FOR 12 FEET OF DUCT, MAXIMUM. SIZED PER MECH. CONTRACTOR'S 2. LOCATE DUCTS AGAINST WALL OR MAXIMUM OF 2" AWAY FROM WALL. REQUIREMENTS TO INSERT 3. EACH WALL ANCHOR SHALL SATISFY THE FOLLOWING CRITERIA UNLESS DUCTWORK. PACK GAP BETWEEN OTHER ANALYSIS IS MADE: - ANCHOR DUCT & SLEEVE WITH BATT INSUL. A. TENSIBLE LOAD = 3/8 X DUCT WEIGHT; SAFETY FACTOR OF 4. B. SHEAR LOAD X 1/2 X DUCT WEIGHT: SAFETY FACTOR OF 4._ BACKDRAFT DAMPER (EXHAUST ONLY) 2 FROM WALL DETAIL CONTRACTOR TO PAINT W/ scALE. N.T.S.M400 : WEATHER RESISTANT PAINT. COLOR TO BE COORD. W/ SHEET METAL DUCT ARCHITECT/OWNER. SLEEVE. SIZE AS SHOWN ON PLANS. BIRDSCREEN - SEALANT ALL AROUND II � 6 (EXTERIOR WALL PENETRATION Issue Date Drawn By Checked By 7/19/18 CEL ` ELK r-------------- 1 1 PLUMBING GENERAL -NOTES 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA I 3. PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING n CODE AND 2017 FLORIDA PLUMBING CODE. 1 /1 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF i FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. 1 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. i 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED 1 WITH 1" R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. i 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8" PER FOOT OF RUN, AND 2-1/2" PIPE AND ------ SMALLER A MINIMUM 1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, , TRAPS, FLOW ` CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, FAUCETS, STOPS, ,TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED i WITH EQUIPMENT. 10. CONTRACTOR SHALL ROUGH—IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. I 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE 'CONNECTIONS. — — E SERVING EQUIPMENT, AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND APPROVED BACKFLOW PREVENTER. 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. fill,, 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). PLAN KEY NOTES: p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. G 2.NEW 4" SANITARY. I 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. - 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. i i I 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING,` SUSPENDED FROM THE STRUCTURE. — _ I iI i i i i i l - I ARCHITECTURE 135 West Central Blvd., Suite 400 - Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions' of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: A28/27/28 OWNER REVISION 4\11/19/28 OWNER REVISION Issue Date Drawn By Checked By 7/19/18 CEL ELK Owner. PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTINGSERVICES ACS COORDINATE HWITH THE GNEIRAL CONTRACTOR FOR POWN ON DWNGS PROR TO PRICING�ROJEECT PTHASING S HED LEUCTION. CONSTRUCTION 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA I 3. PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THF EXACT LIANCES. 14. LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL Checked By FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN A PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH PLAN KEY NOTES: p ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING 9. CODE AND 2017 FLORIDA PLUMBING CODE. 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED 10. PER PDI STANDARDS. 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING 11. PLUMBING RELATED ITEMS ' SHALL BE REPAIRED TO MATCH EXISTING ADJACENT E FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR 12. WASTE PIPE INSTALLATION. 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS LIANCES. 14. Al ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED Checked By WITH 1" R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8" PER FOOT OF RUN, AND 2-1/2" PIPE AND 16. G SMALLER A MINIMUM 1/4' PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO PLAN KEY NOTES: p FIXTURES. _- 9. PROVIDE ALL NECESSARY VALVES, TRAPS, . FLOW CONTROLS, FILTERS, BACKFLOW NEW 6" SANITARY. ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. WITH EQUIPMENT. 10. CONTRACTOR SHALL ROUGH—IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES E AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT AND APP LIANCES. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND Checked By APPROVED BACKFLOW PREVENTER. 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. 16. G REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). PLAN KEY NOTES: p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. 2. NEW 6" SANITARY. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. —UK � 1 2 6' �1 U �. 1 3 Y �,, 4 1WASTF: AND VENT RISER`w �� 72--7v 3 DOMESTIC WATER RISER �� PeRMiT# if- � Mg.l Issue Date Drawn By Checked By 7/19/18 CEL ELK PLUMBING FIXTURE SCHEDULE PIPE SIZE PDI SIZE SOIL MANUFACTURER AND PART NUMBER ELK MARK FIXTURE WASTE VENT HW CW BASIS OF DESIGN WALL HUNG PPP #SC -750B AMERICAN STANDARD #0955.123EC, A.S. #7755.205 L-1 VITREOUS CHINA 2" 2" 1/2" 1/2" SINGLE LEVER FAUCET , OFFSET GRID DRAIN, A.D.A. PPP #SC -1000C 1" C STOPS, P -TRAP, SHOUD/KNEE CONTACT GUARD WILKINS #1250-C WATTS #LF15M2-C AMERICAN STANDARD: MADERA, MODEL 13043.660, WC -1 WATER CLOSET 4" 2" - 1/2" RIM ® 16.5", ADA, ELONGATED, FLOOR MOUNTED, WATTS #LF15M2-D 1.6 GPF, PRESSURE ASSIST, WHITE OPEN -FRONT 1-1/2" E 114-154 WILKINS #1250-E SEAT WATTS #LF15M2-E UNFINISHED AREAS PPP #SC -2000F 2" J.R. SMITH:4239L FCO -1 FLOOR 4" - - - WADE:W6000Z 1. AIR CHAMBERS ARE NOT AN ACCEPTABLE EQUAL TO WATER HAMMER ARRESTORS AND SHALL NOT CLEAN-OUT 2. SIZE PER MANUFACTURER'S RECOMMENDATIONS ZURN: Z140OHD UNFINISHED AREAS J.R. SMITH:4239L FCO -2 - FLOOR - 6" - - - WADE:W6000Z CLEAN-OUT ZURN: Z140OHD EC IC ELKAY #EZSTL8C, 8 GALLONS AT 50-F EWC-1 WATER 2" 2" - 1/2" 4.8 AMPS AT 120VAC, P -TRAP, STOPS - COOLER WALL MOUNTED, BI -LEVEL, A.D.A. ELECTRIC WATER RUUD EGSP20, 3kW, 208V/10, EWH-1 HEATER - - 3/4" 3/4" DRAIN PAN, T/P RELIEF VALVE, 20 GALLONS TANK DRAIN VALVE, WALL MOUNT KIT DW -1 DISHWASHER 3/4" - - 3/8" RESIDENTIAL STYLE G.E. #GLDT696JSS, 120V, 9.1A, STAINLESS STEEL TMV-1 THERMOSTATIC MIXING VALVE - - 1/2 1/2„ ZURN: ZW1070XL SET TO 105'F THERMOPLASTIC FIAT #MSB2424, SPEAKMAN #SC -5812 SERVICE MS -1 24"x24"x10" 3" 2” 1/2" 1/2" FAUCET, WALL BRACE, VACUUM BREAKER MOP SINK REF -1 WALL BOX - - - 1/2" INTEGRAL STOP, WATER HAMMER ARRESTOR DOUBLE COMPARTMENT PROFLO #PFSR332283, 33"x22"x8-1/8", SK -1 STAINLESS STEEL 2" 2" 1/2" 1/2" SYMMONS #S-23-3, SINGLE LEVER, SPAY HOSE, - P -TRAP, SUPPLIES, STOPS, ADA, 0.5 GPM NOTES: 1. MAKE AND MODELS LISTED ARE THE BASIS OF DESIGN CONTRACTOR MAY SUBMIT OTHERS FOR APPROVAL. 2. INSTALL ECO IN 24"x24"x4" THICK CONCRETE PAD. TOP OF PAD ELEVATION TO BE 2" ABOVE FINISHED GRADE. 3. INSTALL WALL HYDRANT 18" A.F.F. WATER HAMMER ARRESTOR SCHEDULE PIPE SIZE PDI SIZE FIXTURE UNIT RANGE MANUFACTURER AND PART NUMBER ELK PPP #SC -500A 1/2" A 1-11 WILKINS #1250-A WATTS #LF15M2-A PPP #SC -750B 3/4" B 12-32 WILKINS #1250-13 WATTS #LF15M2-B PPP #SC -1000C 1" C 33-60 WILKINS #1250-C WATTS #LF15M2-C PPP #SC -1250D 1-1/4" D 61-113 WILKINS #1250-D WATTS #LF15M2-D PPP #SC -1500E 1-1/2" E 114-154 WILKINS #1250-E WATTS #LF15M2-E PPP #SC -2000F 2" F 155-330 WILKINS #1250-F WATTS #LF15M2-F WATER HAMMER ARRESTOR NOTES: 1. AIR CHAMBERS ARE NOT AN ACCEPTABLE EQUAL TO WATER HAMMER ARRESTORS AND SHALL NOT BE INSTALLED. 2. SIZE PER MANUFACTURER'S RECOMMENDATIONS -3 "� 4" CHANNELS SUPPORTED �-� /a - � r-112"0 THREADED ROD waT V/.` md !mi a> ■ 1 mmW.` J mmN m7 m7 i mW -W 1 1 - �= lloolmd, "Nopm"Emp .---UWA 11 _ // u xx 1 11 II Ink���m III Issue Date Drawn By Checked By 7/19/18 18 / / `CEL. ELK POWER COMPANY TRANSFORMER AAAA120/208V/3PH/4W BASIS FOR DESIGN IS 150 KVA, 30K SCA TWO SETS: 3#4/0 AL #1/0 AL NEUT.3"C EACH CT METERING PER POWER COMPANYM BOND WITH #2 CU STANDARDS 2 CU 400/3/N3R/FS 400 RK5 PROVIDE (2) DRIVEN ELECTRODES, 4 BOND TO BUILDING STEEL AND TWO SETS: 3#4/0 AL RE -BAR IN SLAB. #1/0 AL NEUT, #6 CU G. 2-C EACH TVSS 20/2 125/3 PANEL A -- pC PHOTOCELL SITE LIGHTING 411/0 AL, #6 CU G, 1-1/2"C FSS 20/1 7—DAY TIMECLCK 20 1 TC WITH 2—HOUR MANUAL OVERRIDE 1 1 PANEL B1 --------- MULTI—POLE CONTACTOR FOR AUTO—OFF OF LIGHTING NIGHT 3 AND RECEPTACLES PER F. B. C. LIGHT ENERGY CODE AS SHOWN ON 71 3 PLANS. PROVIDE PERMANENT LABELS ON RECEPTACLES THAT ARE SWITCHED. COMMON AREA LIGHTING SEE ARCHITECTURAL ELEVATIONS AND PHOTOMETRIC SITE PLAN FOR EXACT WALL PACK LOCATIONS W4 105 - - W4 105 W4 105 MH: 18 MH: 18 MH- F P W4 105 MH: 14 STUB UP AT • I. T. BACKBOARD W4 105 MH: 14 METER AND MAIN DISCONNECT e� ELECTRICAL SITE PLAN Iq IP SCALE: ONE INCH - FORTY FEET (APPROX) - 3/4"C 2"C PER TEL/CO REQUIREMENTS MH: H: 13 POLE BASE JB BY POWER COMPANY — USE THIS LOCATION AS BASIS FOR BID. 2G INCLU 1 NE RAL STUB OUT (2)3"C FOR FUTURE BLDG TO 120 IGHTS U. G. SERVICE LATERAL BY E. C. —­, EXISTING POWER POLE. USE Ti115 TRANSFORMER AS BASIS FOR BID. COORDINATE WITH POWER COMPANY PRIOR TO FINAL PRICING. U o� CONNECT SITE TAMPER SWITCHES. ;VERIFY LOCATION r- D z O U. G. SECONDARY BY POWER COMPANY ONE -LINE DIAGRAM Drawn By Checked By 7/19/18 SCALE: ONE INCH — TWENTY FEET PIPER ELECTRICAL SPECIFICATIONS ELECTRICAL SYMBOLS AND FIXTURES SECTION 16010 - ELECTRICAL GENERAL PROVISIONS SECTION 16050 - ELECTRICAL BASIC MATERIALS AND METHODS EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT D COMMUNICATIONS OUTLET - MOUNTED 18" AFF TO C.L. U.N.O. 1. ALL WORK AND EQUIPMENT SHALL BE IN COMPLIANCE WITH THE 1. COLOR FOR PLATES AND DEVICES SHALL BE WHITE. CONNECT AHEAD OF ROOM LIGHTING SWITCH. TYPICAL RUN 3/4" CONDUIT TO ACCESSABLE CEILING SPACE. FOLLOWING CODES AND STANDARDS: 2. OUTDOOR DEVICE BOXES SHALL BE CAST FS TYPE WITH GASKETED COVERS, PROVIDE 2 GANG BOX WITH ONE GANG RING (TYPICAL). A. FLORIDA BUILDING CODE, 2017 EDITION. UNLESS INDICATED OTHERWISE. PVC IS APPROVED WITHIN CONCRETE WALLS. 4c=? EMERGENCY BATTERY WITH AIMABLE HEADS. 3. OUTDOOR BELOW GRADE PULL BOXES SHALL BE NON—METALLIC OPEN— COMMUNICATIONS OUTLET - ABOVE COUNTER OR HEIGHT AS NOTED. B. NFPA-70 NATIONAL ELECTRICAL CODE, 2014 EDITION BOTTOM WITH NON—METALLIC NON—TRAFFIC RATED COVER, BROOKS OR 2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECT. EXCEPT WHERE EQUAL. DO NOT MAKE SPLICES IN BELOW GRADE PULL BOXES. SOLID LINE INDICATES EQUIPMENT ON COMMON SPECIFICALLY NOTED ON THE PLANS TO BE RECONNECTED OR REUSED. 4. CONDUIT SHALL BE EMT, GRS, FLEXIBLE METAL CONDUIT OR LIQUID—TITE SINGLE POLE TOGGLE SWITCH - MOUNTED 48" AFF TO CIRCUIT AND/OR CONTROLLED BY COMMON SWITCH. 5. COORDINATE THE INSTALLATION WITH OTHER TRADES TO MAINTAIN PROPER FLEXIBLE METAL CONDUIT WITH STEEL. OR MALLEABLE IRON FITTINGS. CENTERLINE UNLESS OTHERWISE NOTED PROVIDE NECESSARY SWITCH LEGS IN CONDUIT TO WORKING CLEARANCES AND FIRE RATINGS. VERIFY EQUIPMENT RATINGS PRIOR TO PVC CONDUIT SHALL BE USED UNDERGROUND ONLY. PVC ABOVE GROUND "OS" WALLBOX OCCUPANCY SENSOR SWITCH. DUAL INFARED/ULTRASONIC ACHIEVE SWITCHING INDICATED ON PLANS. ORDERING MATERIALS. CHECK VOLT/AMP RATINGS, AND MOUNTING/YRIM TO THE FIRST BOX OR PANEL IS PERMITTED ONLY WHERE PROTECTED EQUAL TO SENSOR SWITCH. REQUIREMENTS. IF THERE ARE INCONSISTENSISTIES, GET CLARIFICATION. INSIDE A WALL OR WHERE CALLED FOR ON THE PLANS. "A" INDICATES SWITCHING TO ON STATE IS AUTOMATIC. /,--N-DOTTED LINE INDICATES EQUIPMENT ON A COMMON PRIOR TO ORDERING MATERIALS OR ROUGH—IN. 5. MG CABLE IS APPROVED FOR BRANCH CIRCUITS. " CIRCUIT BUT NOT CONTROLLED ON SAME SWITCH DEVICE. 6. FOR EMT IN EXPOSED & ACCESSABLE AREAS USE COMPRESSION FITTINGS M" INDICATES MANUAL SWITCHING TO ON STATE IS REQUIRED. 7. WIRE SHALL BE COPPER UNLESS NOTED OTHERWISE ON THE PLANS, HEAT "LV" INDICATES TO PROVIDE LOW VOLTAGE INTERCONNECTION WITH SECTION 16500 — LIGHTING AND MOISTURE RESISTANT, TYPE THWN WITH A 600 VOLT RATING. MULTIPLE UNITS CONTROLLING THE SAME CIRCUIT/CONTACTOR. PSS] TRANSIENT VOLTAGE SURGE PROTECTOR.- SEE SPECS. 1. EXIT SIGNS SHALL BE PROVIDED WITH ARROWS AND FACES TO MATCH 8. MINIMUM WIRE SIZE IS 112 FOR POWER CIRCUITS. RUN #10 MINIMUM HOMERUN FOR CIRCUITS LONGER THAN FIFTY FEET AS MEASURED FROM OS OCCUPANCY SENSOR SWITCH, SIMILAR TO WALL BOX SWITCH ABOVE, EXCEPT FIELD CONDITIONS AND SO AS TO BE CLEARLY VISIBLE FROM ANY LOCATION WITHIN THE ROOM , AS REQUIRED BY CODE. THE LAST JUNCTION BOX. CEILING MOUNTED. I T E - 2. LIFE SAFETY LIGHTING AND SIGNS SHALL BE PROVIDED WITH UNIT SECTION 16195 — ELECTRICAL IDENTIFICATION DUPLEX RECEPTACLE — MOUNTED 18" AFF TO CENTERLINE BATTERY EQUIPMENT AND CONNECTED TO THE ROOM LIGHTING CIRCUIT UNLESS NOTED OTHERWISE AHEAD OF ALL SWITCHING. 1. PROVIDE EACH BRANCH CIRCUIT PANEL WITH A DIRECTORY INDICATING (GFI) GROUND FAULT INTERRUPTING LOADS SERVED. THE PANEL SCHEDULES SHOWN ON THE PLANS DO NOT (WP) WEATHERPROOF WTIH GFI CONTAIN ADEQUATE INFORMATION TO BE COPIED AND USED AS PANEL SECTION 16610 — SURGE PROTECTION DIRECTORIES. LABEL EACH CIRCUIT WITH ACTUAL ROOM NUMBERS OR SWITCHED RECEPTACLE PER FBC ENERGY PROVIDE PERMIT # 1. POWER PANEL SURGE PROTECTORS, WHERE SHOWN ON THE PLANS, SHALL ROOM NAMES SERVED SUCH AS "RECPT 109 110, 1110. CODE. PERMANENT LABELING "CONTROLLED". BE MOV SINGLE—STAGE TYPE 75.000 KA PER PHASE WITH FUSING AND INDICATOR 2. ALL PANELS AND DISCONNECTS SHALL BE LABELED REGARDING LOADS SHOWING U SYMBOL WITH LABEL SHOWING LAMPS. MAKE DIRECT CONNECTION TO THE BUS. 2. PROTECTORS FOR BRANCH CIRCUIT PANEL BOARDS MAY BE FACTORY SERVED AND WHERE SERVED FROM. 3. USE ENGRAVED PLAQUES FOR LABELING LARGE EQUIPMENT..- DUPLEX.RECEPTACLE ABOVE COUNTER. SEE CASEWORK PLANS.PIPER, ALEX INSTALLED WITHIN THE PANEL OR MAY BE CLOSE NIPPLED TO THE SIDE 4. LABEL EACH POWER JUNCTION BOX WITH AN INDELIBLE MARKER P.E6 OF THE PANEL WITH CONNECTING LEADS LESS THAN 18 INCHES LONG AND WITH NO SHARP BENDS. INDICATING THE CIRCUIT NUMBERS CONTAINED WITHIN. CONSULTING ENGINEER FL # 42697 3. PROVIDE L—L, L—N, N—G PROTECTION MODES WITH 75 KA PER PHASE. POWER LIGHTING SYSTEMS DATA • • • VOICE: 407-578-5648 100 WILD Fern Dr. FAx : 888-357-3523 LONGWOOD, FL 32779 ALE% PIPERPEOGMAiL.COM Owner. ACS CONSTRUCTION Protech AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD FLORIDA, 3271 Scope Drawlingm These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ELECTRICAL SITE PLAN, ONE -LINE DIAGRAM ReNelone: A OWNER REVISION, 8/27/18 hme Date Drawn By Checked By 7/19/18 PIPER PIPER Certlfled By: ,�; s�,�p3yDER plA Y W ESSiC !U! 11111,1 t4 Drawing Number. E101 Protect Number. 17291 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 0 0 0 0 0 0 0 0 0 0 Luminaire Schedule G E wdgbt / 68U 13" 10.5" 9.9" 5.8" BY Symbol Qzy I label lArrar.qement I Total Lamn Lumens I LLF I Descri tion Lum. Watts 2 1 W3 ISINGLF I N.A. 0.900 LNC4-44L-4K-105-3-U 170.2 8 W9 105 IN LE N.A. 0.900 1 LNC4-44L-4K-105-4-U (finish) SW? I 170.5 4 W4-075 15iNULE N.A. 0.900 1 LNC3-24L47-075-4-U-(finish) SWP 160.3 Please contact Glenn Krohn at Western Florida Lightings. glenr.keMo:lando. co. -n 407-310-2579 t14LURBELLOutdoor Lighting Approvals ,�cttaucrl�acE�sj 24L without Mmer QB luminaire A 5 ` G E wdgbt / 68U 13" 10.5" 9.9" 5.8" BY 18 in. 330.2 mm 266.7 fnm 251 mm 147.3 mr> 210.8 mm 8.2 ka PHOTOMETRIC SITE PLAN A 4 uVs-ik ih �M'�' 0 r- --4 W os «2 ad4 . i' i'• = Pew w wm P-4 z `� W� a� W V. Jos' C) N z W M 00 2 v n z 2 s3\ Li 00 V .. 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OCELL CONTROLLED IRCUIT LIGHTING FIXTURE SCHEDULE TYRFJkl IPS DESCRIPTION WATTS MANUFACTURER / CATALOG NUMBER SEE NOI TYPE POWER • LIGHTING • SYSTEMS • DATA VOICE: 407-376-5648 100 WW Fern NOTE A2 32779 ALB% P IPER PE*GMAII..COM LED RECESSED INDIRECT 36 COLUMBIA LCAT24-40-LW-G 1,2 (EM) 4000K CENTER BASKET 'EM" 1100 LUMEN BODIN D 'D" = 0-10V DIMMING 84(EM) LED LOW BAY 112 COLUMBIA LWS-40-HL-W-SFA 1 4000K W OCCUPANCY SENSOR "EM'= 1100 LUMEN BODINE C(EM) LED RECESSED DOWN LIGHT 14 PRESCOLITE LC4SLDM-RLCSL14L4OK8 1 4000K 'EM'= 300 LUMEN BODINE CWP LED RECESSED DOWN LIGHT 14 PRESCOLITE SIMILAR TO TYPE C. 1 4000K EXCEPT DAMP LOCATION D LED CUTOFF WALLPACK 14 SPAULDING LMC-30LU-4K-3-035 -PC 1 4000K IWI PHOTOCELL COLOR T.B.D. EX LED UNIVERSAL EXIT SIGN 3 DUAL LITE EVC SERIES 1 W AIMABLE LAMP HEADS F 2 F32T8 STRIP LIGHT 24 GENERIC GENERIC 1 4000K NOTES: 1. FIXTURE IS CONSIDERED GENERIC. 2. LUMEN PACKAGE APPROXIMATELY EQUAL TO TWO F32T8 LAMPS. ACS CONSTRUCTION Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Drawkw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DnMlp 7NIK LIGHTING PLAN Reviskm OWNER CHANGES 8/18/18 OWNER REVISION, 11/30/18 issue Date Drawn By Checked By 7/19/18 PIPER PIPER Drawing Rmiber. E201 Project Nunbw. 17291 PERMIT # C ALEX PIPER, P.E. CONSULTING ENGINEER FL #42697 POWER • LIGHTING • SYSTEMS • DATA VOICE: 407-376-5648 100 WW Fern Dr. FAx : 866-357-3523 L ONG1r00D, FL 32779 ALB% P IPER PE*GMAII..COM Drawing Rmiber. E201 Project Nunbw. 17291 a is D O 0 f l`�) l�J lbl 0A C ED PANEL A VOLTAGE: 120/208V/3PH/4W MAIN: 400A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF 1 CIRCMMD(AMPS 120/208V/3PH/4W TYF ICAL DOOR MOTOR: IHP, 208/1V, 9A CIR CIR AMP POLE OAD(AMPS) E) MAKE #12'S TAP FROM FEEDER AT CH MOTOR 30/2/FS. 15RK5 FUSES CONNECT CB NO. NO. CB OUTSIDE COORDINATE YOUT IN RISER TVSS 0 30 BELL ROOM WITH F CONTRACTOR 2 100 3 80 J PANEL B 0 1 3 4 20 1 ©v0 41 80 GFI 97 7:�8, #IOG 2#8. #lOG Lv 2#8. #IOG GF 0 5 6 2#10, #IOG A -3a A-7: 9 FIRE 2#8, #10G RISER 1000 LOCATION B-9 � 80 RECEPT AHU-1 GFI 30 CONFERENCE SIGN3RUIR-.-MENTS IT 20 1 6 W/H LIGHTS ROOM VERIFY 24 120 20 1 9 10 20 F1011 RECEPTION 6 W/H LIGHTS AHU-2 1 F HP FAN. CONNECT 30 100 11 1 12 120 1 1 5: 6 W LIGHTS BRK RM f:1,2.. TO A-33 VIA TIMECLOCK. 20 Q 13 14 20 1 12 LIGHTS AHU-3 HU -1:208 1V. 30MCA, 30MC 2#S0. #IOG. 30/2/NF .O. E �11U11Mr - 15 16 1 20 1 6 SPARE OFFICE OFFICE 20 1 1 17 18 120 2 14 4 WALL PACKS CU -1 24 45 F-2 OFFICE )M 19 20 20 1 4 OFFICE 119fill BRK RM 106 24 20 1 21 22 20 GFI 6 SPARE B—a OFFICE 145 1 2 23 24 118 2 1 35 CHARGER I. T. 24 B-21 e 19 BREAK 105 OFFICE 112 25 26 20 1 35 B-13 GFI CB0 OOR BOX LOCATION 24 120 45 2 27 28 20 1 6 B-15 SPARE RECEPT 24 20 1 1 29 30 20 2 6 RECEPT WELDER _'J B-6 50 2 31 AHU-1. 2. 208/1V, 30M #10, #IOG. A. 30MCBCE 0/2/NFS OFF I Fl -0-7-1 ° TOILET FANS WATER H 30 FR HP F N. TIE TO LIGHT ATER:3KW, 208VAMU-! I /NFS, B-10: 12 CIRCUIT 3 B-2 OFFICE 1„ F-. 33 34 AH NIZI 1 6 VIA LINE VOLT T' STAT 108 B-8 EF -4 OOR BOX 0 LOCATI ON 50 2 1 35 36 2 F-5 40 -1--35 CHARGER OUTLET. BASIS FOR 2#8.#IOG. VERIFY RECEPTACL ID: 208/1V.50A TYPE. 2x4 PAINTE VERI RUN #6 CU BACKBOARD Y LOCATION TO PANEL B GROUND BUS AHU-3 a B-11 SPARE DOORS WELDER OUTLET. BASIS FOR BI 208/iV.50A 50 D 39 40 20 1 2#8. #IOG. VERIFY RECEPTACLE TYPE. SPARE B-27 COPY 35 1 20 1 1 GFI 42 CU -1 1307 1281 93 302 OPEN OFFICE 259 .� 254 DEMAND 117 OFFICE CU -2 116 B-23 U-3 B-29 a CU -1, 3:208 28MCA, 5MCB, - FLOOR BOX 2#8, #1 G. 60) A-30:32 2#10, #ION, #IOG PANEL B 0 VERIFION THROUGH OUT STORAGE PANEL A 102 GFIGFI GFI 00 R CDI CT POWER A D SYSTEMS PLAN SCALE: 1/8" = 1' -0" 0A C ED PANEL A VOLTAGE: 120/208V/3PH/4W MAIN: 400A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF 1 CIRCMMD(AMPS 120/208V/3PH/4W AMP POLE CIR CIR AMP POLE OAD(AMPS) CIRCUIT LABEL A B C CB NO. NO. CB A B C LABEL TVSS 0 30 3 1 2 100 3 80 PANEL B 0 1 3 4 20 1 80 RECEPT 0 5 6 20 1 80 RECEPT AHU-1 24 30 2 7 8 20 1 6 W/H LIGHTS SIGN 24 120 20 1 9 10 20 1 6 W/H LIGHTS AHU-2 1 24 30 1 2 11 1 12 120 1 1 6 W LIGHTS BRK RM 24 20 1 13 14 20 1 12 LIGHTS AHU-3 24 30 2 15 16 1 20 1 6 SPARE BRK RM 24 20 1 1 17 18 20 2 4 WALL PACKS CU -1 24 45 2 19 20 20 1 4 BRK RM 24 20 1 21 22 20 1 6 SPARE CU -2 24 145 1 2 23 24 50 2 1 35 CHARGER I. T. 24 1 25 26 20 1 35 SPARE CU -3 24 120 45 2 27 28 20 1 6 SPARE RECEPT 24 20 1 1 29 30 20 2 6 RECEPT WELDER 40 50 2 31 32 20 1 6 TOILET FANS 40 120 20 1 33 34 20 1 6 RECEPT CHARGER 40 50 2 1 35 36 40 -1--35 37 38 20 1 6 SPARE DOORS 35 50 2 141 39 40 20 1 6 SPARE FRCP 35 1 20 1 1 41 142 42 1307 1281 93 302 TOTAL 259 233 254 DEMAND 0 D ,IV, '2/N3R SERVICE SIZE - 400A, 144 KVA. SEE ONE -LINE DIAGRAM ON EIOI FOR SERVICE ENTRANCE CONDUCTORS. VOLTAGE: 120/208V/3PH/4W MAIN: 125A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF i CIRCULMD(AMPS) Drawn By AMP POLE CIR CIR AMP POLE OAD(AMPS) CIRCUIT LABEL A I B C CB NO. NO. CB A B I C LABEL TVSS 0 30 3 1 2 20 1 12 RECEPT 0 3 4 20 1 6 RECEPT 0 5 6 20 1 9 RECEPT RECEPT 9 1 7 820 1 9 FRIDGE. EWC SIGN 10 120 20 1 9 10 30 2 20 WATER HTR RECEPT 1 12 20 1 11 12 1 20 BRK RM 6 20 1 13 14 20 1 12 LIGHTS RECEPT 12 20 1 15 16 20 1 12 LIGHTS BRK RM 16 20 1 1 17 18 20 1 12 LIGHTS D/W 10 20 1 19 20 20 1 6SPARE BRK RM 6 20 1 21 22 20 1 6 SPARE RECEPT 10 120 1 23 1 24 20 1 1 6 SPARE I. T. 6 1 25 26 20 1 6 SPARE COPY 6 120 20 1 27 28 20 1 1 6 SPARE RECEPT 12 20 1 1 29 30 SPARE 6 1 31 32 20 1 6SPARE TOILET FANS 3 120 20 1 33 34 1 20 1 6 SPARE SPARE 6 20 36 -1--35 37 38 20 1 6 SPARE 39 40 FRCP 1 20 1 1 41 142 PROVIDE LOCKING HANDLE AT FRCP 94 93 94 TOTAL 67 66 67 DEMAND PERMIT # ALEX PIPER P.E. CONSULTING ENGINEER FL #42697 POWER - LIGHTING - SYSTEMS - DATA VOICE: 407-376-5648 100 W10 Fern Dr. FAx : 866-557-3525 LONG1f00D, FL 32779 ALE%PIPERPEOGYAIL.COM Owner: - ACS CONSTRUCTION Project: AEROLANE BUILDING CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Drawinge: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawling Tide: POWER PLAN Revislona: CITY COMUFNTS_ R /1 d /1 R lem Date Drawn By Checked By 7/19/18 PIPER PIPER CerMW By: �,\X\111 I I I I 1 /// p21 d =r. 0,;U U� M: Drawling *=bar. E202 Project Number: 17291 I V V- \ W I L. L/ I L.11111 Lf fl l• L. - i I I K[bl-tc ( I - 1000 LONGWOOD, FLORIDA 32779 CoNM PHONE: (407) 376-5648 ,0, FAX: 18661. 357-3523 �— — — CONTACT: ALEX PIPER 10QOFnM 114 EMAIL: ALEXPIPERPE@GMAIL.COM �� — — — — — — — H&L AY C f OFFICE STRUCTURAL: „3 _o 119 PLAN 108 THE AVANTI - GROUP INC. ,- 1 yyARE110USE I BRW m PROJECT SQUARE FOOTAGE: 4 11-30-18 BUSINESS (B) 07-19-18 TOTAL STORAGE S.F................................................ - 10,420 SQ. FT. TOTAL BUSINESS S.F.................................. . = 4,611. SQ. FT. TOTAL BUILDING S.F................................................ _, 15 031 SQ. FT. CONSTRUCTION TYPE: 2 08-27-18 TYPE IIB - (SPRINKLERED) 4 11-30-18 07-19-18 4 11-30-18 4 11-30-18 OCCUPANCY: S-1, B - BUSINESS PER FLORIDA BUILDING CODE, SIXTH EDITION (2017) NO SEPARATION REQUIRED PER SECTION 508.3.3. AND TABLE 508.4 OCCUPANCY SEPARATION. APPLICABLE BUILDING CODES: • FLORIDA BUILDING CODE, SIXTH EDITION (20171 • FLORIDA ENERGY CODE, SIXTH EDITION (2017) • FLORIDA MECHANICAL CODE, SIXTH EDITION (2017) 9 FLORIDA PLUMBING CODE, SIXTH EDITION (2017) • EXISTING BLDG. FLORIDA BUILDING CODE, SIXTH EDITION (2017)- o FLORIDA ACCESSIBILITY CODE, SIXTH EDITION (2017) • FLORIDA FIRE PREVENTION CODE, SIXTH EDITION o 2014 NATIONAL ELECTRIC CODE • NFPA 101 LIFE SAFETY CODE, 2015 EDITION • 2013 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS ! 4 11-30-18 07-19-18 • 4 11-30-18 0 • 4 11-30-18 4 11-30-18 07-19-18 2 08-27-18 • ! • 4 11-30-18 07-19-18 4 11-30-18 4 11-30-18 SCALE: 1%8" = 1'-0" FIRE SPRINKLER PERMITTED SEPARATELY Issue Date Drawn By Checked By 07/19/18 CC CMS FE E 20 A 4 2 A3o� 8 12'-0" PRE—FABRICATED METAL BUILDING — BY OTHERS I WAR HOUSE - GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. 5 6 B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN – PRE–ENGINEERED METAL ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E._ 100A). CANOPY BY OTHERS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 8 F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND 13 GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL 12'-0" 6'-2" 111-8" F_ — — — — — — — — - — — — — � — � H. .APPLY. SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL ogn%16'-0' 3'– ' I I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT moor L/120. J ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO I REVIEW. O FI E I K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT RI R p I THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND 13 1 0 I I I FLORIDA BUILDING CODE. I L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES –PRE–ENGINEERED METAL AS SHOWN. I I CANOPY BY OTHERS. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONFERENC - I M RECEPTION I CONDITIONED SPACE AS NECESSARY. ROOM .: OO 100 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE I NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED ell OFFICE 120 I O-FFIC€-- 5 119 A401 n _• J R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. — —— C S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN _ CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. RES ' -R HALLWAY TT. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST 03 115 BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. OFFICE „4 _ PLAN NOTES: R00 I04 O REFRIGERATOR/FREEZER PROVIDED. BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION I OFFICE � UPPER AND LOWER CABINETRY. PLAN ROM 1 C 106 O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. IO ` SEMI–RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 ' FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY OFFICE r 1- ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0' ABOVE 118 I of THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" Flo BREAK I ABOVE THE FLOOR. ROOM 4'x8'xY4' PLYWOOD FIRE–TREATED PHONE BOARD BOT. ® 12' A.F.F. PAINT TO MATCH — 105 OFFICE " O ADJACENT WALL COVER ALL WALLS. �1 FI 112 PRE—FABRI ATED METAL BUILDING BY OTHERS 111'-8" I 4 a3o� 3 4 G ® 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT ISAFETY YELLOW. SEE DETAIL ON SHEET A401. I O9 OFFICE NEW HI–LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. I 107 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE _ PLUMBING DWGS. FOR ADDITIONAL iNFORMATION. HALLWAY Drawn By 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. RES R 115 OFFICE I 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 109 111 ( - 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. FEI LOST FIRE RISER. OOM " 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 1 0 EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR Q AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE 1 - TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND HALLWAY THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. LIL5J 200 OVERHEAD DOOR NOTES: 0 OVERHEAD SECTIONAL STEEL DOOR, 12'-0' WIDE x 12'-0" TALL, POWER I OPERATION VERTICAL LIFT & UNINSULATED. SEE ELEC. DWGS. O OPEN - - K 17 1 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Issue Date Drawn By Checked By 07/19/18 CC , CMS Certified By. o �F Ft4 oeaaaaoaoao e e o o o� °o F 9 f246 a 1! 0 11 30-%2018 0� Drawing Number. A200 � _—._ Drawing Number. A200 GENERAL NOTES: WALL TYPES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN NOTES: 40 OCCUPANTS (1 PER 100 S.F.) OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED EXISTING CONSTRUCTION TO REMAIN 344 S.F. (A-3 USE -CONFERENCE) = BY ARCHITECT. DO NOT SCALE DRAWINGS. 10,470 S.F. (S-1 USE -STORAGE) = B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. NEW WALL PARTITION C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 1. ALL WALLS TO EXTEND 10'-0" A.F.F., UNLESS OTHERWISE NOTED. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN = 300' FT. MAXIMUM PROVIDED TRAVEL DISTANCE 'A' SUFFIX HAS BEEN ADDED LE. 100A . ONE DOOR OCCURS IN A ROOM, ( ) 2. `PROVIDE MOISTURE RESISTANT GYPSUM .WALL BOARD IN ALL WET AREAS. _ E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS 5 6 F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 STORAGE (S-1 USE): GYPSUM BOARD). DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL LESS THAN THE FOLLOWING: H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE - PRE-ENGINEERED METAL CANOPY BY OTHERS. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR = .2 IN. .2 INCHES x 21 OCCUPANTS = 4.2 IN. POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM TRAVEL DISTANCE L/120. - EACH END. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO B FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE 3" TYPE S PAN HEAD SCREWS DA DG I ILLI "V I `V N 2 CEILING PLAN A201 0 SCALE: 1 /8"=1'-0" 16 REVIEW. • ON BOTH SIDES OF STUD FLANGE. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHESSCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM AS SHOWN. SPACING OF 48" OR LESS TO MATCH CEILING GRID. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL E PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. CONDITIONED SPACE AS NECESSARY. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL W1 3%" 25 GA. METAL STUDS ® 24" O.C. WITH P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE - GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE W2 3 " 25 GA. METAL STUDS 0 24" O.C. WITH %" GYP. - SPECIFIED. - BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL _ R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE SEE SEE 2/A401. ^� PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN W3 6" 18 GAUGE STEEL STUDS ®24" O.C. WITH AN ALLOWABLE CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST (1) LAYER %" GYPSUM WALL BOARD TYPE "C" ON BOTH BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION IN EACH STUD CAVITY. SEE 3/A401. PLAN NOTES: W4 3% 25 GA. METAL STUDS 0 24" O.C. W/ " GYPSUM tv REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O BOARD ONE SIDE AND R-13 BAIT INSULATION PLUS O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. R-4.5 CONTINUOUS INSULATION. LOCATED %" OFF EXTERIOR WALL O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. 4 UPPER AND LOWER CABINETRY. F8� F(X) =FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. 6 SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT GENERAL CEILING NOTES: ` 0 +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 �• WAS GO TO UNDERSIDE OF CEILING GRID/TILES UNLESS NOTED AS FOLLOWS: FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY 6" WALL EXTENDS 6" ABOVE GRID LES. ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE - THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" D WALL EXTENDS TO DECK ABOVE. ABOVE THE FLOOR. - 48'x%" PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH 2. LIGHTS, DIFFUSERS, AND SPRINKLER HEADS ARE SHOWN FOR LOCATION ONLY. SEE ADJACENT WALL COVER ALL WALLS. ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. O6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT 3. ALL SUSPENDED ACOUSTICAL CEILINGS ARE TO BE AT -1 UNLESS NOTED OTHERWISE. SAFETY YELLOW. SEE DETAIL ON SHEET A401. 4. NEW CEILING TILE SHALL BE CENTERED IN THE ROOM WITH GREATER THAN Y2 TILE AROUND THE PERIMETER. UNLESS SHOWN OTHERWISE. O9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 5. INSTALL R-19 FIBERGLASS BATT INSULATION ABOVE ALL ACOUSTICS CEILING PANELS NEW JANITOR 10 PANELS BEHINDOSINKN PROVIDE 30" K. DRYWALL CONTRACTORG LIBLE HOSE TO DAND HOSE CLAMP REINFORCED CEILING LEGEND: PLUMBING DWGS. FOR ADDITIONAL INFORMATION. AT -1, NEW 2'x2' SUSPENDED ACOUSTIC CEILNG GRID. 2x2 WHITE, 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. ARMSTRONG DUNE CEILING 24"x24"x5/8" W/ BEVELED EDGE OR 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EQUAL, WHITE, OR APPROVED ALTERNATE. 13 DOWNSPOUT LOCATION. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE F71NEW 2'x2' RETURN DUCT. SEE MECH. DWGS. OF THE TRIBUTARY GUTTER. 14 FIRE RISER. ® NEW 2'x2' SUPPLY DUCT. SEE MECH. DWGS. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR NEW 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE. AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL rol EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND OO NEW 4" RECESSED COMPACT FLUORESCENT FIXTURE. THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. NEW LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD ® NEW DIRECTIONAL LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD LIFE SAFETY : SUMMARY -- OCCUPANT LOAD (PER FLORIDA BUILDING CODE - 6TH EDITION) BUSINESS (B OCCUPANCY): LAVATORIES 4,065 S.F. (BUSINESS USE) = 40 OCCUPANTS (1 PER 100 S.F.) 153 S.F. (A-2 USE-BREAKROOM) = 10 OCCUPANTS (1 PER 15 S.F.) 344 S.F. (A-3 USE -CONFERENCE) = 23 OCCUPANTS (1 PER 15 S.F.) 10,470 S.F. (S-1 USE -STORAGE) = 21 OCCUPANTS (1 PER 500 S.F.) TOTAL BUILDING OCCUPANTS = 94 0.9MIN. MEANS OF EGRESS 0.5 MIN. BUSINESS (B USES 0.05 MIN. 0.05 MIN. MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300' FT. MAXIMUM PROVIDED TRAVEL DISTANCE = 70'-6" FT. MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 73 OCCUPANTS = 14.6 IN. REQUIRED (102 IN. PROVIDED) STORAGE (S-1 USE): MAXIMUM ALLOWABLE TRAVEL DISTANCE = 400' FT. (FULLY SPRINKLED) MAXIMUM PROVIDED TRAVEL DISTANCE = 132'-5" FT. MAXIMUM ALLOWABLE COMMON TRAVEL PATH = 100' FT. (FULLY SPRINKLED) MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH= 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 21 OCCUPANTS = 4.2 IN. REQUIRED (136 IN. PROVIDED) TRAVEL DISTANCE 0 Z a�� Fµ � PLUMBING FIXTURES AA REQUIRED FIXTURES - BUSINESS 40 OCCUPANTS (PER FLORIDA BUILDING CODE - 6TH EDITION) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE I FEMALE MALE T FEMALE 1 PER 25 FOR FIRST 50/ 1 PER 50 EXCEEDING 50 40 PEOPLE = 1.8 FIXTURES 1 PER 40 FOR FIRST 80/ 1 PER 80 EXCEEDING 80 40 PEOPLE = 1.0 FIXTURES 1 PER 100 - 0.9 MIN. 0.9MIN. 0.5 MIN. 0.5 MIN. .40 MIN. REQUIRED FIXTURES ASSEMBLY (A-2 = 10 OCCUPANTS) (A-3 = 23 OCCUPANTS) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE T FEMALE MALE I FEMALE 1 PER 75 10 PEOPLE _ .13 FIXTS. 1 PER 200 10 PEOPLE _ .05 FlXTS. 1 PER 500 1 SERVICE SINK 0.075 MIN. 0.075 MIN. .025 MIN. .025 MIN. .02 MIN. 1 PER 125 1 PER 65 1 PER 200 OTHER . MALE 21 PEOPLE = 21 PEOPLE = 21 PEOPLE = FlXTS. 1 PER 500 1 SERVICE 168 FlXTS. 32 FlXTS. .1 1 SERVICE SINK 0.168 MIN. 0.32 MIN. 0.05 MIN. 0.05 MIN. 0.042 MIN. TOTAL REQUIRED FIXTURES: WATER CLOSETS LAVATORIES - DRINKING FOUNTAINS OTHER . MALE FEMALE MALE FEMALE 2 MIN. 2 MIN. 2 MIN. 2 MIN. MIN. 1 SERVICE .42 SINK - TOTAL PROVIDED FIXTURES: WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 2 2 2 2 2 1 SERVICE SINK ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. - On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE FLOOR PLAN & REFLECTED CEILING PLAN Revisions: A08/14/18 City Comm. A11/30/18 Owner Rev. Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By: 0 Of ° s ° Al. AR91246 0 o 11 /2018 °° oo t D► Drawing Number. A201 Project Number. 17291- " GENERAL NOTES: 4-0 FINISH SPECIFICATIONS • A. -ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN ° FLOOR FINISHES WALL FINISHES OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED ° ° MATERIAL: CARPET MATERIAL -PAINT BY ARCHITECT. DO NOT SCALE DRAWINGS. MFG: TO BE DETERMINED MFG: TO BE DETERMINED B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. aoo CPT1 STYLE: TO BE DETERMINED P1 COLOR: TO BE DETERMINED C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. ' 7 \' COLOR: TO BE DETERMINED FINISH: EGGSHELL D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN LOCATION: FIELD COLOR ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL' VINYL COMPOSITE TILE I 5 A302 E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. VCTt MFG: TO BE DETERMINED MATERIAL PAINT F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND STYLE: TO BE DETERMINED MFG: TO BE DETERMINED GYPSUM BOARD). g SIZE: 12"x12" P2 COLOR: TO BE DETERMINED %' FINISH: EGGSHELL G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL 1 A302 BASE FINISHES LOCATION: ACCENT COLOR H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL MATERIAL: VINYL BASE I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT MATERIAL: PAINT L/120. MFG: TO BE DETERMINED MFG: TO BE DETERMINED VB1 COLOR: TO BE DETERMINED P3 COLOR: WHITE J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. M STYLE: COVE FINISH: EGGSHELL_ 5-0 SIZE: 4 K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT LOCATION: WAREHOUSE WALLS THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WffH DISABILITIES ACT AND DOORS AND FRAMES CAN BE SEMI -GLOSS MILLWORK FLORIDA BUILDING CODE. 7 MIR. FINISH USING SHERWIN WILLIAMS PAINT TO L FLOOR SHALL BE CLEANED' SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES - `a�. /MATERIAL: PLASTIC LAMINATE AS SHOWN. �' MATCH FIELD COLOR (P1) 5 MIR. A302 MFG: TO BE DETERMINED M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. � PL -1 9 B R E A K R O O M PLAN 4 ALL WAREHOUSE WALLS TO BE PAINTED (P3). COLOR: TO BE DETERMINED N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL 6 IR. LOCATION: COUNTERTOPS CONDITIONED SPACE AS NECESSARY. A302 IiiiMnm 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE 0 SCALE: 1/4"=1'-0" 8 MATERIAL' PLASTIC LAMINATE _NUMBER, TYPE &LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL PL -2 MFG: TO BE DETERMINED P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE ° COLOR: TO BE DETERMINED WITH OWNER. Z o N LOCATION: CABINETS 3 A3o2 ° Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNERS DIRECTION, UNLESS OTHERWISE ° SPECIFIED. 1J I A3o2 R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE 4 PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 3'-1' a'-1' FIF1'-0' V -o" 2'-2" 4 -° S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN A — - _ _ _ — _ — — CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. ACCESSORY SCHEDULE NO. ITEM MANUF. CATALOG # MOUNTING HT. ❑GRAB T1 BAR — 36" STAINLESS STEEL BOBRICK B-6806 34" A.F.F. T2 GRAB BAR BOBRICK B-6806 34" A.F.F. O6" 42" STAINLESS STEEL SAFETY YELLOW. SEE DETAIL ON SHEET A401. T3 SURFACE MOUNTED MULTI—ROLL BOBRICK B-2888 TOP AT 28" A.F.F. NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED TOILET TISSUE DISPENSER PANELS BEHIND SINK. PROVIDE 30° LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE T4 MIRROR WITH STAINLESS FRAME BOBRICK B-165-1830 BOT. ® 6" ABOVE SINK T5 LAVATORY MOUNTED SOAP BOBRICK B-822 MOUNTED DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE DISPENSER OF THE TRIBUTARY GUTTER. LAVATORY LEVEL T6 SURFACE MOUNTED SANITARY BOBRICK B-270 TOP AT 28" A.F.F. 15 NAPKIN DISPOSAL SEMI—RECESSED PAPER TOWEL BOBRICK B-3942 TOP AT 59N2" A.F.F. & WASTE RECEPTACLE . T8 SURFACE MOUNTED PAPER BOBRICK B-3699 TOP AT 5%" A.F.F. TOWEL & WASTE RECEPTACLE T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: O1 REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O4 UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54 A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVELDISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY �lQTE: MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD Drawn By ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 -0 ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO CC ABOVE THE FLOOR. COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. Oj 4'x8'xY4" PLYWOOD FIRE -TREATED PHONE BOARD BOLO 12" A.F.F.` PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. O6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. O9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30° LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. T, HIIAX 12" S-6 GENERAL FINISH NOTES: INDICATES FLOOR FINISH INDICATES WALL FINISH TO XXX XX Ts TO BE DETERMINED BE DETERMINED OXX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS BE DETERMINED FINISH TO BE DETERMINED A PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING I • INSTALLATION JOINT AND SEAM LAY -OUTS. B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. wax — C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER _ CABINETS) TO MATCH ADJACENT SURFACE. D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ENLARGED ARCHITECT/DESIGNER. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. % RESTROOM PLAN E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. ,8302 F. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. o SCALE: 3/8"=1'-0" 6 G. GC TO HAVE MOISTURE TESTING DNE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT CONCRETE ELEVATED SLABS ONLY. H. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. 1. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH EXISTING. J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. K. ELECTRICAL DEVICES & COVERS COLOR TO MATCH EXISTING. L USE EPDXY PAINT ON ALL INTERIOR RESTROOM WAILS TO CREATE A WASHABLE SURFACE. M. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. N. INTERIOR FINISHES SHAIL BEAN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 0. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT COLOR TO MATCH EXISTING.' P. G.C. TO PROVIDE NEW BLINDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME COLOR AS WAIL. R. ALL FURNITURE AND WORKSTATIONS BY TENANT. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM PLANALEVS Issue Date Drawn By Checked By 07/19/18 CC CM8 Certified By: F° 0 l ..Iow 4L �� a• 'AR9� 4 a l� ��a 1�0/ 8 0� Drawing Number. A302 Scope Drawings: These is drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical -and electrical systems. - The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: Q11/30/18 Owner Rev. Issue Date Drawn By Checked By GENERAL NOTES: CC CM8 A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND . GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL L ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. _ NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. OIL- T.O. PARAPET 3/' THICK FIRE TREATED APA 4 RATED PLYWOOD FLOOR 7/16 POINTED FRnMING SHEATHING W 10 TEK SCREW PFD716 024. O.C., sEALANT AND BACKER ROD SCREWS ®6 OC ALONG MAX » EDGES & 12 OC ' PIN 0 24' O.C. INTERMEDIATELY THERMAL BATT INSULATION OL B.O. MTL. FRAMING t10'-0" A.F.F. Ak B.O. ACT TILE B.O. ACT TILE B.O. ACT TILE SEE RCP SEE RCPSEE RCP �' GYPSUM BOARD CEILING R-19 FACED SUSPENDED ACOUSTIC CEILING TILE SUSPENDED ACousilC CEILING TILE SUSPENDED ACOUSTIC CEILING TILE BATT INSULATION - 1000T125-43 . 3%-25 GA STEEL 5/8' GYPSUM WALL BOARD 18GA CONT ( ) TRACK W/ (2) STUDS AT 16 O.C. 3%' 25 GA. STEEL 1 LAYER THERMAL INSULATION. STUDS AT 24 O.C. WAREHOUSE #12 TEK OFFICE SCREWS AT EACH JOIST ' TYPE 'X. CONTRACTOR SHALL VERIFY STUD GYPSUM WALL BOARD SIZE, GAUGE, AND FREQUENCY MEET MANUFACTURER'S SPAN UMrrATION FOR HEIcHr, L/120 = R-13 BATT INSULATION - DEFLECTION AND 5 PSF LATERAL LOAD 6' 18 GA. STEEL STUD 0 24' O.C. 3 �" 18 GA A' 25 GA. STEEL SOUND BATT INSULATION STEEL STUDS AT STUDS AT ' O.C. 24" O.C. 3%' 25 GA. STEEL 5/8' GYPSUM WALL BOARD 6' GALVANIZED STEEL STUDS AT 24' O.C. 1 LAYER THERMAL INSULATION. PIPE BOLLARD %' TYPE 'X' GYPSUM WALL BOARD I ' TYPE 'X' SOUND BATT INSULATION GYPSUM WALL BOARD 5 " TYPE GYPSUM WALL BOARD 1CONCRETE CROWN WITH BROOM FINISH POINTED FRAMING SCREW > Ile POINTED FRAMING SCREW OFFICE WAREHOUSE 3(6 POINTED FRAMING EXTERIOR LOCATIONS /f8 SCREW PFD716 PFD716 0 24 O.C. MAX. PFD716 0 24' O.C. MAX. 24' O.C. MAX. .. .a.. .... NEW WALL BASE. SEE FINISH SCHEDULE NEW WALL BASE SEE FINISH SCHEDULE -' PIN 0 24' O.C. NEW WALL BASE. a SEE FINISH SCHEDULE NEW FLOOR FINISH. SEE FINISH SCHEDULE NEW FLOOR FINISH. SEE FINISH SCHEDULE 7/16 POINTED FRAMING SCREW PFD716 024' O.C.NEW FLOOR FINISH. o ' U MAX EXISTING FLOOR SEE FINISH SCHEDULE NEW FLOOR SLAB EXISTING FLOOR SLAB SLAB .. 27i CONCRETE - • �-. -. . ..'tea-. _- - - �•.- ad dC .d - FOOTING .. A. "d . - _ - _ •' -�'.. a :.d _• ._-::. TWALL SECTION_ 2 WALL SECTION K3WALL SECTION 5 WALL SECTION BOLLARD DETAIL 4 A401 D SCALE: 1"=1'-0" 2 _ - A401 A401 D SCALE: 1"=1'-0" 2 D SCALE: 1"=1'-0" 2 A401 D SCALE: 1"=1'-0' 2 A401 » » 0 S __ 2 CALF. 1 1 0 Scope Drawings: These is drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical -and electrical systems. - The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: Q11/30/18 Owner Rev. Drawing Number. A401.- Project Number. 17291 Issue Date Drawn By Checked By 07/19/18 CC CM8 Drawing Number. A401.- Project Number. 17291 e T-11- - 2"-11- 2'-11' KV -7"K SCHLAGE STOP ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION i DES. QTY. DOOR AND FRAME SCHEDULE S-1 1/LEAF FLOOR STOP 3310 A A A A &L A CLOSER 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE MTD. CLOSER 7700 US26D NORTON MISCELLANEOUS 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL O DES. QTY. TYPE MODEL # FINISH BRAND M-1 1/LEAF KICK PLATE 8'x34" US32D ROOM NUMBER 1 NAME o ° M-2 1 �• SINGLE CYLINDER DEADBOLT US26D SCHLAGE N WEATHER STRIP 0 00 DES. QTY. TYPE MODEL # FINISH BRAND W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. AND THRESHOLD s PUSH PULL .. 9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. iii:,u:�iu�r:�� TYPE MODEL # FINISH BRAND P-1 1 PUSH PLATE 30S 26D HAGER 1 PULL HANDLE 30E 26D HAGER APPROACHING DOORS THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TO THE SENSOR. v,�APOM B. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. D. THE MANUAL RELEASE DEVICE SPECIFIED ABOVE SHALL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT. E. WHEN OPERATED, THE MANUAL RELEASE DEVISE SHALL RESULT IN DIRECT INTERRUPTION OF THE POWER TO THE LOCK — INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS — AND X THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. E F. ACTIVATION OF THE BUILDING FIRE—PROTECTION SIGNALING SYSTEM, IF PROVIDED, SHALL to GLASS OFFICE WALL BY OTHERS AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. X G. THE ACTIVATION OF MANUAL FIRE ALARM BOXES THAT ACTIVATE THE BUILDING FIRE PROTECTIVE M E N SIGNALING SYSTEM SPECIFIED IN #6 ABOVE SHALL NOT BE REQUIRED TO UNLOCK THE DOORS. rn NH. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, ' ' SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL NOT IN 103 RESTROOM PICTOGRAM L ENTRANCE DOORS IN THIS BUILDING SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING FIELD PERIODS THAT THE BUILDING IS OPEN. �1105 : • •.. ��momm®mm®emmaemmmmmmvevee . 106 . - O O ■���®mmammma®ma®tee®®®moo®vo- .•_�• i� .` > - t ♦ lr "/♦' 7 1�7!'/'�'11!�l �J�'l!�n��� mac!'!'R"'T�'�''�7'�'� ��vi��u���r�V���r1'�Ory -PWM V.5 M4i 110 — RESTIR OM M.i�r \IrrirWiiiia����Y����������� ® ���mmmammme®me��a®®®aaa�aa ® a®MMOMoamae■ME®MMM®e®®Moao , DOOR USED ���®mmemmmo®ma®�®a®®®a®oao � ���®mmommma®ma®��e®®ae®oval ,,, . ,., • - ���®mmB®m®0®©00�00�®moo®0oe F M14 111111111IM412 ���mmaveam■®mo®®vevo0o®voe 112 OFFICE ■���mmooaeme®ma®aveovoe®aa® ®.�I��mm®va®mommevoa®vevevovo e T-11- - 2"-11- 2'-11' KV -7"K SCHLAGE STOP ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION i DES. QTY. TYPE MODEL # n BRAND S-1 1/LEAF FLOOR STOP 3310 A A A A &L A CLOSER 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F.. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT. MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL L ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL' P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. HARDWARE SCHEDULE HINGES/PIVOTS DES. QTY. < TYPE MODEL # FINISH BRAND _ B-1 3/LEAF HINGES FBB179 US26D STANLEY ' LATCH -FUNCTION DES. QTY. TYPE MODEL # FINISH BRAND L-1 1 PASSAGE—NON LOCKING D SERIES US26D SCHLAGE L-2 1 OFFICE D SERIES US26D SCHLAGE L-3 1 STORAGE D SERIES _US26D SCHLAGE L-4 1 PRIVACY D SERIES US26D SCHLAGE L-5 1 CLASSROOM D SERIES US26D SCHLAGE L-6 1 RIM CYLINDER W/ THUMB TURN D SERIES US26D SCHLAGE STOP ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION DES. QTY. TYPE MODEL # FINISH BRAND S-1 1/LEAF FLOOR STOP 3310 US26D DCI CLOSER 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE MTD. CLOSER 7700 US26D NORTON MISCELLANEOUS 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL O DES. QTY. TYPE MODEL # FINISH BRAND M-1 1/LEAF KICK PLATE 8'x34" US32D HIAWATHA o ° M-2 1 �• SINGLE CYLINDER DEADBOLT US26D SCHLAGE N WEATHER STRIP 0 00 DES. QTY. TYPE MODEL # FINISH BRAND W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. AND THRESHOLD s PUSH PULL 9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. DES. QTY. TYPE MODEL # FINISH BRAND P-1 1 PUSH PLATE 30S 26D HAGER 1 PULL HANDLE 30E 26D HAGER DRINKING FOUNTAIN DETAIL U SCALE: 1/2°=1'—D' 4 DOOR SCHEDULE- NOTES: 1. PROVIDE NEW MEDIUM GRADE ADA LEVER HARDWARE TO MATCH STANLEY TRIM PROFILE 16D - 5'-2' ,' BRUSHED CHROME FINISH. 'r s� scHm. SEE SCHED. 2. COORDINATE KEYING LOCK SETS WITH TENANT. L Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SCHEDULE, ELEVATIONS, AND DETAILS Revisions: Q11/30/18 Owner Rev. Issue Date Drawn By Checked By 07/19/18 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. / 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. 5. VERIFY SECURITY HARDWARE WITH TENANT. 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL / e 7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI—GLOSS ENAMEL TO MATCH ADJACENT WALL COLOR. 8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY NES AT ALL DOORS. MANUFACTURER MAY BE N \ N SUBSTITUTED AT OWNERS REQUEST. 9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. 10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES. D D ^ 11. L SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NFPA 101 7.2.1.6.2 AND FLORIDA BUILDING CODE 1008.1.3.4 FOR ACCESS—CONTROLLED DOORS. IF REQUESTED, SECURITY VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: A. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TO THE SENSOR. B. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL C. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. D. THE MANUAL RELEASE DEVICE SPECIFIED ABOVE SHALL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT. E. WHEN OPERATED, THE MANUAL RELEASE DEVISE SHALL RESULT IN DIRECT INTERRUPTION OF THE POWER TO THE LOCK — INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS — AND X THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. E F. ACTIVATION OF THE BUILDING FIRE—PROTECTION SIGNALING SYSTEM, IF PROVIDED, SHALL to AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. X G. THE ACTIVATION OF MANUAL FIRE ALARM BOXES THAT ACTIVATE THE BUILDING FIRE PROTECTIVE M E N SIGNALING SYSTEM SPECIFIED IN #6 ABOVE SHALL NOT BE REQUIRED TO UNLOCK THE DOORS. rn NH. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, ' ' SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL NOT IN REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. PICTOGRAM L ENTRANCE DOORS IN THIS BUILDING SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING FIELD PERIODS THAT THE BUILDING IS OPEN. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SCHEDULE, ELEVATIONS, AND DETAILS Revisions: Q11/30/18 Owner Rev. Issue Date Drawn By Checked By 07/19/18 CC CM8 Certified By: �Fl1K°°°°°°°° ° yb ° ° ° o 8 �R91�46� a °0 11i/2a18 0 °°.•o.e...a••°° 00. Project Number: 17291 EXHAUST & SUPPLY FAN SCHEDULE MARK AHU-1/CU-1 AHU-2/CU-2 E.S.P. IN FAN MOTOR DATA 4 Z_ ASHRAE 62.1 ,Ventilation Sizing 14-i # .. ...... AM, LA A W� _2 -g (V j Zone Spa PZY (F-4 (yoz) (Zp) (Vbz) ce 4"� Air Ai One, - "" I ; one Zone -ell Re , Outdoor'Air Ventilation elan-," Design ti quirad corrected LIncorre 4, rr� Require Mlnhn�uft, Floor Area -Ave e Distrounon 'Airflow 1 Airflow, ly Air' OA' W $upp 4M "0A, M 5u 0 P 7 % Firactiort. Efficiency ein 0 48.0 MARK SPACE CFM Q '0� N Zone Name ISOace tiame-'i Office -(CFMI 3340' '�,(CFM) 1010 (ft2) DRIVE ft ip'_ Peo P1 1740 (CFM) (CFM) -f'(CFMj SERVED 170 ---- -------- EXTERNAL STATIC PRESS. (IN,WTR,) HP/WATTS RPM VOLTS/PH FAN A 220 HP 3/4 3/4 720, RESTROOM 75 0.25 700 54W 3 115/1 CENTRIFUGAL GREENHECK SP -B90 �144 1 THRU 3 EF -2 RESTROOM -75 0.25 10 0 54W 700 115/1 REr-EPMON 100 COWERENCE101 STORAGE102 RESTROOM 103 55Q _5Q SP-BgO 8 1 THRU 3 K, N 10 x%, W Iffli 0311, 011\111MONNE 45 0 ...... ... q� 45, 0 q, 1-M 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -4 RESTIRDOM 104 BFEAKROOM 105 0FRCE106 �240 165 J Z�_ .va 73 54W 01 0 M.111 wv J 18, 25 CENTRIFUGAL "p, SP -B90 DIRECT 2 THRU 4 EF -5 RESTROOM A -220 0.25 700 '54W 700 OFFICE107 1 5 GREENHECK SP -B90 DIRECT \0111 �V,,,NM me 'M 1100 '00, u" 23,�- 11. -_ PROVIDE FANS WITH TIME CLOCK CONTROL. FANS TO RUN CONTINUOUSLY 3. PROVIDE FANS WITH BACK -DRAFT DAMPERS. 23 2. PROVIDE FANS WITH MOUNTED DISCONNECT. SPACE TEMPERATURE EXCEED 85'F. 100 MEr-HANICALRM 108 RLA/LRA (EA) 21.8/117 0 -�n 21.8/117 0 0 N NUMBER 1 1 1 VOLT/O 208/1 208/1 208/1 CONDENSER FAN RESTROOM 109 -0 M1 P j , '00 I �­_­­_­11 - - "30-- 1/5 1/5 1/5 L3 J-441 MCA. M71ROOM 110 OFFICEIII 9 480 28 POWER 0 3, N WHO_ 11071 01" , - x 0 MOCP rz 120 45 'U:RCE112 250 197 76 197 AREA SERVED ?,34 - - MANUFACTURER AHU/CU TRANE TRANE TRANE MODEL# CU/AHU[ 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 4TTR3048/TEM6AGC48 14(1 REMARKS OFFICE113 OMCE114 �225 NOTES1 68 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S 0w) 3 i, 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS, 4. PROVIDE ? THROWAWAY FILTERS. 25 25 SAME NUMBER OF STAGES OF- HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY 'N_ 6. PROVIDE 5 MINUTE TIME.DELAY TO PREVENT COMPRESSOR SHORT CYCLING, 16 16 RETURN DUCT 2017 FMC. EF \N I HALLWAY I IS 240 "NA, O� to ""0 DU B-200 x soy OFFICE116 520 15 7,-_ AN 0 Ma _v w V 011,� `- 50 10, *_ lla 35,Q 80 to 7B- 0 , f -400 50� 01PENOFFICE117 -,640 -184 -T 49 R�NR 120 -210. 64-: 3 -23, a,� 23 A-200 EF -2 110 80 OFRCE 119 1116-- -7777 77 0 -3 ONION 0, WIN 51 E 23 2)E-5 2 00 60 OrRCE 120 50851 33401 01 1.010 ...... . . . .............. . . 4,124 43; 43 408 23 4081 0.1 5 126 -2 B 00 Olt 1 100 00 Summary ao-- -Ventilation Sizing Methocf ASHRAE Sto 62,1-2013 0.81 CFM(SQFT 1,010 (Vps) Syste m Pri mary Airf low A-200 x Des! Condition Minimum flow 80 00 gn (heating) 0.40 (X -s) Average Outdoor Air Fraction, 1OX10 (D) Occupant Diversity 11,00 A-200 f)��U) PpcorTected Outdoor Ar AGO �CFM 69.8% CFM Reduction During Heating 13-200 x 80 (Ev) System Ventilation Efficiency 1_26 32.2% OADuring Heating 100 V I (Vot) Design Ventilation Airflow Rate. 325 9.7% OADuring Normal A-200 r 12 80 100 EXHAUST & SUPPLY FAN SCHEDULE MARK AHU-1/CU-1 AHU-2/CU-2 E.S.P. IN FAN MOTOR DATA 4 4 JOTAL COOLING CAP (MBH @ ARD 48.0 48.0 MARK SPACE CFM INCHES RPM TYPE OF MAKE MODEL DRIVE REMARKS 1740 1700 2105 OUTSIDE AIR (CFM-) SERVED 170 H20. EXTERNAL STATIC PRESS. (IN,WTR,) HP/WATTS RPM VOLTS/PH FAN ALUMINUM HP 3/4 3/4 EF- 1 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -2 RESTROOM -75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP-BgO DIRECT 1 THRU 3 _EF -3 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -4 MECHANICAL ROOM 50 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 2 THRU 4 EF -5 RESTROOM .75 0.25 700 '54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 REMARKS: 11. -_ PROVIDE FANS WITH TIME CLOCK CONTROL. FANS TO RUN CONTINUOUSLY 3. PROVIDE FANS WITH BACK -DRAFT DAMPERS. DURING SCHEDULED BUSINESS HOURS. 4. PROVIDE FAN WITH LINE VOLTAGE THERMOSTAT. FAN TO ENERGIZE SHOULD 2. PROVIDE FANS WITH MOUNTED DISCONNECT. SPACE TEMPERATURE EXCEED 85'F. SPLITSYSTEM AIR CONDITIONER SCH ULE MARK AHU-1/CU-1 AHU-2/CU-2 AHU-3/CU-3 TONNAGE 4 4 4 JOTAL COOLING CAP (MBH @ ARD 48.0 48.0 48.0 SENSIBLE COOLING CAP. (MBH ARD 29.2 29.2 29.2 AHU CONFIGURATION ALUMINUM ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. HORIZONTAL SUPPLY AIR (CFM) 1740 1700 2105 OUTSIDE AIR (CFM-) 175 170 210 EXTERNAL STATIC PRESS. (IN,WTR,) CEILING EXHAUST x 00 WHITE ALUMINUM HP 3/4 3/4 3/4 EVAPORATOR FAN VOLT/O 208/1 .208/1 208/1 - TITUS/OMNI-AA 18 1 6 RETURN DUCT---�,".,,. FLA 6.8 6.8 6.8 2 F B EATH SUPPLY CEILING RETURN x B-200 DqCT NOTES; 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4, TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED, REMARKS1 1,24x24 LAY -IN 2. 12x12 LAY -IN 3. SINGLE SLOT, 48' 0D r.3 80 KW� 2.88 2.88 2.88 C3 AHU-1 VOLT/O 208/1 208/1 208/1 60 ELECTRIC HEAT AHU-2 Y6 MOCP 30 - 30 30 POUNDS 174 174 174 EF -4 NUMBER I I I AHU- VOLT/O 208/1 208/1 208/1 COMPRESSORS RLA/LRA (EA) 21.8/117 21.8/0 21.8/117 NUMBER 1 1 1 VOLT/O 208/1 208/1 208/1 CONDENSER FAN FLA (EA) 1/5 1/5 1/5 L3 MCA. 28 28 28 POWER MOCP 45 45 45 WEIGHT POUNDS 197 197 197 AREA SERVED - - - MANUFACTURER AHU/CU TRANE TRANE TRANE MODEL# CU/AHU[ 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 4TTR3048/TEM6AGC48 MINIMUM EER/HSPF REMARKS NOTES1 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HEATER LOSSES. 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS, 4. PROVIDE ? THROWAWAY FILTERS. 5. PROVIDE. HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING, THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF- HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT, 6. PROVIDE 5 MINUTE TIME.DELAY TO PREVENT COMPRESSOR SHORT CYCLING, T-_ PROVIDE WITH AHU FACTORY INSTALLED CIRCUIT BREAKER. REMARKS, 1. PROVIDE SMOKE DETECTOR IN SUPPLY DUCT, SMOKE DETECTOR SHALL OPERATE PER SECTIONS 606.4 AND 606.4.1 OF THE 2017 FMC. ri-'� MECHANICAL PLAN GRILLE AND DIFFUSER SCHEDULE DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT MARK A-200 MOUNTING COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, COLOR STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING MATERIAL REMARKS A 80, CEILING SUPPLY CONNECTED. WHITE NON-CRITICAL TIMES. ALUMINUM ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. B TITUS/50F CEILING RETURN HEIGHT ABOVE THE CEILING. WHITE ALL NEW DUCTWORK SHALL BE 1 1/2* ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED ALUMINUM 1 C TITUS/50F CEILING EXHAUST x 00 WHITE ALUMINUM A D FL -10 WALL MOUNTED WHITE ALUMINUM E 0 E TITUS/OMNI-AA 18 1 6 RETURN DUCT---�,".,,. WHITE ALUMINUM 2 F B EATH SUPPLY CEILING RETURN x B-200 DqCT NOTES; 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4, TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED, REMARKS1 1,24x24 LAY -IN 2. 12x12 LAY -IN 3. SINGLE SLOT, 48' 0D 80 AHU-1 60 AHU-2 Y6 EF -4 AHU- x ri-'� MECHANICAL PLAN MECHANICAL GENERAL NOTES: 1 . THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLEnON OF THE F__ INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. GRILLE AND DIFFUSER SCHEDULE DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT MARK MANUFACTURER/MODEL MOUNTING COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, COLOR STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING MATERIAL REMARKS A TITUS/OMNI-AA CEILING SUPPLY CONNECTED. WHITE NON-CRITICAL TIMES. ALUMINUM ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. B TITUS/50F CEILING RETURN HEIGHT ABOVE THE CEILING. WHITE ALL NEW DUCTWORK SHALL BE 1 1/2* ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED ALUMINUM 1 C TITUS/50F CEILING EXHAUST FOR REVIEW. WHITE ALUMINUM 2 D FL -10 WALL MOUNTED WHITE ALUMINUM 3 E TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 2 F TITUS/50F CEILING RETURN WHITE ALUMINUM 2 NOTES; 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4, TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED, REMARKS1 1,24x24 LAY -IN 2. 12x12 LAY -IN 3. SINGLE SLOT, 48' MECHANICAL GENERAL NOTES: 1 . THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLEnON OF THE F__ INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE, 2017 FLORIDA BUILDING AND MECHANICAL CODE. 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT CEL OBSTRUCT EQUIPMENT SERVICE CLEARANCES. 4. COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING AND NEW WORK. 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH CONNECTED. 10. NON-CRITICAL TIMES. ------- 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA AND AT AN ACCESSIBLE 12. HEIGHT ABOVE THE CEILING. 7. ALL NEW DUCTWORK SHALL BE 1 1/2* ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB 14. ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO. THIS LAYER SHALL EXTEND 240 FROM AND SHALL SKIRT THE ENTIRE CURB. 15. ALL MECHANICAL ROOF CURBS WIDER THAN 18* SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE TO FACILITATE PROPER DRAINAGE/RUNOFF. 16. ALL ROOFING WORK SHALL BE DONE BYAN APPROVED ROOFING CONTRACTOR THAT HAS BEEN PROPERLY TRAINED BY THE ROOFING MANUFACTURER. 17. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS. PLAN KEY NOTES: 1. UNDERCUT DOOR 1/2- AFF. 2. REFER TO DETAIL J6/M400 FOR THRU WALL PENErRATION DETAIL 4 r Issue Date DUCTWORK SHALL BE CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER Chocked By AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A CEL MAXIMUM FLAME SPREAD 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS. 8. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ErC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FrITNGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 9. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO M ATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES. 11. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. 14. ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO. THIS LAYER SHALL EXTEND 240 FROM AND SHALL SKIRT THE ENTIRE CURB. 15. ALL MECHANICAL ROOF CURBS WIDER THAN 18* SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE TO FACILITATE PROPER DRAINAGE/RUNOFF. 16. ALL ROOFING WORK SHALL BE DONE BYAN APPROVED ROOFING CONTRACTOR THAT HAS BEEN PROPERLY TRAINED BY THE ROOFING MANUFACTURER. 17. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS. PLAN KEY NOTES: 1. UNDERCUT DOOR 1/2- AFF. 2. REFER TO DETAIL J6/M400 FOR THRU WALL PENErRATION DETAIL 4 r Issue Date Drawn By Chocked By 7/19/18 CEL ELK PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA. 3. PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4., THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING i ^ CODE AND 2017 FLORIDA PLUMBING CODE. - 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. i 6. ` ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE REPAIRED TO ' MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW ' LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS J ARCH_ITECTURF 135 West Central Blvd., Suite 400 . Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 1 AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED Drawn By Checked By 7/19/18 WITH 1" R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. ELK Project 1 8.' " UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8" PER FOOT OF RUN, AND 2-1/2" PIPE AND ------ SMALLER A MINIMUM 1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. AEROLANE - - - - 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW "CONTROLS, FILTERS, BACKFLOW BUILDING ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. �I NEW 10. CONTRACTOR SHALL ROUGH—IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT CONSTRUCTION ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. . 800 AERO & 630 LANE 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ' ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. SANFORD FLORIDA, 32'771 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. I 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS - — - — SERVING EQUIPMENT, AND APPLIANCES. E Scope Drawings: 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND APPROVED BACKFLOW PREVENTER. These drawings indicate the general scope of the project in 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE terms of architectural design i ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. concept, the dimensions of the - building, the major architectural 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). elements and the type of structural, mechanical and PLAN KEY N 0 T E S:O # electrical systems. I The drawings do not necessarily 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. all all work indicate or describe required for full pe be e and — — — — 2. NEW 4" SANITARY.completion of the requirements of ' the contract. 3. NEW 2" CW.ROUTE TIGHT WITH STRUCTURE. On the basis of the general scope ` indicated or described, the trade 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. contractors shall furnish all items " required for the proper execution 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE and completion of the work. - - Drawing Title: OVERALL - - - _ - PLUMBING I = PLAN Issue Date Drawn By Checked By 7/19/18 CEL ELK Drawing Number. P100 Project Number: 179M PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA. ------------------L--- 3. PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT ARCHITECTURE 135 West Central Blvd., Suite 400 Orlando, Florida 32801 TEL 407.363.6136 - M26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. II n SANITARY PLUMBING PLAN � WATER PLUMBING PLAN P200 - - P200 IN,0 SCALE: i/8'=1'-0" 16 SCALE: 1/8"=1'-0" 16 III Issue Date Drawn By LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL 7/19/18 CEL FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN A PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING CODE AND 2017 FLORIDA PLUMBING CODE. 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS- SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. - HW PIPING TO BE INSULATED WITH 1' R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8" PER FOOT OF RUN, AND 2-1/2' PIPE AND SMALLER A MINIMUM 1/4' PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. 10. CONTRACTOR SHALL ROUGH—IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES E AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS - SERVING EQUIPMENT, AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND APPROVED BACKFLOW PREVENTER. 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. G 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). PLAN KEY NOTES: p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. 2. NEW 6' SANITARY. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. � I 1 ARCHITECTURE 135 West Central Blvd., Suite 400 Orlando, Florida 32801 TEL 407.363.6136 - M26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. II n SANITARY PLUMBING PLAN � WATER PLUMBING PLAN P200 - - P200 IN,0 SCALE: i/8'=1'-0" 16 SCALE: 1/8"=1'-0" 16 III Issue Date Drawn By Checked By 7/19/18 CEL ELK II / 41WASTE AND VENT RISER r31DOIVIESTIC WATER RISER ii "` II P2OO SCALE: N.T.S. PZOO SCALE: N.T.S. Issue Date Revlslona: Checked By OWNER CHANGES 8/18/18 OWNER REVISION, 11/30/18 PIPER Owner: - - ACS CONSTRUCTION 1 2 3 4 5 6 SCR W BASE LAMP HOLDER WIT1123WCFL RETROFIT LAMP. - F CWP WP CWP A - Er 2—HOUR MA UA T MECLOCK -LAMP HEADS ` F 2 F32T8 STRIP LIGHT O RECEPTION GENERIC OVERRIDE P . B. C. ENERGY CODE. 4000K ^11� --144— too FIRE' C C C 3 + RISER 1 1 1000 � EM � I 1P 135 West Central Blvd., Suite 340 2 C C EMC Orlando, Florida 32801 D 0 TEL- 407.363.6136 NIGHT AA26001097 EN LIGHT R NA ecoWW 2011 DFE ER- C C C L01`b E S HO E C TIE TO PHOTOCELL CONTROLLED Project: B D EM C C WALL PACK CIRCUIT cl� 4 AEROLANE S BUILDING A 19 M 2 A2 :NEW 2 CONSTRUCTION M 2 20 A 0 600 AERO & 630 LANE S SANFORD, FLORIDA, 32771 (14 1 T- 2 A C M 19 A 19 C 1 I Scope Drafte: F LAN RO I l T These drawings indicate the 1 6 9eneral scope architecturalydeect / / terms signn concept, the dimensions of the 2 A ` building, the major architectural M 18 l A elements and the type of ARE OUSE structural, mechanical and 0 IC electrical systems. F 2 00 I 05 112 r OS O The drawings do not necessarily _ indicate or describe all work 'u required for full perfomance and 1 completion of the requirements of E / the contract. 4 1 On the basis of the general scope A 07 A indicated or described, the trade _ - contractors shall fumish all items required for the proper execution and completion of the work. 1 A # A E OF iC Drawing Title: H A2 EM I LIGHTING FIXTURE SCHEDULE LIGHTING 2 A A 2 0 G T PLAN TYFiEA PS DESCRIPTION WATTS MANUFACTURER / CATALOG NUMBER EE NO TYPE NOTE A2 LED RECESSED INDIRECT 36 COLUMBIA LCAT24-40—LW—G 1,2 (EM) 4000K CENTER BASKET "EM" = 1100 LUMEN BODINE A-8 A—SO 2 0 D - 'D" = 0—lOV DIMMING #10' S #10' S A-12 B4(EM) LED LOW BAY 112 COLUMBIA LWS-40—HL—W—SFA 1 E 4000K W OCCUPANCY SENSOR "EM'= 1100 LUMEN BODINE - B4 E C(EM) LED RECESSED DOWN LIGHT 14 PRESCOLITE LC4SLDM—RLCSL14L40K8 1 J S 0 4000K "EM"= 300 LUMEN BODINE o ENF',R--FF-111 CWP LED K RECESSED DOWN LIGHT 14 PRESCOLITE SIMILAR TO TYPE C, 1 4000K D LED CUTOFF WALLPACK EXCEPT DAMP LOCATION 14 A 4000K W PHOTOCELL SPAULDING LMC-30LU-4K-3-035 —PC COLOR T.B.D. 1 F IC EX LED UNIVERSAL EXIT SIGN 3 DUAL LITE EVC SERIES 1 / E 1 6 [A,' D W AIMABLE 1 OS M VIA C AC OR G A EA,' - NOTES: IL 1. FIXTURE IS CONSIDERED GENERIC. L 2. LUMEN PACKAGE APPROXIMATELY EQUAL TO TWO F32T8 LAMPS. D \\�\1►Ilri���jf� LIG TING PLAN _ SCALE: 1 8" - V —0" m ;Z ;y C y; 2 3 ALEX�a� PIPER, P.E. CONSULTING ENGINEER FL #42697 E 201 POWER - LIGHTING - SYSTEMS - DATA - VOICE: 407-376-5648 100 Whz Fera Dr. FAx : 866-357-3523 Project Number: L ONGWOOD, FL 32779 A= P IPER PE*GMAmcom 17291 Issue Date Revlslona: Checked By OWNER CHANGES 8/18/18 OWNER REVISION, 11/30/18 PIPER -LAMP HEADS ` F 2 F32T8 STRIP LIGHT 24 GENERIC GENERIC 1 4000K Issue Date Revlslona: Checked By OWNER CHANGES 8/18/18 OWNER REVISION, 11/30/18 PIPER Issue Date Drawn By Checked By 7/19/18 PIPER PIPER CF CH W� ff� N� U 3C ED PANED A VOLTAGE: 120/208V/3PH/4W TY I CAL DOOR MOTOR: 1 HP. 208/1 V. 9A MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 MAKE12'S TAP FROM FEEDER AT 1 OF 1 CB NO. NO. EACH MOOR 30/2/PS. 15RK5 FUSES CONNECT LABEL TVSS 0 30 OUTSIDE COORD NATE YOUT IN RISER 2 100 3 80 BELL ROOM WITH F CONTRACTOR 0 J 3 4 20 1 180 RECEPT 0 GFI 1 GF 1 6 20 1 1 80 8 10G 2#8. #10G 2#8. #IOG ©00 41 30 2 7 8 20 1 6 2#10, #1oG A-7: 9 FIRE W/H LIGHTS SIGN 24 20 1 1 A-34 2#8. #IOG RISER 20 1 6 W/H LIGHTS AHU-2 1000 24 30 2 it 12 20 1 1 1 6 LOCATION B-9 J BRK RM 24 GFI 20 1 13 CONFERENCE SIGN U UIT 12 LIGHTS AHU-3 ROOM VERIFY R UIR MENTS 15 YFE101 20 1 6 RECEPTION SPARE BRK RM 24 20 F HP FAN. CONNECT 17 10o 20 2 4 -1, 2..T& CU -1 24 O A-33 VIA TIMECLOCK. 2 19 Q 20 1 4 - BRK RM 24 AHU- :208 0MCA.30MC 2#1 . #1OG.3 /NF .Q` E �NH1MIr - 20 1 6 1 SPARE CU -2 OFFICE 24 45 OFFICE 23 24 50 2 120 14 CHARGER I. T. 24 20 1 10 F-2 OFFICE 20 1 35 SPARE OFFICE 24 1 45 F1_1 9 27 28 20 1 6 106 SPARE RECEPT 24 120 1 GFI 30 20 2 B� 6 RECEPT WELDER 40 50 OFFICE 31 32 20 1 6 SPARE 118 40 20 1 33 34 20 1 J B 19 BREAK OFFICE RECEPT CHARGER 40 B-21 105 112 36 B-13 GFI CB OOR BOX v OCATION 37 38 20 1 6 SPARE DOORS B-15 35 135 150 1 137 2 39 40 20 1 6 SPARE FACP 11 B-6 41 42 PROVIDE LOCKING HANDLE AT FACP v 281 302 TOTAL 259 233 254 DEMAND OFFICE AHU-i. 2. 21 208/IV, 30M A, 30MCB ID 107 #10, #IOG. 0/2/NFS B-2 WATER H ATER:3KW.208V I OFFICE IC 30 /NFS. B-10: 12 ,�, 111 FR HP F N. TIE TO LIGHT CIRCUIT 3 EF- LINE VOLT T'STAT 108 EF -4 BOX v LOCATION B-8 25 0 F-5 2x4 PAINTE BACKBOARD AHU-3 B-11 CHARGER OUTLET. BASIS FOR ID: 208/iV.50A VERI RUN #6 CU Y LOCATION TO PANEL B 2#8.#IOG. VERIFY RECEPTACL TYPE. GROUND BUS .WELDER OUTLET. BASIS FOR BI): 208/1 V. 50A if 2#8.#IOG. VERIFY RECEPTACLE TYPE. B-27 COPY GFI CU -1 OFFICE a 117 OFFICE cu -2 116 U-3 B-23 CU -1. 3:208, B-29 28MCA, 5MCB, 2#8. #1 G. 60, FLOOR BOX A-30:32 PANEL B v VERIF ION 2#10. #SON. #IOG THROUGH OUT STORAGE PANEL A102 GFI GFI FE GFI OD R C CT POWER A D SYSTEMS PLAN SCALE: 1/8" - 1' -0' U 3C ED PANED A VOLTAGE: 120/208V/3PH/4W MAIN: 400A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF 1 CIRCO DAD(AMPS 120/208V/3PH/4W AMP POLE CIR CIR AMP POLE LOAD(AMPS) CIRCUIT LABEL A B I C CB NO. NO. CB A I B C LABEL TVSS 0 30 3 1 2 100 3 80 PANEL B 0 3 4 20 1 180 RECEPT 0 1 1 5 1 6 20 1 1 80 IRECEPT AHU-1 24 30 2 7 8 20 1 6 W/H LIGHTS SIGN 24 20 1 1 9 10 1 20 1 6 W/H LIGHTS AHU-2 1 24 30 2 it 12 20 1 1 1 6 W LIGHTS BRK RM 24 20 1 13 14 20 1 12 LIGHTS AHU-3 24 30 2 15 16 20 1 6 SPARE BRK RM 24 20 1 17 18 20 2 4 IWALL PACKS CU -1 24 - 45 2 19 20 20 1 4 - BRK RM 24 20 1 21 22 20 1 6 1 SPARE CU -2 24 45 2 23 24 50 2 35 CHARGER I. T. 24 20 1 25 26 20 1 35 SPARE CU -3 24 1 45 2 27 28 20 1 6 SPARE RECEPT 24 120 1 1 29 1 30 20 2 1 6 RECEPT WELDER 40 50 2 31 32 20 1 6 SPARE TOILET FANS 40 20 1 33 34 20 1 6 RECEPT CHARGER 40 50 2 35 36 40 37 38 20 1 6 SPARE DOORS 35 135 150 1 137 2 39 40 20 1 6 SPARE FACP 11 1 41 42 PROVIDE LOCKING HANDLE AT FACP 307 281 302 TOTAL 259 233 254 DEMAND :G ) - PANED B D FIV. '2/N3R SERVICE SIZE - 400A. 144 KVA. SEE ONE -LINE DIAGRAM ON E101 FOR SERVICE ENTRANCE CONDUCTORS. VOLTAGE: 120/208V/3PH/4W MAIN: 125A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF 1 CIRCILDWD(AMPS AMP POLE CIR CIR AMP POLE OAD(AMPS) CIRCUIT LABEL A B I C CB NO. NO. CB A I B I C LABEL TVSS 0 30 3 1 2 20 1 12 RECEPT 0 3 4 20 1 6 RECEPT 0 1 1 5 1 6 20 1 1 9 IRECEPT RECEPT 9 20 1 7 8 20 1 9 FRIDGE, EWC SIGN 10 20 1 1 9 10 30 2 20 WATER HTR RECEPT 1 12 20 1 11 12 1 20 BRK RM 6 20 1 13 14 20 1 12 LIGHTS RECEPT 12 20 1 15 16 20 1 12 LIGHTS BRK RM 6 20 1 17 1 18 120 1 112 LIGHTS D/W 10 20 1 19 20 20 1 6 SPARE BRK RM 6 20 1 21 22 1 20 1 6 SPARE RECEPT 110 20 1 23 24 20 1 6 SPARE I. T. 6 20 1 25 26 20 1 6 SPARE COPY 6 20 1 27 28 20 1 6 SPARE RECEPT 12 120 1 29 30 SPARE 6 20 1 31 32 20 1 6 SPARE TOILET FANS 3 20 1 33 34 20 1 6 SPARE SPARE 6 20 1 1 35 1 36 37 38 20 1 6 SPARE 120 1 141 39 142 40 FACP 11 1 PROVIDE LOCKING HANDLE AT FACP 94 1 93 94 TOTAL 67 66 67 DEMAND -- Owner: ACS CONSTRUCTION Project -- AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD FLORIDA, aft Scope Drawkw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Me: POWER PLAN Reviskme: Issue Date Drawn By Checked By 7/19/18 PIPER PIPER \\�,\\tWhid/>;x K/=oma •'•;� •.; y� rn — 2 y� ?o' --- Drawing Number. ALEX PIPER P. E. . E202 ER CONSULTING ENGINEER FL #42697 POW - LIGHTING - SYSTEMS - DATA VOICE: 407-576-5648 100 WD Fera Dr. FAx : 866-557-3525 L ONGWOOD, FL 32779 ALE% P IPER PEOGMA LcOM i I METAL BUILDING.— o-- = � -- on— VULCAN STEEL. STRUCm � b b O OVERALL PLAN HALLWAY „5 OFFICE „6 5 6 PROJECT SQUARE FOOTAGE: BUSINESS (B) TOTAL STORAGE S.F...............................................= 10,420 So. FT. TOTAL BUSINESS S.F................................. •• 4,611 SQ. FT. TOTAL BUILDING S.F................................................: 15,031 SO. FT. CONSTRUCTION TYPE: TYPE IIB - (SPRINKLERED) OCCUPANCY: S-1, B - BUSINESS PER FLORIDA BUILDING CODE, SIXTH EDITION (2017) NO SEPARATION REQUIRED PER SECTION 508.3.3. AND TABLE 508.4 OCCUPANCY SEPARATION. APPLICABLE BUILDING CODES: FLORIDA BUILDING CODE, SIXTH EDITION (2017) • FLORIDA ENERGY CODE, SIXTH EDITION (2017) o FLORIDA MECHANICAL CODE, SIXTH EDITION (2017) • FLORIDA PLUMBING CODE, SIXTH EDITION (2017) • EXISTING BLDG. FLORIDA BUILDING CODE, SIXTH EDITION (2017) • FLORIDA ACCESSIBILITY CODE, SIXTH EDITION (2017) • FLORIDA FIRE PREVENTION CODE, SIXTH EDITION • 2014 NATIONAL ELECTRIC CODE • NFPA 101 LIFE SAFETY CODE, 2015 EDITION o 2013 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS MUNICIPALITY: SEMINOLE PARCEL ID #: 26-19-30-5AE-1406-0000 PROPERTY DESCRIPTION: THE SOUTH 226.00 FEET OF BLOCK 14, M.M. SMITH'S SUBDIVION, ACCORDING TO THE PLAT THEROF AS RCORDED IN PLAT BOOK 1,' PAGE 55, OF THE PUBLIC RECORD OF SEMINOLE COUNTY, FLORIDA, LESS THE EAST 20.00 FEET THEREOF FOR AERO LANE. NOTES: ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. PROJECT NO.: 17291 DATE: JULY 19, 2018 DEC 1 l 2013 GENERAL -NOTES: - A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. Z 3 4 5 6 B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN - ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). - PRE-ENGINEERED ALUMINUM CANOPY E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. -CLEAR ANODIZED WITH INTERNAL GUTTER F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND AND FLAT SOFFIT PANEL ENGINEERED AND GYPSUM BOARD). I I ( I PERMITTED BY OTHERS. G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL 13 13 13 13 8 13 - H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL 1. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. Iz III JQ 1— J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO -------------— — — — — — — — — — REVIEW. E, n7K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT FIRE - O I THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND - 8 8 8 8 8 RISER o I FLORIDA BUILDING CODE. 8 1000 I L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL 15CONFERENC I CONDITIONED SPACE AS NECESSARY. - ROOM RECEPTION ( 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE 101 I 100 NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. _ f I P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER.•.- 200 4 I I Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE B — — — — — — I j SPECIFIED. 01 R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE Io - - PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. J S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN � CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. Ell T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST ESTRO HA J AY I - _ BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. � 3 5 OFFICE z I „4 WALL TYPES: 0\ a EICO) � c I OFFICE ES ROOM 6 NOTES: J I EXISTING CONSTRUCTION TO REMAIN 120 1 4 a I NEW WALL PARTITION rOFFICE I 1. ALL WALLS TO EXTEND 10'-0' A.F.F., UNLESS OTHERWISE NOTED. 3 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. — E 3.CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURERS MINIMUM REQUIREMENTS OFFICE PLAN ROOMt® FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 - 119 r DEFLECTION. UNLESS OTHERWISE APPROVED IN NO CASE SHALL THE ATTACHMENT BE I 106 ' 1 LESS THAN THE FOLLOWING: _ A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR eD I POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM I OFFICE EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE 3 " TYPE S PAN HEAD SCREWS 118 - /8 BREAK ON BOTH SIDES OF STUD FLANGE. ROOM C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE — — — — _ — 05 FASTENED WITH "MOLLY' -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR OFFICE 112 SCREWS INTO CHANNELS, SPLINES, "T' RUNNERS, OR OTHER MEMBERS AT A MAXIMUM — — SPACING OF 48" OR LESS TO MATCH CEILING GRID. G D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. OFFICE F. PROVIDE LEVEL 3 IN WAREHOUSE AREA METAL BUILDING PERMITTED 107 W1 " 25 GA. METAL STUDS ® ' _ - SEPARATELY.. _ � 24 O.C. WITH � GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. d� - W2 336" 25 GA. METAL STUDS 0 24" O.C. WITH �" GYP. _ HALLWAY — BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL _ ESTRO 115 OFFICE SEE SEE 2/A401. — I , 9 ,11 — W3 H — _ 6" 18 GAUGE STEEL STUDS 0 24' O.C. WITH AN ALLOWABLE MECH. _ DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF 108 0 ( (1) LAYER" GYPSUM WALL BOARD TYPE "Co ON BOTH 6 - I ES ROOM SIDES AND (1) LAYER OF R-11 THERMAL ATT INSULATION 110 IN EACH STUD CAVITY. SEE 3/A401. IL _ I f ( I I I HALLWAY BOARD 5ONE SIE AND R - GA. METAL 13 ATT INSULATION PLUS UM - m 115 @'C20) M R-4.5 CONTINUOUS N1IN000S INSULA 110N. LOCATED OFF EXTERIOR WALL. NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. OPEN — — — F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. 0 E K ,17 PLAN NOTES: TOTAL TRAVEL DISTANCE 135'-1" 1 REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. . OFFICE 2 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 116 O 3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. 15 4 UPPER AND LOWER CABINETRY. f STORAGE C 102 O COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. 6 SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 13 13 13 13 13 13 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR.. I ( 7 4'x8'034' PLYWOOD FIRE TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH O ADJACENT WALL COVER ALL WALLS. ®6' DIA. CONCRETE FILLED PIPE BOLLARD 4'-O" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. 1 2 3 4 9O NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED N PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE FLOOR PLAN PLUMBING DWGS. FOR ADDITIONAL INFORMATION. �01 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. � SCALE: 1/8'=1'-0" t6 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL 13 DOWNSPOUT LOCATION. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE OF THE TRIBUTARY GUTTER. TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 14 FIRE RISER. ARGHTECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 AA26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the. dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not; necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: a4 11/30/18 Owner Rev. Issue Date Drawn By Checked By 07/19/18 CC CM8 I. 6'-6" LI 12'-0' L / 13'LO" L/ 12'-0" L / 13'LO" L/ 12'-0" L / 8'-0" I 12'-0" 6'-2" 111'_g" — — — — — — — — — — — — -- L F r ■ r " R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE C - PATCHED, .REPAIRED AND .SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT- BE VISIBLE FROM THE STREET IN PRE—FABRICATED METAL BUILDING BY OTHERS CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. OFFICE 120 I GFICE 5 119 A401 RESTR HALLWAY " T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST 03 F1 1-51 BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. OFFICE FE „4 _ PLAN NOTES: R00 REFRIGERATOR FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 04 Q O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. _ O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. OFFICE _ — 1 O UPPER AND LOWER CABINETRY. PLAN RBOJM _ O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. 0 f I OFFICE F- I 1-81 J �I BREAK ROOM 105 m T _ I — PRE—FABRI ATED METAL BUILDING BY OTHERS OFFICE 107 M IO SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 _ SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 I - FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY 1 ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" IA3ot ABOVE THE FLOOR. 7 4'x8'xY" PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH 112 OFFICE " O ADJACENT WALL COVER ALL WALLS. — G ®6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. (I O9 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 300 LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. HALLWAY - 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. . I 'R 0-151 OFFICE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 09 111 13 DOWNSPOUT LOCATION. —CONTRACTOR TO VERIFY. EACH DOWNSPOUT IS IN THE MIDDLE I OF THE TRIBUTARY GUTTER. FE— — 14 FIRE RISER. ZOOM = 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 1 0 EXTINGUISHER TO HAVE MIN. RATING OF 4A2013C FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND I HALLWAY _ THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. 115 200 OVERHEAD DOOR NOTES: II<A> OVERHEAD SECTIONAL STEEL DOOR, 12'-0" WIDE x 12'-0" TALL, POWER PEN OPERATION VERTICAL LIFT & UNINSULATED. SEE ELEC. DWGS. — nFFICF - —K 17 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the .dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. . The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Issue Date 16 —0ogm% 3 7:3 H. APPLY SEALANT Al ALL COUNTERTOPS AND BACK SPLASHES Al JUNCTURE WITH MY-1- ALLI. CC CYS 1. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S UM11ING HEIGHT 1001 �l sooner Ison NEEMENE 10000001 Tl_� ( - L/120. — — — — — — J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO O FI E ( K. REVIEW. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT RI R p ( THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND 13 1 0 I I FLORIDA BUILDING CODE. ( ( L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES ( — PRE-ENGINEERED METAL AS SHOWN. I _ I CANOPY BY OTHERS. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. CONFERENC - N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL ROOM RECEPTION I CONDITIONED SPACE AS NECESSARY. I 101 100 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE - NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL I I P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE ( SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE C - PATCHED, .REPAIRED AND .SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT- BE VISIBLE FROM THE STREET IN PRE—FABRICATED METAL BUILDING BY OTHERS CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. OFFICE 120 I GFICE 5 119 A401 RESTR HALLWAY " T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST 03 F1 1-51 BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. OFFICE FE „4 _ PLAN NOTES: R00 REFRIGERATOR FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 04 Q O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. _ O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. OFFICE _ — 1 O UPPER AND LOWER CABINETRY. PLAN RBOJM _ O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. 0 f I OFFICE F- I 1-81 J �I BREAK ROOM 105 m T _ I — PRE—FABRI ATED METAL BUILDING BY OTHERS OFFICE 107 M IO SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 _ SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 I - FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY 1 ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" IA3ot ABOVE THE FLOOR. 7 4'x8'xY" PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH 112 OFFICE " O ADJACENT WALL COVER ALL WALLS. — G ®6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. (I O9 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 300 LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. HALLWAY - 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. . I 'R 0-151 OFFICE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 09 111 13 DOWNSPOUT LOCATION. —CONTRACTOR TO VERIFY. EACH DOWNSPOUT IS IN THE MIDDLE I OF THE TRIBUTARY GUTTER. FE— — 14 FIRE RISER. ZOOM = 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 1 0 EXTINGUISHER TO HAVE MIN. RATING OF 4A2013C FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND I HALLWAY _ THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. 115 200 OVERHEAD DOOR NOTES: II<A> OVERHEAD SECTIONAL STEEL DOOR, 12'-0" WIDE x 12'-0" TALL, POWER PEN OPERATION VERTICAL LIFT & UNINSULATED. SEE ELEC. DWGS. — nFFICF - —K 17 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the .dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. . The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Issue Date Drawn By Checked By 07/19/18 CC CYS Drawing Number. A200 Project Number. 17291 91 GENERAL NOTES: WALL TYPES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN NOTES: OTHERWISE ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED EXISTING CONSTRUCTION TO REMAIN BY ARCHITECT. DO NOT SCALE DRAWINGS. _ B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. NEW WALL PARTITION C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.• D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN 1. ALL WALLS TO EXTEND 10'-0* A.F.F., UNLESS OTHERWISE NOTED. ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED I.E. 100A). 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURERS MINIMUM REQUIREMENTS 4- 6 4 5 6 F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (LE. STOREFRONT AND FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 GYPSUM BOARD). DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL.LESS THAN THE FOLLOWING: - PRE-ENGINEERED METAL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. a STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALLBE - PRE-ENGINEERED METALFASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR CANOPY BY OTHERS. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT _ CANOPY BY OTHERS. POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM L/120. EACH END. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO - _ I CEILING HEIGHT AELEW. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %" TYPE S PAN HEAD SCREWS 1._o. I �- =----- --� » F---------------� - ON BOTH SIDES OF STUD FLANGE. F LEV. +10,-o" -I K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE 12 -0 60-210 4'-0 6 -8 16' -On -7 I I I THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND 11 1 FLORIDA BUILDING CODE. FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR rr--- - I A ° - - - - - - ° - - --- - I A L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM - - - - - - - - - - - • : ( AS SHOWN. SPACING OF 48" OR LESS TO MATCH CEILING GRID. FIRE l000 W2 0 -�, f �' .: M. ALL FURNITURE &WORK STATIONS PROVIDED &INSTALLED BY TENANT. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. RISER t t f ( N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL E PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE 1000 1'_3J GLASS WALL is -00 CONDITIONED SPACE AS NECESSARY. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA *.O O O 3 I - BY OTHERS. I I I p : : = ( 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE 14 I D I ( _ 3 3 W :. NUMBER, TYPE &LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL W1 A" 25 GA METAL STUDS 0 24» O.C. WITH �" 10 I I P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. C) I 0.. 0 0 ( WITH OWNER. CONFERENCE� � . .� RECEPTION _� I CEILING. HEIGHT./ -6= ( Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE" W2 3" 25 GA METAL STUDS 0 24' O.C. WITH GYP. W3 ROOM N 100 N - I ---.OPEN TO DECK N 101 D( SPECIFIED. - BOARD EACH SIDE &ONE LAYER SOUND BATT INSUL - .- SEE SEE 2 A401. rn f O O` O R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE / 13'-3" 20'-11" _ _ PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. I I S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN W3 w • • I � - - •:. - .. - -. -.. ._ .. -' • .. _ 6 18 GAUGE STEEL STUDS 0 24 O.C. WITH AN ALLOWABLE 4 I _ I CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. DEFLECTION OF L 120 AND LATERAL PRESSURE OF 5 PSF - - O O A302 W4 I I T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST 1 LAYER" GYPSUM WALL BOARD TYPE "C" ON BOTH _ BULK HEAD HEIGHT ( ) 4 _ J p BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. i ..'ELEV. f9'-10 - - J SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION • IN EACH STUD CAVITY. SEE 3/A401. Cq - _ - - OL - PLAN NOTES: _ 106 3 W 114 3 _ R CEILING HEIGHT `� » o 0 6 W4 O I E M HALLWAY 5 Aw 25 GA. METAL STUDS 0 24' O.C. W/ " GYPSUM 103 I 115 OFFICE _ �) Coo Q ELEV. +9 -0 • 6" O REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 6 BOARD ONE SIDE AND R-13 BATT INSULATION PLUS N I Q 6 114 I R-4.5 CONTINUOUS INSULATION. LOCATED �" OFF 120 3 m N O2 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. EXTERIOR WALL W I 3 W4 o O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. i OFFICE _ W3 R00 I W2 i CEILING HEIGHT NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. - co W2 120 + _ 04 °O D 6 ELEV. +10 -0 F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. i " IJ. » ® UPPER AND LOWER CABINETRY. O N 6 3 10a W4 6 113 O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. OFFICE 0 - _ - - » - -. Yr_ _ ENERAL - . 6 G CEILING NOTES. - 3 113 _ 6 SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT � N II O " » I +54 A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 �' FFICE _ . - -= - - - SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 1. ALL WALLS GO TO UNDERSIDE OF CEILING GRID/TILES UNLESS NOTED AS FOLLOWS: ROM --m - E - E i - - C" W2 119 PLAN 14 -0 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY • • 106 ! W2 ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE 6 'WALL EXTENDS 6 ABOVE GRID/TILES. W4 • THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 _ 3 D WALL EXTENDS TO DECK ABOVE. - �, 4 4 _ BULK HEAD HEIGHT ABOVE THE FLOOR. _ N -118 3 0 112 3 0 `a ELEV. +9'-10" w • 7 4x8 x PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 12 A.F.F. PAINT TO MATCH 1 p ( O 2. LIGHTS, DIFFUSERS, AND SPRINKLER HEADS ARE SHOWN FOR LOCATION ONLY. SEE ' i OFFICE f 3 I 105 I CEILING HEIGHT CEILING HEIGHT ADJACENT WALL COVER ALL WALLS. ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. rn 118 f LEV. +10 -0 6"_ ELEV. +10'-0" 3. ALL SUSPENDED ACOUSTICAL CEILINGS ARE TO BE AT -1 UNLESS NOTED OTHERWISE. W2 31 12 REAK m W46 DIA CONCRETE FILLED PIPE BOLLARD 4'-0' TALL W ROUNDED CAP AND PAINT I O O 6 O / 4. NEW CEILING TILE SHALL BE CENTERED IN THE ROOM WITH GREATER THAN )� TILE o ROOM o 14'-0" SAFETY YELLOW. SEE DETAIL ON SHEET A401. AROUND THE PERIMETER. UNLESS SHOWN OTHERWISE. 2 105 OFFICE '� - 9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 5. INSTALL R-19 FIBERGLASS BATT INSULATION ABOVE ALL ACOUSTICS CEILING PANELS 34 1 W2 W2 O W 112 1100 CEILING HEIGHT 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED CEILING • �, G LEy + '_ - - PANELS BEHIND SINK. PROVIDE 30 LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE L E G E N D. 3 10 0 D PLUMBING DWGS. FOR ADDITIONAL INFORMATION. , I _ I 1'- I I ( WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. AT -1, NEW 2x2 SUSPENDED ACOUSTIC CEILNG GRID. 2x2 WHITE, OFFICE m 11 • • • I _ARMSTRONG DUNE CEILING 24 x24 x5/8 W/ BEVELED EDGE OR b 107 111 3 W4 6" 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EQUAL, WHITE, OR APPROVED ALTERNATE. - W3 6'-3" to7 o CEILING HEIGHT ELEV. +10 -0 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. NEW 2'x2' RETURN DUCT. SEE MECH. DWGS. 11 3 3 109 HALLWAY m _ 14 FIRE RISER. 3 REST M 115 OFFICE W4 _ ® NEW 2'x2' SUPPLY DUCT. SEE MECH. DWGS. I W3' �(:M09 ' 111 i I !� I CEILING HEIGHT 6 w 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE ' o 0 6 I O EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR 1 MECH. 2 6 N ELEV-. +9'-Q" AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL Ell NEW 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE. - o 1 N FE- - I - _ EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE ' Q 3 TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND OO NEW 4 RECESSED COMPACT FLUORESCENT FIXTURE. W3 ES ROOM W2 p 6" THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 110 14'-0` ' _ I II BULK HEAD HEIGHT ® NEW LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD ELEV. +9'-10" 10 oCIO NEW DIRECTIONAL LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD CD CIDI ? � 31 � _.� 3 Nnl I WAY .. I co ( LIFE SAFETY SUMMARY OCCUPANT LOAD (PER FLORIDA BUILDING CODE - 6TH EDITION) BUSINESS (B OCCUPANCY): WATER CLOSETS 4,065 S.F. (BUSINESS USE) = 40 OCCUPANTS (1 PER 100 S.F.) 153 S.F. (A-2 USE-BREAKROOM) = 10 OCCUPANTS (1 PER 15 S.F.) 344 S.F. (A-3 USE -CONFERENCE) = OCCUPANTS (1 PER 15 S.F.) .23 10,470 S.F. (S-1 USE -STORAGE) _ 21 OCCUPANTS (1 PER 500 S.F.) TOTAL BUILDING OCCUPANTS = 94 0.9 MIN. MEANS OF EGRESS 0.5 MIN. BUSINESS (B USES .40 MIN. MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300' FT. MAXIMUM PROVIDED TRAVEL DISTANCE = 70'-6" FT. MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 73 OCCUPANTS = 14.6 IN. REQUIRED (102 IN. PROVIDED) STORAGE (S-1 USE): MAXIMUM ALLOWABLE TRAVEL DISTANCE = 400' FT. (FULLY SPRINKLED) MAXIMUM PROVIDED TRAVEL DISTANCE = 132'-5' FT. MAXIMUM ALLOWABLE COMMON TRAVEL PATH = 100' FT. (FULLY SPRINKLED) MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH= 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 21 OCCUPANTS = 4.2 IN. REQUIRED (136 IN. PROVIDED) TRAVEL DISTANCE 0 � am.µ � PLUMBING FIXTURES REQUIRED FIXTURES - BUSINESS 40 OCCUPANTS (PER FLORIDA BUILDING CODE - 6TH EDITION) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE - FEMALE MALE FEMALE 1 PER 25 FOR FIRST 50/ 1 PER 50 EXCEEDING 50 40 PEOPLE = 1.8 FIXTURES 1 PER 40 FOR FIRST 80/ 1 PER 80 EXCEEDING 80 40 PEOPLE = 1.0 FIXTURES 1 PER 100 - 0.9 MIN. 0.9MIN. 0.5 MIN. 1 0.5 MIN. .40 MIN. REQUIRED FIXTURES - ASSEMBLY (A-2 10 OCCUPANTS) (A-3 = 23 OCCUPANTS) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 75 1 PER 200 1 PER 500 1 SERVICE 10 PEOPLE _ .13 FIXTS. 10 PEOPLE = .05 FIXTS. .1 1 SERVICE SINK 0.075 MIN. 0.075 MIN. .025 MIN. .025 MIN. 1 .02 I -NI 1 PER 125 1 PER 65 1 PER 200 MALE FEMALE MALE 21 PEOPLE = 21 PEOPLE IN 21 PEOPLE _ FIXTS. 1 PER 500 1 SERVICE .168 FIXTS. .32 FIXTS. .1 1 SERVICE SINK 0.168 MIN. 0.32 MIN. 0.05 MIN. 0.05 MIN. 0.042 MIN. TOTAL REQUIRED FIXTURES: WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 2 MIN. 2 MIN. 2 MIN. 2 MIN. .42 MIN. 1 SERVICE 2 2 1 SERVICE SINK TOTAL PROVIDED FIXTURES: - WATER CLOSETS . LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 2 2 2 2 2 1 SERVICE - _ SINK I Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily - indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis_ of .the general_ scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. - Drawing Title: OFFICE FLOOR PLAN & REFLECTED CEILING PLAN Revisions: A08/14/18 City Comm. A11/30/18 Owner Rev. Issue Date Drawn By Checked By 07/19/18 CC - CM8 Certified By. ° ° ° o o ' AR91 46 ° ° "°°°°.°°°°° RF©A� FINISH SPECIFICATIONS GENERAL NOTES: 4'-0' A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN o FLOOR FINISHES WALL FINISHES OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED - o° 4M MATERIAL CARPET MATERIAL: PAINT BY ARCHITECT. DO NOT SCALE DRAWINGS. MFG: TO BE DETERMINED MFG: TO BE DETERMINED B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 000 CPT1 STYLE: TO BE DETERMINED P1 COLOR: TO BE DETERMINED C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 7 ' COLOR: TO BE DETERMINED FINISH: EGGSHELL D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN \ LOCATION: FIELD COLOR ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL: VINYL COMPOSITE TILE 5 A302 MFG: TO BE DETERMINED MATERIAL: PAINT E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS.' VCT1 STYLE: TO BE DETERMINED MFG: TO BE DETERMINED F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND Cli I p 8 o SIZE: 12"x12" P2 COLOR: TO BE DETERMINED GYPSUM BOARD). %' FINISH: EGGSHELL G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL A302 BASE FINISHES LOCATION: ACCENT COLOR H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL MATERIAL' VINYL BASE I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT MATERIAL: PAINT L/120. MFG: TO BE DETERMINED MFG: TO BE DETERMINED V61 COLOR: TO BE DETERMINED P3 COLOR: WHITE J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO m - STYLE: COVE REVIEW. " FINISH: EGGSHELL K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT 5'-0" SIZE: 4 LOCATION: WAREHOUSE WALLS THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND - FLORIDA BUILDING CODE. DOORS AND FRAMES CAN BE SEMI -GLOSS MILLWORK L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES JO7 MIR \ :a�. FINISH USING SHERWIN WILLIAMS PAINT TO MATCH FIELD COLOR P1 MATERIAL: PLASTIC LAMINATE AS SHOWN.' MFG: TO BE DETERMINED M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. ' 5 MIR. A302 PL -1 A OUSE WALLS TO BE PAINTED(P3).1 COLOR: TO BE DETERMINED N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL 9 BREAKROOM PLAN ALL WAREN A302 6 IR. LOCATION: COUNTER TOPS CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE 0 SCALE: 1/4"=1'-0' e o MATERIAL PLASTIC LAMINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL PL -2 MFG: TO BE DETERMINED P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, N & TELEPHONE. COORDINATE o COLOR: TO BE DETERMINED WITH OWNER. LOCATION: CABINETS Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE 3 a3o2 0 - SPECIFIED. A3o2 R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE Q4 PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 3'-t' 3'-t' 1'-0' 3'-0' 2'-2' 4-0 S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN A4 — _ _ _ - — — — = CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. ACCESSORY SCHEDULE - NO. ITEM MANUF. CATALOG # MOUNTING HT. ❑GRAB T1 BAR — 36" STAINLESS STEEL BOBRICK B-6806 34' A.F.F. T2 GRAB BAR BOBRICK B-6806 34" A.F.F. 0 42" STAINLESS STEEL SAFETY YELLOW. SEE DETAIL ON SHEET A401. T3 SURFACE MOUNTED MULTI—ROLL BOBRICK B-2888 TOP AT 28" A.F.F. - NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED TOILET TISSUE DISPENSER PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE - T4 MIRROR WITH STAINLESS FRAME BOBRICK B-165-1830 BOT. ® 6" ABOVE SINK TS LAVATORY MOUNTED SOAP BOBRICK B-822 MOUNTED DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE DISPENSER OF THE TRIBUTARY GUTTER. LAVATORY LEVEL T6 SURFACE MOUNTED SANITARY BOBRICK B-270 TOP AT 28' A.F.F. 15 NAPKIN DISPOSAL SEMI RECESSED PAPER TOWEL BOBRICK B-3942 TOP AT 59�" A.F.F. & WASTE RECEPTACLE T8 SURFACE MOUNTED PAPER BOBRICK B-3699 TOP AT 5%" A.F.F. TOWEL & WASTE RECEPTACLE T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: U REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 0' ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O4 UPPER AND LOWER CABINETRY. O COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A2OBC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY 11QTE: MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD I ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 -0 ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO ` CC ABOVE THE FLOOR. COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. 4'x8'x-" PLYWOOD FIRE—TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. 0 6' DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. O9 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 - NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE - PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALLNOT BE LESS THAN 4" ABOVE THE FLOOR. T, 12- T2 MAX 3'-6 GENERAL FINISH NOTES: (2E)INDICATES FLOOR FINISH XX INDICATES WALL FINISH TO Ts TO BE DETERMINED BE DETERMINED OXX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS BE DETERMINED FINISH TO BE DETERMINED A PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING ' I T INSTALLATION JOINT AND SEAM LAY -OUTS. 6 B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER .MAX CABINETS) TO MATCH ADJACENT SURFACE. D ALTERNATES WITHOUTE ACCEPTED B ENLARGED CT /DES GNER. SAMPLES, H N APPLICABLE, SHALL BE ARCHITECT/DESIGNER. S BMITTED FOR REVIEW. rT RESTROOM PLAN E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. A302 F. . ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. 0 SCALE. 3/8"=1'-0" 6 G. GC TO HAVE MOISTURE TESTING DNE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT CONCRETE ELEVATED SLABS ONLY. H. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. L ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO - MATCH EXISTING. J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. K. ELECTRICAL DEVICES & COVERS COLOR TO MATCH EXISTING. L USE EPDXY PAINT ON ALL INTERIOR RESTROOM WAILS TO CREATE A WASHABLE SURFACE. M. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHUST. N. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 0. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT COLOR TO MATCH EXISTING. P. G.C. TO PROVIDE NEW BLINDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME COLOR AS WALL R. ALL FURNITURE AND WORKSTATIONS BY TENANT. ARCHITECTURE 135 West Central Blvd.,` Suite 340 Orlando, Florida 32801 TEL:- 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and , electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Tltle: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM PLAN/ELEVS Revisions: 4&11/30/18 Owner Rev. Issue Date I Checked By 07/19/18 ` CC CMS Issue Date Drawn By Checked By 07/19/18 ` CC CMS t10'-0" A.F.F. GENERAL Checked By A ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN CMS _ OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED �' GYPSUM BY ARCHITECT. DO NOT SCALE DRAWINGS. - B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). BATT INSULATION , E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). " - G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL TRACK W/ (2) I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT WAREHOUSE L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO EACH JOIST REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT R-13 BATT INSULATION THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND - FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES STEEL STUDS AT AS SHOWN.` M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. 24' O.C. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE PIPE BOLLARD WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. , ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE TYPE 'X' PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN GYPSUM WALL BOARD CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. OIL T.O. PARAPET t12'-0" A.F.F. EXTERIOR LOCATIONS 3f6 POINTED FRAMING 4 THICK FIRE TREATED APA SCREW PFD716 RATED PLYWOOD FLOOR 7/16 POINTED FRAMING 24' O.C. MAX.NEW SHEATHING W/ #10 TEK SCREW PFD716 024' O.C. SEALANT AND BACKER ROD WALL BASE. SCREWS ® 6' OC ALONG MAX • EDGES & 12 OC SEE FINISH SCHEDULE 1k 4 ' PIN 0 24' D.C. INTERMEDIATELY THERMAL BUT INSULATION 7 NEW FLOOR FINISH. r B.O. MTL FRAMING :.. a U SEE FINISH SCHEDULEEn t10'-0" A.F.F. Drawn By Checked By 07/19/18 CC CMS _ �' GYPSUM BOARD CEILING R-19 FACED BATT INSULATION , I000T125-43 (18GA) CONT TRACK W/ (2) WAREHOUSE #12 TEK OFFICE SCREWS AT EACH JOIST R-13 BATT INSULATION _ 3 18 GA STEEL STUDS AT 24' O.C. 6" GALVANIZED STEEL PIPE BOLLARD TYPE 'X' AV GYPSUM WALL BOARD 1' CONCRETE CROWN WITH BROOM FINISH EXTERIOR LOCATIONS 3f6 POINTED FRAMING SCREW PFD716 24' O.C. MAX.NEW WALL BASE. SEE FINISH SCHEDULE NEW FLOOR FINISH. r :.. a U SEE FINISH SCHEDULEEn CONCRETE �' a o Q d FOOTING en - - - - - - - rTWALL SECTION- rTBOLLARD DETAIL A401 A401 0 SCALE: 1'=1'-0" 2 0 scall 1"=1'—n' 2 ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 - TEL: 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical -and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or. described, the trade contractors shall furnish all items required for the proper execution and completion of, the work. Issue Date Drawn By Checked By 07/19/18 CC CMS _ Issue Date Drawn By Checked By 07/19/18 CC CMS RECEPTION 100 720 AHU-1/CU-1 CONFERENCE101 550 FAN STORAGE 102 50 4 RESTROOM 103 RESTROOM 184 0 0 48.0 MEAKROOM 105 240 Ventilation Siang Method ASHRAE Std 62.1-2013 OFFICE 106 165 TYPE OF OFFICE 107 165 (Vou) Uncorrected Outdoor At 408 MECRAMCAL RM 108 0 1700 FIESTROOM 109 RESTROOM 110 C 0 SERVED OFFICE 111 OFFICE 112 480 250 EXTERNAL STATIC PRESS. (IN,WTR,) OFFICE113 250 VOLTS/PH j OFFICE 1'14 225 HP HALLWAY'115 OFFICE 116 OPEN OFFICE 117 240 520 610 EF -1 OFFICE 118 210 0.25 OFFICE 119 210 700 OFFICE 120 200 GREENHECK SP -B90 5085 1 THRU 3 EF -2 ASHRAE 612,1 -Ventilation Sizin 1010 ,a ( mtc 23 408 408 0.15 0.81 CFW(SQFT 1,010 (Vps) System Primary Airflow 0.40 (Xs) Average Outdoor.Air Fraction 69.8° CFM Reduction During Heating 32.2% OADuring Heating 9.7% OADuring Normal EXHAUST & SUPPLY FAN SCHEDULE MARK AHU-1/CU-1 AHU-2/CU-2 E.S.P. IN FAN MOTOR DATA 4 4 1,010 4,124 43 43 48.0 Summary SPACE Ventilation Siang Method ASHRAE Std 62.1-2013 INCHES Design Condition Minimum flow (heating) TYPE OF (D) Occupant Diversity 1.00 MODEL (Vou) Uncorrected Outdoor At 408 CFM (Ev) System Ventilation Efficiency 1.26 1700 (Vot) Design Ventilation Airflow Rate 325 CFM ,a ( mtc 23 408 408 0.15 0.81 CFW(SQFT 1,010 (Vps) System Primary Airflow 0.40 (Xs) Average Outdoor.Air Fraction 69.8° CFM Reduction During Heating 32.2% OADuring Heating 9.7% OADuring Normal EXHAUST & SUPPLY FAN SCHEDULE MARK AHU-1/CU-1 AHU-2/CU-2 E.S.P. IN FAN MOTOR DATA 4 4 TOTAL COOLING CAP (MBH @ ARD 48.0 48.0 MARK SPACE CFM INCHES RPM TYPE OF MAKE MODEL DRIVE REMARKS 1740 1700 2105 OUTSIDE AIR (CFM) SERVED 170 H2O EXTERNAL STATIC PRESS. (IN,WTR,) HP/WATTS RPM VOLTS/PH FAN HP 3/4 3/4 EF -1 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -2 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -1390 DIRECT 1 THRU 3 EF -3 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -690 DIRECT 1 THRU 3 EF -4 MECHANICAL ROOM 50 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -1390 DIRECT 2 THRU 4 EF -5 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -690 DIRECT 1 THRU 3 REMARKS: 1. PROVIDE FANS WITH TIME CLOCK CONTROL. FANS TO RUN CONTINUOUSLY 3. PROVIDE FANS WITH BACK -DRAFT DAMPERS. DURING SCHEDULED BUSINESS HOURS. 4. PROVIDE FAN WITH LINE VOLTAGE THERMOSTAT. FAN TO ENERGIZE SHOULD 2. PROVIDE FANS :WITH MOUNTED DISCONNECT. SPACE TEMPERATURE EXCEED 857. SPLIT. SYSTEM AIR CONDITIONER SCH ISLE MARK AHU-1/CU-1 AHU-2/CU-2 AHU-3/CU-3 TONNAGE 4 4 4 TOTAL COOLING CAP (MBH @ ARD 48.0 48.0 48.0 .SENSIBLE COOLING CAP. (MBH @ ARI) 29.2 29.2 29.2 AHU CONFIGURATION t WHITE HORIZONTAL SUPPLY AIR (CFM) - 1740 1700 2105 OUTSIDE AIR (CFM) 175 170 210 EXTERNAL STATIC PRESS. (IN,WTR,) ALUMINUM 1 - TITUS/50F HP 3/4 3/4 3/4 ALUMINUM EVAPORATOR FAN VOLT/O 208/1 208/1 208/1 Z WHITE FLA 6.8 6.8 6.8 TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 2 F TITUS/50F CEILING RETURN a WHITE KW 2.88 2.88 2,88 a VOLT/O 208/1 208/1 208/1 ELECTRIC HEAT MOCP 30 30 30 WEIGHT POUNDS 174 174 174 NUMBER 1 1 1 VOLT/O 208/1 208/1 208/1 COMPRESSORS RLA/LRA (EA) 21,8/117 21.8/117 21.8/117 z NUMBER 1 1 1 VOLT/O 208/1 208/1 208/1 CONDENSER FAN C3 A FLA (EA) 1/5 1/5 1/5 C3 MCA 28 28 28 POWER MOCP 45 45 45 WEIGHT POUNDS 197 197 197 AREA SERVED - - - MANUFACTURER AHU/CU TRANE TRANE TRANE MODEL# CU/AHU 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 MINIMUM EER/HSPF 11 11 11 REMARKS 1 1 1 NOTES 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HEATER LOSSES, 2, REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3, PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 4. PROVIDE 1' THROWAWAY FILTERS. 5. PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT. 6. PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING, 7. PROVIDE WITH AHU FACTORY INSTALLED CIRCUIT BREAKER. REMARKS1 1, PROVIDE SMOKE DETECTOR IN SUPPLY DUCT, SMOKE DETECTOR SHALL OPERATE PER SECTIONS 606.4 AND 606.4.1 OF THE 2017 FMC. I i I I 1F16 RETURN DUCT --_J I 18 16 RETURN DUCT B EATH SUPPLY DICT AHU-1 I 1808 RETURN DUCT - BENEATH SUPPLY DUCT (2)13-91 140 I - - I I MECHANICAL PLAN 0 SCALE: 1/8"=1'-0" 16 MECHANICAL GENERAL NOTES: 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE. 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT OBSTRUCT EQUIPMENT SERVICE CLEARANCES. 4. COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING AND NEW WORK. 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON-CRITICAL TIMES. 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA AND AT AN ACCESSIBLE HEIGHT ABOVE THE CEILING. 7. ALL NEW DUCTWORK SHALL BE 1 1/2" ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED GALVANIZED STEEL. STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB AND MASTIC JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FLEXIBLE DUCTWORK SHALL BE CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A MAXIMUM FLAME SPREAD = 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS. 8. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 9. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES. 11. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. 14. ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO. THIS LAYER SHALL EXTEND 24" FROM AND SHALL SKIRT THE ENTIRE CURB. 15. ALL MECHANICAL ROOF CURBS WIDER THAN 18" SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE TO FACILITATE PROPER DRAINAGE/RUNOFF. 16. ALL ROOFING WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR THAT HAS BEEN PROPERLY TRAINED BY THE ROOFING MANUFACTURER. 17. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS. PLAN KEY NOTES: p 1. UNDERCUT DOOR 1/2" AFF. 2. REFER TO DETAIL #6/M400 FOR THRU WALL PENETRATION DETAIL Owner. ACS CONSTRUCTION Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LAIC SANFORD FLORIDA, aft Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: MECHANICAL PLAN AND SCHEDULES Revisions: 2L 8/27/28 OWNER REVISION 4\11/19/28 OWNER REVISION GRILLE AND DIFFUSER SCHEDULE Checked By MARK MANUFACTURER/MODEL 7/19/18 MOUNTING ELK COLOR MATERIAL REMARKS A TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 1 B TITUS/50F CEILING RETURN WHITE ALUMINUM 1 C TITUS/50F CEILING EXHAUST WHITE ALUMINUM 2 D FL -10 WALL MOUNTED WHITE ALUMINUM 3 E TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 2 F TITUS/50F CEILING RETURN WHITE ALUMINUM j 2 NOTES; 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS, 3. MAXIMUM PRESSURE DROP OF ,04 IN WC, 4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. REMARKS. 1, 24x24 LAY -IN 2. 12x12 LAY -IN 3, SINGLE SLOT, 48' MECHANICAL PLAN 0 SCALE: 1/8"=1'-0" 16 MECHANICAL GENERAL NOTES: 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE. 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT OBSTRUCT EQUIPMENT SERVICE CLEARANCES. 4. COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING AND NEW WORK. 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON-CRITICAL TIMES. 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA AND AT AN ACCESSIBLE HEIGHT ABOVE THE CEILING. 7. ALL NEW DUCTWORK SHALL BE 1 1/2" ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED GALVANIZED STEEL. STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB AND MASTIC JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FLEXIBLE DUCTWORK SHALL BE CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A MAXIMUM FLAME SPREAD = 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS. 8. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 9. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES. 11. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. 14. ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO. THIS LAYER SHALL EXTEND 24" FROM AND SHALL SKIRT THE ENTIRE CURB. 15. ALL MECHANICAL ROOF CURBS WIDER THAN 18" SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE TO FACILITATE PROPER DRAINAGE/RUNOFF. 16. ALL ROOFING WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR THAT HAS BEEN PROPERLY TRAINED BY THE ROOFING MANUFACTURER. 17. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS. PLAN KEY NOTES: p 1. UNDERCUT DOOR 1/2" AFF. 2. REFER TO DETAIL #6/M400 FOR THRU WALL PENETRATION DETAIL Owner. ACS CONSTRUCTION Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LAIC SANFORD FLORIDA, aft Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: MECHANICAL PLAN AND SCHEDULES Revisions: 2L 8/27/28 OWNER REVISION 4\11/19/28 OWNER REVISION Certified By: Ic 00 q- 1 2 'p 8T T • • 4i/� /qyA Drawing Numbe M200 Project Number. 17291 Issue Date Drawn By Checked By 7/19/18 CEL ELK Certified By: Ic 00 q- 1 2 'p 8T T • • 4i/� /qyA Drawing Numbe M200 Project Number. 17291 PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. 6 COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. _ CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA i�La�t��:t�'r►��'9�.�1�'�.��1���►�����i■1'►'r�',�i>;�>��>�G`�101Fi ��=r�3� LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING n CODE AND 2017 FLORIDA PLUMBING CODE. r t1 r 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. r 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING r PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR r WASTE PIPE INSTALLATION. r r 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW F LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS E r Al ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED 7/19/18 CEL ELK WITH 1' R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND r _ 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING I APPROVED BACKFLOW PREVENTER. - 3' PIPE & LARGER A MINIMUM OF 1/8' PER FOOT OF RUN, AND 2-1/2* PIPE AND 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ------ SMALLER A MINIMUM 1/4' PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO i ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. FIXTURES. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. - ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED — 2. �I WITH EQUIPMENT. 3. NEW 2' CW. ROUTE TIGHT WITH STRUCTURE. i 10. CONTRACTOR SHALL ROUGH -IN ALL - WASTES - AND SUPPLIES TO -ALL EQUIPMENT 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. 11. PROVIDE SUPPLY - STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT. PROVIDE . DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. i REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. i 13. INSTALL CODE REQUIRED FIXED NR GAPS ON ALL INDIRECT WASTE CONNECTIONS - SERVING EQUIPMENT AND APPLIANCES Issue Date Drawn By Checked By 7/19/18 CEL ELK 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND I APPROVED BACKFLOW PREVENTER. - 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE i ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. I 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). PLAN KEY NOTES: p I 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. — 2. NEW 4' SANITARY., 3. NEW 2' CW. ROUTE TIGHT WITH STRUCTURE. 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. Issue Date Drawn By Checked By 7/19/18 CEL ELK certlrled By: PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA ----------�--- EfvAf9Wk10vM_ a • ARCHITKTUIR 135 West Central Blvd., Suite 400 _ Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED WITH 1 ` R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. Project: C 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8' PER FOOT OF RUN, AND 2-1/2" PIPE AND SMALLER A MINIMUM 1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO ��ROLANE FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW= CONTROLS, FILTERS, BACKFLOW BUILDING ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. ` NEW 10 CONTRAIES TO ALL EQUIPMENT ACCORDING T OSMANUFACTURERIS SPECIFICATIONS AND MAKEHALL ROUGH—N ALL WASTES AND PLTHE FINAL CONNECTIONCONSTRUCTION 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES 600 AERO & 630 LANE E AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. $MEOW 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. FLORA, On 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND Scope Drawings: APPROVED BACKFLOW PREVENTER. These drawings indicate the general scope of the project in 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE terms of architectural design ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. concept, the dimensions of the building, the major architectural 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). elements and the type of structural, mechanical and electrical systems. PLANKEY NOTES: ® The drawings do not necessarily y 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. indicate or describe all work required for full perfomance and completion of the requirements of 2. NEW 6 SANITARY. the contract. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. On the basis of the general scope �I 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE, indicated or described, the tradecontractors shall furnish all items required for the proper execution 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. and completion of the work. Drawing Title: PLUMBING PLANS & ISOMETRICS e UMBING PLAN 16 Issue Date Drawn By LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL 7/19/18 CEL < FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN A PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH - ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING CODE AND 2017 FLORIDA PLUMBING CODE. 5. _ PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE ` REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS ARCHITKTUIR 135 West Central Blvd., Suite 400 _ Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED WITH 1 ` R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. Project: C 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8' PER FOOT OF RUN, AND 2-1/2" PIPE AND SMALLER A MINIMUM 1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO ��ROLANE FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW= CONTROLS, FILTERS, BACKFLOW BUILDING ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. ` NEW 10 CONTRAIES TO ALL EQUIPMENT ACCORDING T OSMANUFACTURERIS SPECIFICATIONS AND MAKEHALL ROUGH—N ALL WASTES AND PLTHE FINAL CONNECTIONCONSTRUCTION 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES 600 AERO & 630 LANE E AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. $MEOW 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. FLORA, On 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND Scope Drawings: APPROVED BACKFLOW PREVENTER. These drawings indicate the general scope of the project in 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE terms of architectural design ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. concept, the dimensions of the building, the major architectural 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). elements and the type of structural, mechanical and electrical systems. PLANKEY NOTES: ® The drawings do not necessarily y 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. indicate or describe all work required for full perfomance and completion of the requirements of 2. NEW 6 SANITARY. the contract. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. On the basis of the general scope �I 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE, indicated or described, the tradecontractors shall furnish all items required for the proper execution 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. and completion of the work. Drawing Title: PLUMBING PLANS & ISOMETRICS e UMBING PLAN 16 Issue Date Drawn By Checked By 7/19/18 CEL < ELK II �<\WASTE AND VENT RISER r 3 \DOMESTIC WATER RISER RGY CODE. MROLLED HMNG FIXTURE SCHEDULE PS DESCRIPTION WATTS MANUFACTURER / CATALOG NUMBER SEE NOTE NO TYPE LED RECESSED INDIRECT 36 COLUMBIA LCAT24-40-LW-G 1.2 4000K CENTER BASKET "EM" = 1100 LUMEN BODIN "D" = 0-IOV DIMMING LED LOW BAY 112 COLUMBIA LWS-40-HL-W-SFA 1 4000K W1 OCCUPANCY SENSOR "EM"= 1100 LUMEN BODINE LED RECESSED DOWN LIGHT 14 PRESCOLITE LC4SLDM-RLCSL14L4OK8 1 4000K "EM"= 300 LUMEN BODINE LED RECESSED DOWN LIGHT 14 PRESCOLITE SIMILAR TO TYPE C. 1 4000K EXCEPT DAMP LOCATION 1LED CUTOFF WALLPACK 14 SPAULDING LMC-30LU-4K-3-035 -PC 1 4000K W PHOTOCELL COLOR T.B.D. LED UNIVERSAL EXIT SIGN 3 DUAL LITE EVC SERIES 1 W AIMABLE LAMP HEADS 2 F32T8 STRIP LIGHT 24 GENERIC GENERIC 1 4000K TURE IS CONSIDERED GENERIC. EN PACKAGE APPROXIMATELY EQUAL TO TWO F32T8 LAMPS. ALEX PIPER, P.E. CONSULTING ENGINEER FL #42697 POWER - LIGHTING - SYSTEMS DATA VOICE: 407-576-5648 100 WW Fera Dr. FAx : 866-557-3523 LONGWOOD, FL 32779 ALE%PIPzRPEOGMAIL.cOM owner. ACS CONSTRUCTION Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Dmwkw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DrawMg Tltle: LIGHTING PLAN Wsue Date Drawn By Checked By 7/19/18 PIPER PIPER Drawing Number: E201 Project Number: 17291 PANEL: A VOLTAGE: 120/208V/3PH/4W MAIN: 400A MLO MOUNTING: SURFACE A. 1. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF 1 CIRCMMD(AMPS AMPS)AMP AMP POLE CIR CIR AMP POLE LOAD(AMPS) CIRCUIT LABEL A B C CB NO. NO. CB A I B C LABEL TVSS 0 30 3 1 2 100 3 80PANEL B 0 1 3 4 20 1 80 RECEPT 0 1 1 5 1 6 120 1 1 80 IRECEPT AHU-1 24 30 2 7 8 20 1 6 W/H LIGHTS SIGN10 24 1 120 20 1 9 10 20 1 6 W/H LIGHTS AHU-2 24 30 2 it 12 20 1 1 6 W LIGHTS BRK RM 24 20 1 13 14 20 1 12 LIGHTS AHU-3 24 30 2 15 16 20 1 6 SPARE BRK RM 24 1 1 1 17 18 120 1 2 1 4 IWALL PACKS CU -1 24 20 2 19 20 20 1 4 SPARE BRK RM 24 145 1 21 22 20 1 6 SPARE CU -2 24 45 2 23 24 50 2 1 35 CHARGER I. T. 24 20 1 25 26 20 1 35 SPARE CU -3 24 45 2 27 28 20 1 6 SPARE RECEPT 24 20 1 1 29 30 120 1 2 1 6 IRECEPT WELDER 40 50 2 31 32 20 1 6 SPARE TOILET FANS 40 20 1 33 34 20 1 6 RECEPT CHARGER 40 150 2 35 36 40 37 38 20 1 6 SPARE DOORS 35 120 50 2 39 40 20 1 6 SPARE FRCP 35 141 142 42 PROVIDE LOCKING HANDLE AT FRCP 307 1233 281 302 TOTAL 259 254 DEMAND SERVICE SIZE = 400A, 144 KVA. SEE ONE—LINE DIAGRAM ON E101 FOR SERVICE ENTRANCE CONDUCTORS. PANEL: B VOLTAGE: 120/208V/3PH/4W MAIN: 125A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF i C I RCUMAD( AMPS)AMP Checked By POLE CIR CIR AMP POLELOAD(AMPS) - CIRCUIT LABEL A B C CB NO. NO. CB A I B I C LABEL TVSS 0 30 3 1 2 20 1 12 RECEPT 0 3 4 20 1 6 RECEPT 0 1 1 5 6 120 1 1 9 IRECEPT RECEPT 9 1 7 8 20 1 9 FRIDGE, EWC SIGN10 120 20 1 9 10 30 2 20 WATER HTR RECEPT 12 20 1 11 12 1 20 BRK RM 6 20 1 13 14 20 1 12 LIGHTS RECEPT 12 20 1 15 16 20 1 12 LIGHTS BRK RM 6 20 1 1 17 18 120 1 1 12 ILIGHTS D/W 10 20 1 19 20 20 1 6 SPARE BRK RM 6 20 1 21 22 20 1 6 SPARE RECEPT 10 120 1 23 24 20 1 1 6 SPARE I. T. 6 20 1 25 26 20 1 6 SPARE COPY 6 20 1 27 28 20 1 6 SPARE RECEPT 12 20 1 29 30 SPARE 6 20 1 31 32 20 1 6 SPARE TOILET FANS 3 20 1 33 34 20 1 6 SPARE SPARE 6 120 1 35 36 37 38 20 1 6 SPARE 120 39 40 FRCP 1 1 41 42 PROVIDE LOCKING HANDLE AT FRCP 94 166 93 167 94 TOTAL 67 DEMAND ALEXPIPER,P.E. CONSULTING ENGINEER FL #42697 POWER • LIGHTING SYSTEMS 0 DATA VOICE: 407-376-5848 100 Will Fern Dr. FAx : 886-357-3523 L ONGWOOD, FL 32779 ALEx P n),n PEeGYA1L.cOM owner: ACS CONSTRUCTION Project AEROLANE BUILDING NEW CONSTRUCTION 600 AERO &630 LANE FLORIDA, A, RD Scope Draw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: POWER PLAN Revlelona: CITY COMMENTS, 8/14/18 A OWNER REVISION, 8/27/18 A OWNER REVISION, 11/30/18 issue Date Drawn By Checked By 7/19/18 PIPER PIPER . CerNW By: �SS3:J0&' l '• Drawing Nunber. E202 Project Number: 17291 PROJECT SQUARE FOOTAGE: BUSINESS (B) TOTAL STORAGE S.F...............................................= 10,420 SO. FT. TOTAL BUSINESS S.F................................ ••• = 4,611 SQ. FT. TOTAL BUILDING S.F. ............................................... : 15,031 SO. FT. CONSTRUCTION TYPE: TYPE IIB - (SPRINKLERED) OCCUPANCY: S-1, B - BUSINESS PER FLORIDA BUILDING CODE, SIXTH EDITION (2017) NO SEPARATION REQUIRED PER SECTION 508.3.3. AND TABLE 508.4 OCCUPANCY SEPARATION. APPLICABLE BUILDING CODES: • FLORIDA BUILDING CODE, SIXTH EDITION (2017) 9 FLORIDA ENERGY CODE, SIXTH EDITION (2017) • FLORIDA MECHANICAL CODE, SIXTH EDITION (2017) - • FLORIDA PLUMBING CODE, SIXTH EDITION (2017) • EXISTING BLDG. FLORIDA BUILDING CODE, SIXTH EDITION (2017) • FLORIDA ACCESSIBILITY CODE, SIXTH EDITION (2017) FLORIDA FIRE PREVENTION CODE, SIXTH EDITION • 2014 NATIONAL ELECTRIC CODE • NFPA 101 LIFE SAFETY CODE, 2015 EDITION • 2013 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 1000 LONGWOOD, FLORIDA 32779 � � �,� MUNICIPALITY: PHONE: (407) 376-5648 R ,o, SEMINOLE FAX: (866) 357-3523— — — — - — — , — — — — PARCEL ID #: CONTACT: ALEX PIPER- ► Q C , 26-19-30-5AE-14OB-0000 �Rfi w 11 w rvnmr-nnr-nn�■ w n ^^&A I C .,, R „• 'r.q BR �' PMN I OMCE Jill N OVERALL PLAN SCALE. 1/8" - 1'-0" DEC 17 2015 FIRE SPRINKLER PERMITTED SEPARATELY GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 1 2 3 4 5 6 C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). – PRE–ENGINEERED ALUMINUM CANOPY E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. –CLEAR ANODIZED WITH INTERNAL GUTTER F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND. AND FIAT SOFFIT PANEL ENGINEERED AND GYPSUM BOARD). PERMITTED BY OTHERS. G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL 13 13 13 13 8 13 -H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL F — — — — — — — — — — — — — — � L ALL STEEL- STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT I L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO Lr REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT t EAST THE MINIMUM MANEUVERING CLEARANCE AT FIRE Q I THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND RISER o I FLORIDA BUILDING CODE. 8 8 8 8 8 8 1000 I L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES I AS SHOWN. M AL1 FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT „ L . i OFFICE II 113 l OFFICE 112 NOTES:.- , I N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL NEW WALL PARTITION " ' ALL WALLS TO EXTEND 10'-0" A.F.F., UNLESS OTHERWISE NOTED. CONDITIONED SPACE AS NECESSARY. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. RECEPTION I 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. , CONTRACTOR TO COORDINATE FOR FLOOR AND CEILING ATTACHMENT_ BASED ON 5 PSF LATERAL LOADING AND L/120 I100 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL ® A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE I P. _ PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE EACH END. O B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %" TYPE S PAN HEAD SCREWS WITH OWNER. C. ALL STEEL STUD RUNNER.CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH 'MOLLY"–TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE G W ( ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE SPECIFIED. - F. PROVIDE LEVEL 3 IN WAREHOUSE AREA W1 3W 25 GA. METAL STUDS 0 24" O.C. WITH _ R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE a 4'x8'xl" PLYWOOD FIRE–TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH — — PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. I ., ®6" DLA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN I — C T. CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST HALJ AY 10 f BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE OFFICE - PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 „4 i WALL TYPES: DISHWASHER. SEE ENGINEERING DRAWINGS. EXTINGUISHER TO HAVE MIN. RATING OF 4A206C FOR EVERY 3000 SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL 13 DOWNSPOUT LOCATION. – CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE „ L . i OFFICE II 113 l OFFICE 112 NOTES:.- , Drawn By EXISTING CONSTRUCTION TO REMAIN REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. NEW WALL PARTITION " 1. ALL WALLS TO EXTEND 10'-0" A.F.F., UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT_ BASED ON 5 PSF LATERAL LOADING AND L/120 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING:; ® A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR O5 POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2' FROM EACH END. O B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %" TYPE S PAN HEAD SCREWS ON BOTH SIDES OF STUD FLANGE. C. ALL STEEL STUD RUNNER.CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH 'MOLLY"–TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM G SPACING OF 48" OR LESS TO MATCH CEILING GRID. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA W1 3W 25 GA. METAL STUDS 0 24" O.C. WITH _ ABOVE THE FLOOR. GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. W2 A" 25 GA. METAL STUDS 0 24" O.C. WITH %* GYP. — BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL SEE SEE 2/A401. ^, OFFICE 111 C W3 6" 18 GAUGE STEEL STUDS 0 24" O.C. WITH AN ALLOWABLE I DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF = (1) LAYER %" GYPSUM WALL BOARD TYPE "C" ON BOTH SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION IN EACH STUD CAVITY. SEE 3/A401. I 3%" 25 GA. METAL STUDS 0 24" O.C. W/ W GYPSUM �� HALLWAY BOARD ONE SIDE AND R-13 BATT INSULATION PLUS 115 � 20 R-4.5 CONTINUOUS INSULATION. LOCATED V OFF EXTERIOR WALL NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. O F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. PLAN NOTES: ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 QCopyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building; the major architectural elements and the type of structural, mechanical and electrical systems.' The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: Q11/30/18 Owner Rev. Issue Date Drawn By O REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. OFFICE 116 CM8 O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 0 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. ® UPPER AND LOWER CABINETRY. I l O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI–RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT — L +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. O 4'x8'xl" PLYWOOD FIRE–TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. ®6" DLA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. 9O. NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EXTINGUISHER TO HAVE MIN. RATING OF 4A206C FOR EVERY 3000 SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL 13 DOWNSPOUT LOCATION. – CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE OF THE TRIBUTARY GUTTER. TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0' ABOVE THE FLOOR AND 14 FIRE RISER. THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 QCopyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building; the major architectural elements and the type of structural, mechanical and electrical systems.' The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: Q11/30/18 Owner Rev. Issue Date Drawn By Checked By 07/19/18 CC CM8 Drawing Number. A101 Project Number. 17291 Issue Date Drawn By Checked By 07/19/18 CC ° ° ,ems 'o �f000 Certified By: OF o 7. ° ° ° e, AR4 246 a 1/30/° Issue Date Drawn By Checked By 07/19/18 CC CM3 GENERAL NOTES: WALL TYPES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN NOTES: OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED EXISTING CONSTRUCTION TO REMAIN BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. NEW WALL PARTITION C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. ' D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN 1 • ALL WALLS TO EXTEND 10 -0 A F.F., UNLESS OTHERWISE NOTED. ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (LE. 100A). 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS 4 5 6 4 5 6 F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (LE. STOREFRONT AND -FOR FLOOR AND DEFLECTION. UNLESSLING OTHERWACHMENT SE APPROVED IN NO CASE SHALL THON 5 PSF LATERAL LOADING O ATTACHMENT BE GYPSUM BOARD). LESS THAN THE FOLLOWING: G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE - PRE-ENGINEERED METAL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL - PRE-ENGINEERED METAL FASTENED WITH CONCRETE STUB NAILS,- EXPANSION ANCHORS, SHIELDED SCREWS, OR CANOPY BY OTHERS. CANOPY BY OTHERS. I• ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT POWER -DRIVEN FASiiENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2' FROM L/120. EACH END. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %' TYPE S PAN HEAD SCREWS _ _ _ CEILING HEIGHT ( REVIEW. - - - - - -� - ON BOTH SIDES OF STUD FLANGE. 1 -0 r LEV. +10'-0" F K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT 12'-0' W-2' 4'-0' 6'-8� 16'-0" '-T ( I I THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE I FLORIDA BUILDING CODE. FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR --- - I A ° - - - - - ° --- - I A L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES SCREWS INTO CHANNELS, SPLINES, 'T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM - - - - - - - 11241 - - _ d I - - - I AS SHOWN. SPACING OF 48" OR LESS TO MATCH CEILING GRID. FIRE l000 W2 O M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BYRISER1 1 N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. 1000 J GLASS WALL 1'-0"� I ( CONDITIONED SPACE AS NECESSARY. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA �' 1 3 ( BY OTHERS. I ( ( D _ -0 �._ �: I 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE p 3 - 3'-3" 14 I D :. I I NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL W1 3 25 GA METAL STUDS ®24 O.C. WITH Z W I - I PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. �� 10Ll P• _ I o._ :. _: ...o C' ` Q I WITH OWNER. CONFERENCE_� I CEILING. HEIGHT. I Q. SAVE ALL REMOVED ITEMS FOR OWNER PER OWNER'S DIRECTION UNLESS OTHERWISE W 3%* 25 GA. METAL STUDS 0 24" O.C. WITH " GYP. ROOM � RECEPTION 1 � Q � � 2 - W3 N 100 N ( - OPEN - TO DECK I SPECIFIED. - BOARD EACH SIDE &ONE LAYER SOUND BATT INSUL ^� N 101 0 I _ C . .. .O .. O � I R. ALL WALLS SCHEDULED TO REMAIN (LE. -CORE WALLS, AND DEMISING WA WALLS) ) SHALL BE SEE SEE 2/A401-. I D I PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 1 ' I S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN W3 6" 18 GAUGE STEEL STUDS ®24° O.C. WITH AN ALLOWABLE - _ 4 I ( I CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. DEFLECTION OF t 120 AND LATERAL PRESSURE OF 5 PSF O O O .. .. - I T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST 1 LAYER GYPSUM WALL BOARD TYPE C ON BOTH A302 W4 BULK HEAD HEIGHT D - ,- - - J BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION 4 - ELEV. +9 10...: _ IN EACH STUD CAVITY. SEE 3/A401. � - - • ... _ � PLAN NOTES:... 106 3 W 114 3 CEILING HEIGHT " o o OIL W4 RE M HALLWAY 5'� I o ELEV. +9'-0„ s " 3%" 25 GA. METAL STUDS 0 24' O.C. W/ " GYPSUM _ 14'-8" ' ' OFFICE a4 6 �j REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. - 9 F" BOARD ONE SIDE AND R-13 BATT INSULATION PLUS 0103 115 114 � I � s I � - R-4.5 CONTINUOUS INSULATION. LOCATED �' OFF O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 120 3 A. s m =EXTERIOR WALL _ W ' 3 FE W4 _ O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. OFFICE W3 R00 W2 01 i CEILING HEIGHT Go D ELEV. +10 -0" NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. W2 120 N 04co " O4 UPPER AND LOWER CABINETRY. F(X) ._ . g 6 O FRAME TYPE SEE SHEET A501 FOR FRAME ELEVATIONS jQ4 ` 5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. c� W4 113 3 O �= N OFFICEGENERALCEILING NOTES. tts 3 t _ o - s g SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT _ 3 113 I 0 Q i N +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 1 1 ALL WALLS GO TO UNDERSIDE OF CEILING GRID/TILES UNLESS NOTED AS FOLLOWS: �n FFiCE E - - E SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 . a, PLAN RO M °' 14'-0" FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY W2 119 _ o 6* WALL EXTENDS 6 ABOVE GRID/TILES. 106 VV2 W4 _i ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE - °O THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' 3 D �-WALL EXTENDS TO DECK ABOVE. t18 3 4 BULK HEAD HEIGHT ABOVE THE FLOOR. - 4 t 12 3 _ `a ELEV. +9'-10" , " _ 0 7 4x8 xY PLYWOOD FIRE -TREATED PHONE BOARD BOT. ®12 A.F.F. PAINT TO MATCH 2• LIGHTS, DIFFUSERS, AND SPRINKLER HEADS ARE SHOWN FOR LOCATION ONLY. SEE OFFICE 3 JW4 CEILING HEIGHT DCEILING HEIGHT ADJACENT WALL. COVER ALL WALLS. ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. � ( 105 118 ( NLEV. +10'-0" 6 ELEV. +10'-0" 3. ALL SUSPENDED ACOUSTICAL CEILINGS ARE TO BE AT -1 UNLESS NOTED OTHERWISE. I 12 BEAK = J _ O 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT 4. NEW CEILING TILE SHALL BE CENTERED IN THE ROOM WITH GREATER THAN h TILE W2 `� ROOM m 14'-0' _ I O O s SAFETY YELLOW. SEE DETAIL ON SHEET A401. AROUND THE PERIMETER. UNLESS SHOWN OTHERWISE. 0 0 5. INSTALL R-19 FIBERGLASS BATT INSULATION ABOVE ALL ACOUSTICS CEILING PANELS 2 105 W2 OFFICE '� _ O O9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 3 1 W2 112 0o co - SW _ i O NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED CEILING LEGEND: CEILING HEIGHT 10 - PANELS BEHIND SINK. PROVIDE 30 LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE ' " LEV. +10'-0" � � PLUMBING DWGS. FOR ADDITIONAL INFORMATION. _ 13 -0 I o ' ( D ( AT -1, NEW 2'x2' SUSPENDED ACOUSTIC CEILNG GRID. 2x2 WHITE, 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. OFFICE m 1- O MSTRONG DUNE CEILING 24 x24 x5 8 AR / " W/ BEVELED EDGE OR 0 107 �, W4 6= EQUAL, WHITE, OR APPROVED ALTERNATE. 0 ttt 3 12 DISHWASHER. SEE ENGINEERING DRAWINGS. O CEILING HEIGHT - W3 I o „ 6'-3' 107 ELEV. +10 -0 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE , Q NEW 2x2 RETURN DUCT. SEE MECH. DWGS. OF THE TRIBUTARY GUTTER. 11 3 3 los HALLWAY m _ 14 FIRE RISER. NEW 2'x2' SUPPLY DUCT. SEE MECH. DWGS. W3I REST M 115 OFFICE W4 N WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 09 _ 1111 _ i ( ( CEILING HEIGHT 6 C 15 TO HAVE MIN. RATING OF 4A20BC FOR EVERY 000 S .FT OF FLOOR 1 N o 6 EXTINGUISHER3 Q F11 NEW 2x4 RECESSED FLUORESCENT LIGHT FIXTURE. o O W2 ELEV-. +9'-0" AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL ;MECH. 6 _ FE_ I _ EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE 1 N - - _ TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND Oo NEW 4' RECESSED COMPACT FLUORESCENT FIXTURE. �"J 13 W2 _ D s" THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. W3 I ES ROOM W3 110 14 -0" i BULK HEAD HEIGHT ® NEW LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD Revisions: ELEV. +9 -10 ', 0 1 W4 co® NEW DIRECTIONAL LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD Ot 08/14/18 City Comm. �� �l - LIFE SAFETY SUMMARY 4 11/30/18 Owner Rev. OCCUPANT LOAD (PER FLORIDA BUILDING CODE -_6TH EDITION) BUSINESS (B OCCUPANCY): OTHER 4,065 S.F. (BUSINESS USE) = 40 OCCUPANTS (1 PER 100 S.F.) 153 S.F. (A-2 USE-BREAKROOM) = 10 OCCUPANTS (1 PER 15 S.F.) 344 S.F. (A-3 USE -CONFERENCE) = 23 OCCUPANTS (1 PER 15 S.F.) 10,470 S.F. (S-1 USE -STORAGE) = 21 OCCUPANTS (1 PER 500 S.F.) TOTAL BUILDING OCCUPANTS = 94 1 PER 25 FOR FIRST 50/ 1 PER 50 EXCEEDING 50 40 PEOPLE = 1.8 FIXTURES MEANS OF EGRESS t PER 100 � BUSINESS (B USE): - MAXIMUM ALLOWABLE TRAVEL DISTANCE _ 300' FT. MAXIMUM PROVIDED TRAVEL DISTANCE = 70'-6" FT. MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 73 OCCUPANTS = 14.6 IN. REQUIRED (102 IN. PROVIDED) STORAGES -1 USE): MAXIMUM ALLOWABLE TRAVEL DISTANCE = 400' FT. (FULLY SPRINKLED) MAXIMUM PROVIDED TRAVEL DISTANCE _ 132'-5" FT. MAXIMUM ALLOWABLE COMMON TRAVEL PATH = 100' FT. (FULLY SPRINKLED_ ) MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH= 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 21 OCCUPANTS = 4.2 IN. REQUIRED (136 IN. PROVIDED) TRAVEL DISTANCE � PLUMBING FIXTURES - WATER CLOSETS REQUIRED FIXTURES- IN OCCUPANTS PER FLORIDA BUSINESS 40 ( BUILDING CODE - 6TH EDITION ) OTHER MALE FEMALE WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER 1 SERVICE MALE FEMALE MALE FEMALE .1 1 PER 25 FOR FIRST 50/ 1 PER 50 EXCEEDING 50 40 PEOPLE = 1.8 FIXTURES 1 PER 40 FOR FIRST 80/ ` 1 PER 80 EXCEEDING 80 40 PEOPLE = 1.0 FIXTURES : t PER 100 � - .02 MIN. 0.9 MIN. 0.9MIN. 0.5 MIN. 0.5 MIN. .40 MIN. REQUIRED FIXTURES - ASSEMBLY (A-2 = 10 OCCUPANTS) (A-3 = 23 OCCUPANTS) TOTAL REQUIRED FIXTURES: - WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE - i PER 75 1 PER 200 1 PER 500 1 SERVICE 10 PEOPLE _ .13 FlXTS. 10 PEOPLE _ .05 FlXTS. .1 1 SERVICE SINK 0.075 MIN. 0.075 MIN. .025 MIN.- .025 MIN. .02 MIN. 1 PER 125: t PER 65 t PER 200 OTHER MALE FEMALE 21 PEOPLE = 21 PEOPLE = 21 PEOPLE _ FlXTS. 1 PER 500 1 SERVICE .168 FlXTS. .32 FlXTS. .1 SINK 0.168 MIN. 0.32 MIN. 0.05 MIN. 0.05 MIN. 0.042 MIN. WATER CLOSETS TOTAL PROVIDED FIXTURES: LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE- 2 MIN. 2 MIN. 2 MIN. 2 MIN. .42 MIN. 1 SERVICESINK SINK WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 2 2 2 2 2 1 SERVICE SINK Issue Date Drawn By Checked By 07/19/18 CC CYS Drawing Number. A201 Project Number. 17291 FINISH SPECIFICATIONS FLOOR FINISHES FINISHES MATERIAL- CARPET MFG: TO BE DETERMINED CPT1 STYLE: TO BE DETERMINED COLOR: TO BE DETERMINED MATERIAL- VINYL COMPOSITE TILE MFG: TO BE DETERMINED QDVCT1 STYLE: TO BE DETERMINED SIZE: 12"x12" BASE FINISHES PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. MATERIAL- VINYL BASE MFG: TO BE DETERMINED V81 COLOR: TO BE DETERMINED STYLE: COVE SIZE: 4" DOORS AND FRAMES CAN BE SEMI—GLOSS FINISH USING SHERWIN WILLIAMS PAINT TO MATCH FIELD COLOR (P1) ALL WAREHOUSE WALLS TO BE PAINTED (P3). GENERAL NOTES: WALL FINISHES ITEM A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN MOUNTING HT. BAR — OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED MATERIAL: PAINT BOBRICK BY ARCHITECT. DO NOT SCALE DRAWINGS. P1 MFG: COLOR: TO BE DETERMINED TO BE DETERMINED B. C. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 34" A.F.F. FINISH: EGGSHELL D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN TOP AT 28" A.F.F. LOCATION: FIELD COLOR ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). T4 MIRROR WITH STAINLESS FRAME E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. BOT. ® 6" ABOVE SINK MATERIAL: MFG: PAINT TO BE DETERMINED F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND P2 COLOR: TO BE DETERMINED GYPSUM BOARD). LAVATORY LEVEL FINISH: EGGSHELL - G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL TOP AT 28" A.F.F. LOCATION: ACCENT COLOR H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL 12' MAX L 3'-B SEMI—RECESSED PAPER TOWEL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT TOP AT 59J¢" A.F.F. MATERIAL: PAINT XXX INDICATES FLOOR FINISH INDICATES WALL FINISH TO XX L/120. - P3 MFG: COLOR: TO BE DETERMINED WHITE J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO TOP AT 51X" A.F.F. REVIEW. FINISH: EGGSHELL K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT LOCATION: WAREHOUSE WALLS THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND MILLWORK FLORIDA BUILDING CODE. - - - L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES A PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING MATERIAL: PLASTIC LAMINATE AS SHOWN. PL -1 MFG: TO BE DETERMINED M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. COLOR: TO BE DETERMINED N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION_ ON EXTERIOR WALL IN ALL REFERENCE INTERIOR ELEVATIONS, -WHERE PROVIDED, FOR ADDITIONAL FINISH LOCATION: COUNTER TOPS CONDITIONED SPACE AS NECESSARY. - 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER MATERIAL- PLASTIC LAMINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. PL -2 MFG: TO BE DETERMINED P. PROVIDE SEALED PENETRATIONS INTO BUILDING ` FOR CABLE, TV & TELEPHONE COORDINATE D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF COLOR: TO BE DETERMINED WITH OWNER. LOCATION: CABINETS Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE Ri RESTROOM SPECIFIED. E. ` ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE UNIFORM TRANSITION. PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. A302 F. ` ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. 0 SCALE: 3/8"=1'-0" 6 S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CONCRETE ELEVATED SLABS ONLY. H. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS - CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUF STANDARDS ACCESSORY SCHEDULE NO. ITEM MANUF. CATALOG # MOUNTING HT. BAR — - O6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT ❑GRAB T1 36" STAINLESS STEEL BOBRICK B-6806 34" A.F.F. ❑GRAB T2 BAR — 42" STAINLESS STEEL BOBRICK B-6806 34" A.F.F. T3 SURFACE MOUNTED MULTI—ROLL BOBRICK B-2888 TOP AT 28" A.F.F. TOILET TISSUE DISPENSER 14 FIRE RISER. T4 MIRROR WITH STAINLESS FRAME BOBRICK B-165-1830 BOT. ® 6" ABOVE SINK T5 LAVATORY MOUNTED SOAP BOBRICK B-822 MOUNTED AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL DISPENSER LAVATORY LEVEL T6 SURFACE MOUNTED SANITARY BOBRICK B-270 TOP AT 28" A.F.F. NAPKIN DISPOSAL THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. T, 12' MAX L 3'-B SEMI—RECESSED PAPER TOWEL BOBRICK B-3942 TOP AT 59J¢" A.F.F. & WASTE RECEPTACLE XXX INDICATES FLOOR FINISH INDICATES WALL FINISH TO XX Ts T8 SURFACE MOUNTED PAPER TOWEL & WASTE RECEPTACLE BOBRICK B-3699 TOP AT 51X" A.F.F. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN - NOTES: 0 REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O4 UPPER AND LOWER CABINETRY. O COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A208C FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY , " NM. MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5-0 ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. ABOVE THE FLOOR. CC O 4'x8'x-" PLYWOOD FIRE—TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. - O6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW.- SEE DETAIL ON SHEET A401. - O NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. - 13 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A2OBC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. T, 12' MAX L 3'-B GENERAL FINISH NOTES: XXX INDICATES FLOOR FINISH INDICATES WALL FINISH TO XX Ts TO BE DETERMINED BE DETERMINED 0 XX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS 0 BE DETERMINED FINISH TO BE DETERMINED A PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING N I INSTALLATION JOINT AND SEAM LAY—OUTS. LOB. REFERENCE INTERIOR ELEVATIONS, -WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. WAx C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER _!LA CABINETS) TO MATCH ADJACENT SURFACE. ENLARGED D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. 7 Ri RESTROOM PLAN E. ` ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. A302 F. ` ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. 0 SCALE: 3/8"=1'-0" 6 G. - GC TO HAVE MOISTURE TESTING DNE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT CONCRETE ELEVATED SLABS ONLY. H. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS - STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. L ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC LATEX SEMI—GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH EXISTING. J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. K. ELECTRICAL DEVICES & COVERS COLOR TO MATCH EXISTING. L. USE EPDXY PAINT ON ALL INTERIOR RESTROOM WALLS TO CREATE A WASHABLE SURFACE. M. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHUST. N. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 0. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT COLOR TO MATCH EXISTING. P. G.C. TO PROVIDE NEW BLINDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME.COLOR AS WALL R. ALL FURNITURE AND WORKSTATIONS BY TENANT. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM . PLAN/ELEVS Revisions: Q4 11/30/18 Owner Rev. Issue Date Drawn By Checked By 07/19/18 CC CM8 Certified By: 0FLS�0 40°°°°°p0 - b� °°° � �°°oo -roc! °°17 0 0 0 •'G s a ao % �Rg_;246 °o C? ° 1 00- ° 'E© A Project Number. 17291 ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 AA26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope_ indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 3 %" 18 GA. STEEL STUDS AT 24' O.C. _ %" TYPE Y GYPSUM WALL BOAR — (6 POINTED FRAMIN SCREW PFD716 24' O.C. MAX. —NEW WALL BASE. SEE FINISH SCHEDUL — NEW FLOOR FINISH. SEE FINISH SCHEDU 5 WALL SECTION - ,\ A401 SCALE: 1"=l'—O" 2 6" GALVANIZED STEEL BOARD NGENERAL NOTES: S PIPE BOLLARD A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN CMS OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. Certified By:OF f4LO, °O° 0 ° o� B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. WITH BROOM FINISH D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN EXTERIOR LOCATIONS ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL- INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING. FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND - FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. cn M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL_ IN ALL Lu CONDITIONED SPACE NECESSARY - 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE o NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL - P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE M WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN A401 CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. c SCALE: 1 "=1'-0" T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. F 0 T.O. PARAPET t12'-0" A.F.F. „ ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 AA26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope_ indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 3 %" 18 GA. STEEL STUDS AT 24' O.C. _ %" TYPE Y GYPSUM WALL BOAR — (6 POINTED FRAMIN SCREW PFD716 24' O.C. MAX. —NEW WALL BASE. SEE FINISH SCHEDUL — NEW FLOOR FINISH. SEE FINISH SCHEDU 5 WALL SECTION - ,\ A401 SCALE: 1"=l'—O" 2 6" GALVANIZED STEEL BOARD Drawn By PIPE BOLLARD 07/19/18 CC CMS Certified By:OF f4LO, °O° 0 ° o� t �o 1" CONCRETE CROWN WITH BROOM FINISH EXTERIOR LOCATIONS G E cn Lu CONCRETE o FOOTING M rT BOLLARD DETAIL A401 c SCALE: 1 "=1'-0" 2 Issue Date Drawing Number. A401 Drawn By Checked By 07/19/18 CC CMS Certified By:OF f4LO, °O° 0 ° o� t �o Issue Date Drawing Number. A401 Drawn By Checked By 07/19/18 CC CMS Project Number. 17291 DOOR AND FRAME SCHEDULE • •• '!ROOMINS ' 1 NAME D SERIES US26D SCHLAGE 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. L-2 , - OFFICE D SERIES US26D SCHLAGE L-3 , STORAGE D SERIES US26D SCHLAGE • L-4 1 • 1ABBREVIATIONS US26D •ST L-5 1 •T D SERIES US26D CPU AM' = STAINED BA = BRONZE ANODIZED: HM = HOLLOW METAL CLA = CLEAR ANODIZED i = WOOD PT = PAINT W = WIRE GLASS PF = PRE -FINISHED• = INSULATED GLASS CC = CLEAR = TEMPERED GLASS PR = PAIR RATE TEMPERED .. 7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI—GLOSS ENAMEL TO MATCH ADJACENT ON WALL COLOR. - w W 11 "60 L47A go I FM 8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE M 0 - ���me®®eoeeeeeo�oe®®oe®veeGLASS OFFICE WALL BY OTHERS RESTROOM����®mm�omm®emmee�ve�®oveve® RAM �p 0 :...O, ���®mmommme®meo�vo®®�voave . ���®mmo®m®e®me®�00®®fie®000 -'i!- ►_ . O.O. O.- '!"©'!�'�^IIA'!�7!'\�'�'11111�7/'�Ji'�'��'�A��/!*���'�7I'��i'�' s �!-M.12, �:W.OM- to = i m— 0V SO!i AprOM � "iii u OM,MEu��u7:i���♦�!'u�♦i♦ ♦ ♦ ♦ ♦ ♦ ♦ 173 ♦ ♦ ♦ ♦ � .: ���®mmo®m®e®me0�00®®000®d �'+''--.:�:...:.:•,,,����1�W Wir4�i`IWI�r�Wi���r���lri�i��`■�ill� �110 - RESTROOM ®113 -OFFICE���®mm0®m®e®mee�00®®000000 ® ���mmmammme®mea�a®®®aaaaa® � ���®mm®mmme®meo�aa®®ove000 ® a®®eeeoeeeeeee0®voavevoovai ,„• USED � ���®mmommme®me®mmo®®®aa®oo� ,,, . "0WAREHOUSE f, 1 :2000 A ' O ,., � ,., WAREHOUSE .. .. �i��mme0eeme®®e®000000000�■A P.M ME 107 - OFFICE �ii��mme0eeme®®eo000oB®®O®d® ���imme0eeme®®e®00000000000 P.M! 112 -OFFICE ��e�mme®e®me®meveo-®o�veoo■� ���Imme®®eme®®e®00®®®0®000 HOLLOW METAL DOOR FRAME - J2 V -0 - HOLLOW o METAL FRAME - F5 N 1 Ln 0 I N GENERAL- NOTES: A. ALL DIMENSIONS ARE ROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN ACS OTHERWISE. - ANY 0 DIMENSIONS ALE SHOWN OR _DEEMED QUESTIONABLE- ARE TO BE VERIFIED CONSTRUCTION RUCTION B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED_ ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Project: Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, AND SANDED SMOOTH INNEW FINISHES. S. NEW MECHANICALERTU LOCATED ON THE ROOFPION WILL NOTT BEFOR VISIBLE FROM THE STREET. IN AEROLANE CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. BUILDING T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. NEW HARDWARE SCHEDULE CONSTRUCTION HINGES f PIVOTS 600 AERO & 630 LANE DES. QTY. TYPE MODEL # FINISH BRAND B-1 3/LEAF HINGES FBB179 US26D STANLEY $ANFO' f FLORIDA, 32M LATCH—FUNCTION DES. QTY. TYPE MODEL # FINISH BRAND L-1 1 PASSAGE—NON LOCKING D SERIES US26D SCHLAGE 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. L-2 , - OFFICE D SERIES US26D SCHLAGE L-3 , STORAGE D SERIES US26D SCHLAGE L-4 1 PRIVACY D SERIES US26D SCHLAGE L-5 1 CLASSROOM D SERIES US26D CPU AM' L-6 1 RIM CYLINDER W/ THUMB TURN D SERIES US26D SCHLAGE STOP DES. QTY. TYPE ` MODEL # FINISH = BRAND S-1 1/LEAF FLOOR STOP 3310 US26D DCI CLOSER DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE MTD. CLOSER.-. 7700 US26D NORTON MISCELLANEOUS ® DES. QTY. TYPE MODEL # FINISH BRAND o Oo M-1 1/LEAF KICK PLATE 8"x34" US32D HIAWATHA M-2 1 SINGLE CYLINDER DEADBOLT US26D SCHLAGE N z NFl WEATHER STRIP M I I "' " I DES. QTY. TYPE MODEL # FINISH BRAND N to N Z Z N W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. AND THRESHOLD s• s• PUSH PULL MIN DES. QTY. TYPE MODEL # FINISH BRAND P-1 1 PUSH PLATE 30S26D HAGER DRINKING FOUNTAIN DETAIL PULL HANDLE 30E 260 HALER SCALE: 1/2"=,'-o"MMEM 4 DOOR SCHEDULE - NOTES: 1. PROVIDE NEW MEDIUM GRADE ADA LEVER HARDWARE TO MATCH STANLEY TRIM PROFILE_ 16D - 5'-2. BRUSHED CHROME FINISH. I` sEE s SES E scHED. k 2. COORDINATE KEYING LOCK SETS WITH TENANT. W / J / / 8 U N \ N SUBSTITUTED AT OWNERS REQUEST. 9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. \ \ B \ 10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES. D D ^11 SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NFPA 101 7.2.1.6.2 AND F6 L FLORIDA BUILDING CODE 1008.1.3.4 FOR ACCESS—CONTROLLED DOORS. IF REQUESTED, SECURITY V VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: A. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON 10 max (a) Ir >.10-24 max (b) DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TO THE SENSOR B. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS DOORS SHALL . AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL C. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. D. THE MANUAL RELEASE DEVICE SPECIFIED ABOVE SHALL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT. E. WHEN OPERATED, THE MANUAL RELEASE DEVISE SHALL RESULT IN DIRECT INTERRUPTION OF THE 5 max t POWER TO THE LOCK - INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. 6 max E F. ACTIVATION OF THE BUILDING FIRE -PROTECTION SIGNALING SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. G. THE ACTIVATION OF MANUAL FIRE ALARM BOXES THAT ACTIVATE THE BUILDING FIRE PROTECTIVE M E N SIGNALING SYSTEM SPECIFIED IN #6 ABOVE SHALL NOT BE REQUIRED TO UNLOCK THE DOORS. rn N H. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, NOT IN SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL 48 min REMAIN PICTOGRAM I. ENTRANCE NDOORS IN THIS LOCKED UNTIL TBUILDI G SHALL NOT BHE FIRE—PROTECTIVE IENSECURED FROM ALING SYSTEM HTHE EGRESS BEEN MANUALLY DURING FIELD PERIODS THAT THE BUILDING IS OPEN. Issue Date Drawn By Checked By 07/19/18 CC CM3 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. / 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. / 5. VERIFY SECURITY HARDWARE WITH TENANT. / 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL W 7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI—GLOSS ENAMEL TO MATCH ADJACENT WALL COLOR. - w W 8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE W / J / / 8 U N \ N SUBSTITUTED AT OWNERS REQUEST. 9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. \ \ B \ 10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES. D D ^11 SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NFPA 101 7.2.1.6.2 AND F6 L FLORIDA BUILDING CODE 1008.1.3.4 FOR ACCESS—CONTROLLED DOORS. IF REQUESTED, SECURITY V VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: A. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON 10 max (a) Ir >.10-24 max (b) DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TO THE SENSOR B. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS DOORS SHALL . AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL C. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. D. THE MANUAL RELEASE DEVICE SPECIFIED ABOVE SHALL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT. E. WHEN OPERATED, THE MANUAL RELEASE DEVISE SHALL RESULT IN DIRECT INTERRUPTION OF THE 5 max t POWER TO THE LOCK - INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. 6 max E F. ACTIVATION OF THE BUILDING FIRE -PROTECTION SIGNALING SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. G. THE ACTIVATION OF MANUAL FIRE ALARM BOXES THAT ACTIVATE THE BUILDING FIRE PROTECTIVE M E N SIGNALING SYSTEM SPECIFIED IN #6 ABOVE SHALL NOT BE REQUIRED TO UNLOCK THE DOORS. rn N H. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, NOT IN SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL 48 min REMAIN PICTOGRAM I. ENTRANCE NDOORS IN THIS LOCKED UNTIL TBUILDI G SHALL NOT BHE FIRE—PROTECTIVE IENSECURED FROM ALING SYSTEM HTHE EGRESS BEEN MANUALLY DURING FIELD PERIODS THAT THE BUILDING IS OPEN. Issue Date Drawn By Checked By 07/19/18 CC CM3 EXHAUST= & SUPPLY FAN SCHEDULE MARK AHU-1/CU-1 AHU-2/CU-2 E.S.P. IN FAN MOTOR DATA 4 _ 4 TOTAL COOLING CAP (MBH: @ ARI) - 48.0 48.0 MARK SPACE CFM INCHES RPM TYPE OF MAKE MODEL DRIVE REMARKS 1740 1700 2105 _ SERVED 170 H2O EXTERNAL STATIC PRESS, (IN.WTR,) HP/WATTS RPM VOLTS/PH FAN ALUMINUM HP = 3/4 3/4 EF -1 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -1390 DIRECT 1 THRU 3 EF -2 RESTROOM 75 0.25 700_ 54W 700 115/1 __ CENTRIFUGAL GREENHECK SP -890 DIRECT 1 THRU 3 EF -3 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -1390 DIRECT 1 THRU 3 EF -4 MECHANICAL ROOM 50 0.25 700. 54W _ 700 115/1 CENTRIFUGAL GREENHECK SP -1390 DIRECT 2 THRU 4 _EF -5 RESTROOM 75 0.25 700- 54W 700 115/1 CENTRIFUGAL GREENHECK SP -690 DIRECT 1 THRU 3 REMARKS: 1. PROVIDE FANS WITH TIME CLOCK CONTROL.- FANS TO RUN CONTINUOUSLY 3. PROVIDE FANS WITH BACK -DRAFT DAMPERS. DURING SCHEDULED BUSINESS HOURS. 4. PROVIDE FAN WITH LINE VOLTAGE THERMOSTAT. FAN TO ENERGIZE SHOULD 2. PROVIDE FANS WITH MOUNTED DISCONNECT. SPACE TEMPERATURE EXCEED 85'17. SPLIT SYSTEM AIR CONDITIONER SCH ULE MARK AHU-1/CU-1 AHU-2/CU-2 AHU-3/CU-3 TONNAGE - 4 - 4 _ 4 TOTAL COOLING CAP (MBH: @ ARI) - 48.0 48.0 48.0 SENSIBLE COOLING CAP: (MBH @ ARI) 29.2 29.2 29,2 AHU CONFIGURATION _ ALUMINUM 1 HORIZONTAL SUPPLY AIR (CFM) 1740 1700 2105 OUTSIDE AIR (CFM) - 175 170 210 EXTERNAL STATIC PRESS, (IN.WTR,) CEILING EXHAUST WHITE ALUMINUM HP = 3/4 3/4 3/4 EVAPORATOR FAN VOLT/O 208/1 208/1 208/1 Z CEILING SUPPLY FLA 6,8 ' 6.8 6.8 2 F TITUS/50F CEILING RETURN WHITE ALUMINUM 2 NOTES+ 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 2, 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS, 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4. TRANSITI❑N ROUND FLEXIBLE ❑R RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. REMARKS: 1. 24x24 LAY -IN 2. 12x12 LAY -IN 3, SINGLE SLOT, 48' C3 KW 2.88 2.88 2,88 0 a VOLT/O 208/1 208/1 208/1 ELECTRIC HEAT MOCP 30 30 30 WEIGHT POUNDS 174 174 174 NUMBER 1 1 1 VOLT/0 208/1 208/1 208/1 COMPRESSORS RLA/LRA (EA) 21.8/117 21.8/117 1 21,8/117 z NUMBER 1 1 1 VOLT/O 208/1 208/1 208/1 E3 CONDENSER, FAN A FLA (EA) 1/5 1/5 1/5 C3 MCA 28 - 28 28 POWER MOCP 45 45 45 WEIGHT POUNDS 197 197 197 AREA SERVED - - - - MANUFACTURER AHU/CU - TRANE TRANE TRANE MODEL# CU/AHU 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 MINIMUM EER/HSPF 11 11 - 11 REMARKS NOTES' 1. ` EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HEATER LOSSES, 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 4.- ` PROVIDE V THROWAWAY FILTERS. 5. PROVIDE HEATING/CO❑LING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME. NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT. 6. PROVIDE.5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING, 7. PROVIDE WITH AHU FACTORY INSTALLED CIRCUIT BREAKER. REMARKS 1. PROVIDE SMOKE DETECTOR IN SUPPLY DUCT. SMOKE DETECTOR SHALL OPERATE PER SECTIONS 606.4 AND 606.4.1 OF THE 2017 FMC i MECHANICAL PLAN 0SCALE: 1/8"=1'-0" 16 MECHANICAL GENERAL NOTES: 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL _ c ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE. , 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT OBSTRUCT EQUIPMENT SERVICE CLEARANCES. 4. COORDINATE WORK WITH ALL TRADES INCLUDING,' BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER SYSTEMS,` PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING i AND NEW WORK. 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON-CRITICAL TIMES. ------- 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA AND AT AN ACCESSIBLE HEIGHT ABOVE THE CEILING. i 7. ALL NEW DUCTWORK SHALL BE 1 1/2" ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED GALVANIZED STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED i I WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB 0 AND MASTIC JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FLEXIBLE 2 DUCTWORK SHALL BE CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL` HAVE A - MAXIMUM FLAME SPREAD = 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS. 8. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. I 9. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE E CONNECTED. 10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES. I 11. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. 14. ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO. G THIS LAYER SHALL EXTEND 24' FROM AND SHALL SKIRT THE ENTIRE CURB. 15. ALL MECHANICAL ROOF CURBS WIDER THAN 18' SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE TO FACILITATE PROPER DRAINAGE/RUNOFF. 16. ALL ROOFING WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR THAT HAS BEEN PROPERLY TRAINED BY THE ROOFING MANUFACTURER. it 17. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS. PLAN KEY NOTES: p I 1. UNDERCUT DOOR 1/2" AFF. 2. REFER TO DETAIL #6/M400 FOR THRU WALL PENETRATION DETAIL �I i . 0 CU -1 CU -2 1 K 4 ARCHITECTURE 135 West Central Blvd., Suite 400 Orlando, Florida 32801 TEL• 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFOFLORIDA, On Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design _ concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: 2 8 27 28 OWNER REVISION 4 11/19/28 OWNER REVISION Issue Date GRILLE AND DIFFUSER SCHEDULE 7/19/18 MARK MANUFACTURER/MODEL MOUNTING COLOR MATERIAL REMARKS A TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 1 B TITUS/50F CEILING RETURN WHITE ALUMINUM 1 C TITUS/50F CEILING EXHAUST WHITE ALUMINUM 2 D FL -10 WALL MOUNTED WHITE ALUMINUM 3 E TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 2 F TITUS/50F CEILING RETURN WHITE ALUMINUM 2 NOTES+ 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 2, 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS, 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4. TRANSITI❑N ROUND FLEXIBLE ❑R RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. REMARKS: 1. 24x24 LAY -IN 2. 12x12 LAY -IN 3, SINGLE SLOT, 48' i MECHANICAL PLAN 0SCALE: 1/8"=1'-0" 16 MECHANICAL GENERAL NOTES: 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL _ c ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE. , 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT OBSTRUCT EQUIPMENT SERVICE CLEARANCES. 4. COORDINATE WORK WITH ALL TRADES INCLUDING,' BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER SYSTEMS,` PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING i AND NEW WORK. 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON-CRITICAL TIMES. ------- 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA AND AT AN ACCESSIBLE HEIGHT ABOVE THE CEILING. i 7. ALL NEW DUCTWORK SHALL BE 1 1/2" ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED GALVANIZED STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED i I WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB 0 AND MASTIC JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FLEXIBLE 2 DUCTWORK SHALL BE CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL` HAVE A - MAXIMUM FLAME SPREAD = 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS. 8. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. I 9. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE E CONNECTED. 10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES. I 11. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. 14. ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO. G THIS LAYER SHALL EXTEND 24' FROM AND SHALL SKIRT THE ENTIRE CURB. 15. ALL MECHANICAL ROOF CURBS WIDER THAN 18' SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE TO FACILITATE PROPER DRAINAGE/RUNOFF. 16. ALL ROOFING WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR THAT HAS BEEN PROPERLY TRAINED BY THE ROOFING MANUFACTURER. it 17. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS. PLAN KEY NOTES: p I 1. UNDERCUT DOOR 1/2" AFF. 2. REFER TO DETAIL #6/M400 FOR THRU WALL PENETRATION DETAIL �I i . 0 CU -1 CU -2 1 K 4 ARCHITECTURE 135 West Central Blvd., Suite 400 Orlando, Florida 32801 TEL• 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFOFLORIDA, On Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design _ concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: 2 8 27 28 OWNER REVISION 4 11/19/28 OWNER REVISION Issue Date Drawn By Checked By 7/19/18 CEL ELK Project Number. 17291 PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA. 3 PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING ^ CODE AND 2017 FLORIDA PLUMBING CODE. 1 /'1 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF i FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. i 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. 7. NEW VENT AND WASTE PIPING SHALL BE PVC DW OR CAST IRON. NEW CW AND HW LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED WITH 1' R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. ; 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8" PER FOOT OF RUN, AND 2-1/2" PIPE AND --� SMALLER A MINIMUM 1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS,BACKFLOW ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. 10. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL- CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS E SERVING EQUIPMENT,` AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND APPROVED BACKFLOW PREVENTER. 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). PLAN KEY NOTES: p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. G 2. NEW 4" SANITARY. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. — I ARCHITECTURE 135 West Central Blvd., Suite 400 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in - terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomonce and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. II n Revisions: II Issue Date Drawn By Checked By 7/19/18 CEL ELK _UL Certified By: , PLUMBING GENERAL: NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA. 17 -------------------�--- 3 PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT All ALL UUNNtUlIUM btlWttN UlnIMILAK MUALJ. mw r 'INU IU M MiULAItU C WITH 1' R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING - 3" PIPE & LARGER A MINIMUM OF 1/8' PER FOOT OF RUN, AND 2-1/2" PIPE AND SMALLER A MINIMUM ,1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. 10. CONTRACTOR SHALL ROUGH–IN ALL WASTES AND SUPPLIES TO ' ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES E _ AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY, EQUIPPED WITH < A SITE INSTALLED AND LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL 7/19/18 APPROVED BACKFLOW PREVENTER. FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN — — A PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. OBSTRUCTIONS,- AND ROUTE PIPING TO AVOID INTERFERENCES. 16.; G 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH _ PLAN KEY NOTES: p ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. CODE AND 2017 FLORIDA PLUMBING CODE. NEW 6" SANITARY. 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. FIXTURES WITH QUICK -CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. PER PDI STANDARDS. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE–CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW LINES SHALL RF CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIEL FCTRIC UNIONS All ALL UUNNtUlIUM btlWttN UlnIMILAK MUALJ. mw r 'INU IU M MiULAItU C WITH 1' R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING - 3" PIPE & LARGER A MINIMUM OF 1/8' PER FOOT OF RUN, AND 2-1/2" PIPE AND SMALLER A MINIMUM ,1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. 10. CONTRACTOR SHALL ROUGH–IN ALL WASTES AND SUPPLIES TO ' ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES E _ AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY, EQUIPPED WITH < A SITE INSTALLED AND Checked By 7/19/18 APPROVED BACKFLOW PREVENTER. ELK 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. 16.; G REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). PLAN KEY NOTES: p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. 2. NEW 6" SANITARY. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. I K Revisions: 2 8/27/28 OWNER REVISION 4 11/19/28 OWNER REVISION Issue Date Drawn By Checked By 7/19/18 CEL ELK 11 i41WASTE: AND VENT RISER i 31DOMESTIC WATER RISER PZOO SCALE: N.T.S.PZOO SCALE: N.T.S. MECLOCK I. C. ENERGY CODE. OCELL CONTROLLED IRCUIT LIGHTING FIXTURE SCHEDULE TYREAl IPS DESCRIPTION WATTS MANUFACTURER / CATALOG NUMBER SEE NO TYPE NOTE A2 LED RECESSED INDIRECT 36 COLUMBIA LCAT24-40—LW—G 1.2 (EM) 4000K CENTER BASKET "EM" = 1100 LUMEN BODIN D "D" = 0-10V DIMMING B4(EM) LED LOW BAY 112 COLUMBIA LWS-40—HL—W—SFA 1 4000K W OCCUPANCY SENSOR "EM"= 1100 LUMEN BODINE C(EM) LED RECESSED DOWN LIGHT 14 PRESCOLITE LC4SLDM—RLCSL14L4OK8 1 4000K "EM"= 300 LUMEN BODINE CWP LED RECESSED DOWN LIGHT 14 PRESCOLITE SIMILAR TO TYPE C. 1 4000K EXCEPT DAMP LOCATION D LED CUTOFF WALLPACK 14 SPAULDING LMC-30LU-4K-3-035 —PC 1 4000K W PHOTOCELL COLOR T.B.D. EX LED UNIVERSAL EXIT SIGN 3 DUAL LITE EVC SERIES 1 W AIMABLE LAMP HEADS F 2 F32T8 STRIP LIGHT 24 GENERIC GENERIC 1 4000K NOTES: 1. FIXTURE IS CONSIDERED GENERIC. 2. LUMEN PACKAGE APPROXIMATELY EQUAL TO TWO F32T8 LAMPS. ALEX PIPER P.E. CONSULTING ENGINEER FL # 42697 - POWER • LIGHTING • SYSTEMS • DATA VOICE: 407-376-5648 100 Wflz Fern Dr. FAx : 866-357-3523 L ONGWOOD, FL 32779 Aum P IPER PEOGMAIL.COI[ ACS CONSTRUCTION Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO &630 LANE SANFORD, FLORIDA, 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: LIGHTING PLAN Rerlelons: QOWNER CHANGES 8/18/18 OWNER REVISION. 11/30/18 Issue Date Drawn By Checked By 7/19/18 PIPER PIPER Certified By: SSOb CO z; o . oar F Drawing Number: E201 Project Numbw. 17291 I • �` \, _ . .wmnsk . a'� ,:''�-�`.. •.�.-...�..,- ,.ez,a:�. P.Y�.�-,'�..._�`.��.a.., a ..,�,x�, __ �.,....P ,,_�'-�,.r. OFFICE 116 PROJECT SQUARE FOOTAGE: 4 11-30-18 BUSINESS (B) 07-19-18 TOTAL STORAGE S.F............................................... _ 10,420 S(l. FT. TOTAL BUSINESS S.F................................... = 4,611 SO. FT. TOTAL BUILDING S.F............................................... _ 15,031 SQ. FT. CONSTRUCTION TYPE: 07-19-18 TYPE IIB - (SPRINKLERED) 2 08-27-18 OCCUPANCY: 4 11-30-18 S-1, B - BUSINESS PER FLORIDA BUILDING CODE, SIXTH EDITION (2017) NO SEPARATION REQUIRED PER SECTION 508.3.3. AND 4 11-30-18 TABLE 508.4 OCCUPANCY SEPARATION. 4 11-30-18 APPLICABLE BUILDING CODES: ELECTRICAL SITE PLAN, ONE LINE DIAGRAM PHOTOMETRIC SITE PLAN LIGHTING PLAN POWER PLAN • FLORIDA BUILDING CODE, SIXTH EDITION 12017) METAL BUILDING - • FLORIDA ENERGY CODE, SIXTH EDITION (2017) • FLORIDA MECHANICAL CODE, SIXTH EDITION (2017) • FLORIDA PLUMBING CODE, SIXTH EDITION (2017) • EXISTING BLDG. FLORIDA BUILDING CODE, SIXTH EDITION (2017) • FLORIDA ACCESSIBILITY CODE, SIXTH EDITION (2017) • FLORIDA FIRE PREVENTION CODE, SIXTH EDITION • 2014 NATIONAL ELECTRIC CODE - • NFPA 101 LIFE SAFETY CODE, 2015 EDITION • 2013 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS MUNICIPALITY: SEMINOLE PARCEL ID #: 26-19-30-5AE-7408-0000 PROPERTY DESCRIPTION: THE SOUTH 226.00 FEET OF BLOCK 14, M.M. SMITH'S SUBDIVION, ACCORDING TO THE PLAT THEROF AS RCORDED IN PLAT BOOK 1, PAGE 55, OF THE PUBLIC RECORD OF SEMINOLE COUNTY, FLORIDA, LESS THE EAST 20.00 FEET THEREOF FOR AERO LANE. NOTES: ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. PROJECT NO.: 17291 DATE: JULY 19, 2018 ARCHITECTURAL ! 4 11-30-18 07-19-18 • 4 11-30-18 S001 S002 S101 S201 4 11-30-18 s 4 11-30-18 4 1 11 -3o -1a 2 1 08-27-18 1 07-19-18 MECHANICAL PLAN & SCHEDULES MECHANICAL DETAILS - 2 08-27-18 J• • 4 11-30-18 s 4 11-30-18 s 4 11-30-18 2 08-27-18 07-19-18 • 4 11-30-18 • 4 11-30-18 COVER SHEET A100 ARCHITECTURAL SITE PLAN A101 LIFE SAFETY PLAN A200 OVERALL FLOOR PLAN A201 BUILDING FLOOR PLAN & REFLECTED CEILING PLAN A202 ROOF PLAN A301 EXTERIOR ELEVATIONS A302 ENLARGED RESTROOM PLAN/ELEVS & BREAK ROOM PLAN/ELEVS A303 DUMPSTER ENCLOSURE DETAILS A401 WALL SECTIONS A501 SCHEDULES, ELEVATIONS AND DETAILS e■� mm�s e■ mm� Mm� Mm� ■■ ■■ ■ate Mm� m■� Mm� ME ■■� M■ M■� Me E■ mm� COVER SHEET GENERAL NOTES SHEETI ANCHOR BOLT PLAN SHEET2 ANCHOR BOLT PLAN SHEET3 -ANCHOR BOLT DETAILS & REACTIONS SHEET4 MAIN FRAME ELEVATION SHEET5 MAIN FRAME ELEVATION SHEET6 FASTENER DETAILS SHEET7 ROOF FRAMING SHEET8 ROOF SHEETING SHEET9 SIDEWALL FRAMING SHEET10 SIDEWALL FRAMING SHEET11 SIDEWALL FRAMING SHEEN 2 SIDEWALL FRAMING SHEETI3 ENDWALL FRAMING SHEEN 4 ENDWALL FRAMING SHEEN 5 ENDWALL FRAMING SHEEN 6 ENDWALL FRAMING SHEET17 FASTENER DETAILS NOTES: 1. ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. 2. SEE SHEET A101 FOR LIFE SAFETY AND PLUMBING FIXTURE CALCULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY - COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME _ VEORD BBILDiNO DIV1510�J SYSTEM AND WITH THE SYSTEM ITSELF. A. PERINA!T ISSUED SHALL BE CONSTRUED TO BE A LiCEI TO PROCEED WITH THE WORK AND NOT AS REVISIONS: Al ;ICI I; 701�i0LAiE, CANCEL, ALTER OR SET ASIDE ANY OF AL PROVISIONSOFPERMIT REVS CJD-- v�1*Z SHALL ISSUANCE OF A PERMIT PREVENT Q 08/14/18 City Comment Revision ,; R iLiliiJG OFFICIAL F1?O!U THEREAFTER OFFICE - - RE0u;p•P'' A CORRECTION OF ERiRORS IN PLANS, L-3ti3T-;UC J:. VICLATtONS OF THIS CODE Q2 08/27/17 Owner Comment_ Revision Q3 9/04/18 Owner Comment Revision Q4 11/30/18 Owner Change Revision PERMIT 0 22— DEC 2— DEC 17 2018 FIRE SPRINKLER PERMITTED SEPARATELY 0 STRUCTURAL o7 -1s-18 o7 -1s-18 07 -1s -1s 07-19-18 S001 S002 S101 S201 -STRUCTURAL NOTES AND WIND PRESSURES DUMPSTER DETAILS FOUNDATION PLAN STRUCTURAL DETAILS MECHANICAL 4 1 11 -3o -1a 2 1 08-27-18 1 M200 M400 MECHANICAL PLAN & SCHEDULES MECHANICAL DETAILS - PLUMBING s 4 11-30-18 s 4 11-30-18 2 08-27-18 P100 P200 P400 OVERALL PLUMBING PLAN PLUMBING PLANS & ISOMETRICS PLUMBING SCHEDULES AND DETAILS ELECTRICAL 2 08-27-18 2 08-27-18 • 4 11-30-18 s 4 11-30-18 E101 E102 E201 E202 ELECTRICAL SITE PLAN, ONE LINE DIAGRAM PHOTOMETRIC SITE PLAN LIGHTING PLAN POWER PLAN VULCAN - METAL BUILDING - e■� mm�s e■ mm� Mm� Mm� ■■ ■■ ■ate Mm� m■� Mm� ME ■■� M■ M■� Me E■ mm� COVER SHEET GENERAL NOTES SHEETI ANCHOR BOLT PLAN SHEET2 ANCHOR BOLT PLAN SHEET3 -ANCHOR BOLT DETAILS & REACTIONS SHEET4 MAIN FRAME ELEVATION SHEET5 MAIN FRAME ELEVATION SHEET6 FASTENER DETAILS SHEET7 ROOF FRAMING SHEET8 ROOF SHEETING SHEET9 SIDEWALL FRAMING SHEET10 SIDEWALL FRAMING SHEET11 SIDEWALL FRAMING SHEEN 2 SIDEWALL FRAMING SHEETI3 ENDWALL FRAMING SHEEN 4 ENDWALL FRAMING SHEEN 5 ENDWALL FRAMING SHEEN 6 ENDWALL FRAMING SHEET17 FASTENER DETAILS NOTES: 1. ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. 2. SEE SHEET A101 FOR LIFE SAFETY AND PLUMBING FIXTURE CALCULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY - COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME _ VEORD BBILDiNO DIV1510�J SYSTEM AND WITH THE SYSTEM ITSELF. A. PERINA!T ISSUED SHALL BE CONSTRUED TO BE A LiCEI TO PROCEED WITH THE WORK AND NOT AS REVISIONS: Al ;ICI I; 701�i0LAiE, CANCEL, ALTER OR SET ASIDE ANY OF AL PROVISIONSOFPERMIT REVS CJD-- v�1*Z SHALL ISSUANCE OF A PERMIT PREVENT Q 08/14/18 City Comment Revision ,; R iLiliiJG OFFICIAL F1?O!U THEREAFTER OFFICE - - RE0u;p•P'' A CORRECTION OF ERiRORS IN PLANS, L-3ti3T-;UC J:. VICLATtONS OF THIS CODE Q2 08/27/17 Owner Comment_ Revision Q3 9/04/18 Owner Comment Revision Q4 11/30/18 Owner Change Revision PERMIT 0 22— DEC 2— DEC 17 2018 FIRE SPRINKLER PERMITTED SEPARATELY 0 3 4 FLOOR PLAN N A101 U SCALE: 1 /8"=1'-0" 16 GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. 0 F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. K PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. OFFICE — F1_1 6-1 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54 A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A208C FOR EMERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. Oj 4'x8'xY4" PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. ®6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. 90 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EXTINGUISHER TO HAVE MIN. RATING OF 4A2013C FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL13 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE OF THE TRIBUTARY GUTTER. TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 14 FIRE RISER. Scope Drawings: - - These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work - required for full perfomance and - completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of -the work. Issue Date BY ARCHITECT. DO NOT SCALE DRAWINGS. 6 B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). — PRE—ENGINEERED ALUMINUM CANOPY E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. -CLEAR ANODIZED WITH INTERNAL GUTTER F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND AND FLAT SOFFIT PANEL ENGINEERED AND GYPSUM BOARD). PERMITTED BY OTHERS. G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL — — H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT I L/120. ^ J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO !1 REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. I L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES I AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. ` '� PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL - I CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. I P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE — - —► PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN C CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. WALL TYPES: NOTES: EXISTING CONSTRUCTION TO REMAIN NEW WALL PARTITION 1. ALL WALLS TO EXTEND 10'-0" A.F.F.,- UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR I POWER—DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %" TYPE S PAN HEAD SCREWS ON BOTH SIDES OF STUD FLANGE. C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY'—TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM G SPACING OF 48" OR LESS TO MATCH CEILING GRID. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA W1 AN 25 GA. METAL STUDS ® 24" O.C. WITH GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. I W2 3%" 25 GA. METAL STUDS 0 24" O.C. WITH %" GYP. — BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL SEE SEE 2/A401. - W3 6" 18 GAUGE STEEL STUDS ® 24" O.C. WITH AN ALLOWABLE _ DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF _ -- (1) LAYER W GYPSUM WALL BOARD TYPE "C" ON BOTH SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION IN EACH STUD CAVITY. SEE 3/A401. W4" _ 3%" 25 GA. METAL STUDS ® 24" O.C. W/ GYPSUM BOARD ONE SIDE AND R-13 BATT INSULATION PLUS 20 R-4.5 CONTINUOUS INSULATION. LOCATED %- OFF EXTERIOR WALL NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. 0 F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. K PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. OFFICE — F1_1 6-1 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54 A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A208C FOR EMERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. Oj 4'x8'xY4" PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. ®6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. 90 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EXTINGUISHER TO HAVE MIN. RATING OF 4A2013C FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL13 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE OF THE TRIBUTARY GUTTER. TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 14 FIRE RISER. Scope Drawings: - - These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work - required for full perfomance and - completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of -the work. Issue Date Drawn By Checked By 07/19/18 CC US Certified By: -�� °F° o °°a Como'°o ° STRiq° ° i :— 8 ° AR91 4fLj oo (/30/2018 °oal�j L©A i --- -- - - - - - - - - - 1 1\L-LI\VII\LLI\LV IFIL Irv_ CANOPY BY OTHERS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND -Ili, 8 8 8 8 8 8 8 GYPSUM BOARD). 13 " " — — — — — — — — — — — — — ' — G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. 6'-6" 12'-0" 13'L0" 12'-0" 13'L0" 12'-0" 8'-0" I 12 -0 6 -2 111-8 16'-0" 3'- + H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL - I I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT I - A _ L/120. — — — — — — — — — — — — — — — — — — — — — — — J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO o I _ REVIEW. AO OA A A fl I K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT O O O THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILMES ACT AND 13 13 13 13 FLORIDA BUILDING CODE. I I L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES - PRE-ENGINEERED METAL AS SHOWN. PRE -FABRICATED METAL PRE -FABRICATED METAL - CANOPY BY OTHERS. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. PRE FABRICATED METAL I BUILDING BY OTHERS BUILDING - BY OTHERS BUILDING - BY OTHERS CONFERENCE _ ( N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL ROOM RECEPTION CONDITIONED SPACE AS NECESSARY. 101 100 I 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE 11 1 1 NUMBER, TYPE ^& LOCATION ^REQUIRED ^PER CODE AND CONFIRMWITHLOCAL FIRE MARSHALL 1 � - II I 11 I I I 1 I— 1I IFnI IC II.I 1111/\.III II 111 11 1 1 f 1I l 1 I I e___'l ...rte.. 111 \ a I - - ...— —_.. _... _. ,.._ _.....__._.._.. _ _ __ .._. _ __ .. .. ... . 11 13 I STORAGE _. 02 Issue Date Drawn By Checked By 07/19/18 CC CMS - GENERAL NOTES: _ WALL TYPES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN NOTES: OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED EXISTING CONSTRUCTION TO REMAIN BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. NEW WALL PARTITION C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 1. ALL WALLS TO EXTEND 10'-0" A.F.F., UNLESS OTHERWISE NOTED. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). 2• PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS - 5 6 4 5 6 F. -APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (LE. STOREFRONT AND FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE GYPSUM_ BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. LESS THAN THE FOLLOWING: - PRE-ENGINEERED METAL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE - PRE-ENGINEERED METAL FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT CANOPY BY OTHERS. CANOPY BY OTHERS. POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM L/120, EACH END. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE �" TYPE S PAN HEAD SCREWS ---� - ` REVIEW. 1`-0" � r----------- --+ --' � CEILING HEIGHT � - - - - - - - - - - - ON BOTH SIDES OF STUD FLANGE. - LEV. +10'-0" ( K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT _ 9 _ F 16t -Ow � " C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE 12'-0* 69-20 49-00 6' -8 16 -0 -7 I I I THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND o I I FLORIDA BUILDING CODE. FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR _ _ _" - - - � _ _ --- - I A = - - - ° _ _ --- - I A L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLA11ON OF NEW FLOOR FINISHES SCREWS INTO CHANNELS, SPLINES, "T` RUNNERS, OR OTHER MEMBERS AT A MAXIMUM - ." ". - .: ." l AS SHOWN. _ SPACING OF 48" OR LESS TO MATCH CEILING GRID. FIRE 1000 W2 0 _ ;� ( O" M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. RISER I N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. f 1000 1'_3J GLASS WALL 1'-0 I I CONDITIONED SPACE AS NECESSARY. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA. 1 _ 3 BY OTHERS. C co ' D I 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE t4 3'-3"W D :. I NUMBER, TYPE &LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL W1 3" 25 GA METAL STUDS 0 24" O.C. WITH _ - � 10 = P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. "� �- CONFERENCE o I 0-- .. O- .- ` q I WITH OWNER. RECEPTION ' i I CEILING. HEIGHT. :: I _ _ ROOM Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNERS DIRECTION, UNLESS OTHERWISE W2 3 25 GA. METAL STUDS 0 24 O.C. WITH GYP. N W3 101 N 100 N ( OPEN TO DECK SPECIFIED. - BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL - i I _ :. E SEE SEE 2/A401. R. ALL WALLS SCHEDULED TO REMAIN (LE. CORE WALLS, AND DEMISING WALLS) SHALL B I p PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 13'-3" 20'-11" I - - -- - - � - S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN W3 6" 18 GAUGE STEEL STUDS 0 24' O.C. WITH AN ALLOWABLE _ 4 I ( CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. O O - O DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF - " -- T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST A302 W4 •. -BULK HEAD HEIGHT - � - I (1) LAYER %" GYPSUM WALL BOARD TYPE "C" ON BOTH � „ BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. - 4 -�� -� D ELEV. f9 -10 - : - - -� SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION :... IN EACH STUD CAVITY. SEE 3/A401. 106 3 W - „4 3 - - PLAN NOTES: CEILING HEIGHT o 14'-8 I RE M HALLWAY o U. +9 -o s W4 03 I 115 OFFICE 5) I _� Q4 s" I O REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. - 3!fi" 25 GA. METAL STUDS 0 24" O.C. W/ GYPSUM 114 1 6" I BOARD ONE SIDE AND R-13 BATT INSULATION PLUS 120 3 I L01 6 m N I 2 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. R-4.5 CONTINUOUS INSULATION. LOCATED" OFFT7 O EXTERIOR WALL '� W I 3 i W4 0 O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. -- OFFICE W3 R00 W2 i CEILING HEIGHT JN o'o W2 120 iv 04 cO D ELEV. +10'-0" NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. -,� 6'-3" I g= 6° O4 UPPER AND LOWER CABINETRY. 0 F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. N 1oa tt3 3 W4 O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. OFFICE _ = 6 1 GENERAL CEILING NOTES: 119 3 = N �r `a 6 SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT 13 113 N 1 _ M +54 A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 _sn _ _ v_. -_ .. _- _ _-- --_ 1. ; ALL WALLS GO TO UNDERSIDE OF CEILING GRID/TILES UNLESS NOTED AS FOLLOWS: i . - FFICE _ -- _ _ .-_. ___ - __ -_ --- --_ - _. -- -_- _- . - -- _ - . __- -._ _ _ - SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 PLAN ROM m 14'-0" _ E - E W2 119 o FEET. ALLEXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY " 6" 106 W2 W4 -i ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0* ABOVE - Wim- EXTENDS 6 _ABOVE GRID/TILES. °O THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS_ THAN 4" WALL EXTENDS TO DECK ABOVE. N - 3 - 4 4 N - _ - - - _ - BULK HEAD HEIGHT - 118 3 ` 112 3 _ `D ELEV. +9'-10" , , _ 1 D Oj 4x8 x PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 12 A.F.F. PAINT TO MATCH 2, LIGHTS, DIFFUSERS, AND SPRINKLER HEADS ARE SHOWN FOR LOCATION ONLY. SEE OFFICE I 105 1 CEILING HEIGHT CEILING HEIGHT ADJACENT WALL COVER ALL WALLS. ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. c, 11$ I W4 LEV. +10'-0" 6 ELEV. +10'-0" " " 3. ALL SUSPENDED ACOUSTICAL CEILINGS ARE TO BE AT -1 UNLESS NOTED OTHERWISE. W2 co �Ip 12 BREAK °^J° 14'-0" _ I O O 6" O8 6 DIA CONCRETE FILLED PIPE BOLLARD 4 -0 TALL W/ ROUNDED CAP AND PLANT 4. NEW CEILING TILE SHALL BE CENTERED IN THE ROOM WITH GREATER THAN J� TILE SAFETY YELLOW. SEE DETAIL ON SHEET A401. o ROOM b AROUND THE PERIMETER. UNLESS SHOWN OTHERWISE. 2 105 W2 OFFICE '� O9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 5. INSTALL R-19 FIBERGLASS BATT INSULATION ABOVE ALL ACOUSTICS CEILING PANELS 3 W 1 W2 112 O O NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED G L IN+1 0H,EIpGHT - - G 10 PANELS BEHIND SINK. PROVIDE 30 LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE CEILING LEGEND. 13'-0" J304 D PLUMBING DWGS. FOR ADDITIONAL INFORMATION. o AT -1, NEW 2,x2 SUSPENDED ACOUSTIC CEILNG GRID. 2x2 WHITE, , co OFFICE m 1 ARMSTRONG DUNE CEILING 24%24%5/8" W/ BEVELED EDGE OR 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 0 107 t t 1 3 - W4 6" 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EQUAL, WHITE, OR APPROVED ALTERNATE. W3 CEILING HEIGHT moor-' " 6-3 107 1CD 1 ELEV. +10'-0" t 3 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE NEW 2'x2' RETURN DUCT. SEE MECH. DWGS. - OF THE TRIBUTARY GUTTER. 11 Bil 3 109 HALLWAY FIRE RISER. 3 REST M 115 OFFICE '_ W4 ® NEW 2'x2' SUPPLY DUCT. SEE MECH. DWGS. W3 I 09 I 111 i !� ( CEILING HEIGHT 6 " 15 , WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 0 0 0 W2 g N EL€ + ' " 6 ( O EXTINGUISHER TO HAVE MIN. RATING OF 4A206C FOR EVERY 3000 SQ.FT. OF FLOOR NEW 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE. MECH. I AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL ❑ _U IEXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE 9 I Q 3 TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND OD NEW 4" RECESSED COMPACT FLUORESCENT FIXTURE. VV3 ES ROOM W2 D 6" THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 110 _ 14'-0" 1 o I BULK HEAD HEIGHT ® NEW LIGHTED EXT SIGN TO MATCH BUILDING STANDARD - W3 1 W4 I z ELEV. +9'-10" 97 o ® NEW DIRECTIONAL. LIGHTED EXIT SIGN -TO MATCH BUILDING STANDARD C. M M LIFE SAFETY SUMMARY 3 M _ 3 .HALLWAY _ 115 2 c 6'-0" 0 M -- A302 t16 nr► i n1 Nrl-T /4\ IN OCCUPANT LOAD (PER FLORIDA BUILDING CODE - 6TH EDITION) BUSINESS (B OCCUPANCY): 4,065 S.F. (BUSINESS USE) = 40 OCCUPANTS (1 PER 100 S.F.) 153 S.F. (A-2 USE-BREAKROOM) = 10 OCCUPANTS (1 PER 15 S.F.) 344 S.F. (A-3 USE -CONFERENCE) = 23 OCCUPANTS (1 PER 15 S.F.) 10,470 S.F. (S -t USE -STORAGE) = 21 OCCUPANTS (1 PER 500 S.F.) TOTAL BUILDING OCCUPANTS = 94 MEANS OF EGRESS BUSINESS (B USES MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300' FT. MAXIMUM PROVIDED TRAVEL DISTANCE = 70'-6" FT. MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 73 OCCUPANTS = 14.6 IN. REQUIRED (102 IN. PROVIDED) STORAGE (S-1 USE): MAXIMUM ALLOWABLE TRAVEL DISTANCE = 400' FT. (FULLY SPRINKLED) MAXIMUM PROVIDED TRAVEL DISTANCE = 132'-5" FT. MAXIMUM ALLOWABLE COMMON TRAVEL PATH = 100' FT. (FULLY SPRINKLED) MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH= 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 21 OCCUPANTS = 4.2 IN. REQUIRED (136 IN. PROVIDED) TRAVEL DISTANCE 0 REQUIRED FIXTURES BUSINESS 40 OCCUPANTS (PER FLORIDA BUILDING CODE 6TH EDITION) REQUIRED FIXTURES -ASSEMBLY (A-2 = 10 OCCUPANTS) (A-3 = 23 OCCUPANTS) TOTAL REQUIRED FIXTURES: TOTAL PROVIDED FIXTURES: - Za�,n.µ PLUMBING FIXTURES WATER CLOSETS LAVATORIES DRINKING OTHER ` MALE FEMALE MALE FEMALE FOUNTAINS 1 PER 25 FOR FIRST 50/ 1 PER 40 FOR FIRST 80/ 1 PER 50 EXCEEDING 50 1 PER 80 EXCEEDING 80 1 PER 100 40 PEOPLE = 1.8 FIXTURES 40 PEOPLE = 1.0 FIXTURES - 0.9 MIN. 0.9MIN. 0.5 MIN. 0.5 MIN. .40 MIN. --WATER CLOSETS -- -- LAVATORIES-- - -- - •- DRINKING MALE FEMALE MALE FEMALE FOUNTAINS OTHER 1 PER 75 1 PER 200 1 PER 500 10 PEOPLE _ .13 FlXTS. 10 PEOPLE _ .05 FlXTS. 1 SERVICE 0.075 MIN. 0.075 MIN. .025 MIN. .025 MIN. .02 MIN. SINK 1 PER 125 t PER 65 1 PER 200 21 PEOPLE _ 21 PEOPLE = 21 PEOPLE = .1 FlXTS. 1 PER 500 1 SERVICE .168 FlXTS. .32 FlXTS. SINK : 0.168 MIN. 0.32 MIN. 0.05 MIN. 0.05 MIN. 0.042 MIN. WATER CLOSETS LAVATORIES DRINKING OTHER MALE FEMALE MALE FEMALE FOUNTAINS 2 MIN. 2 MIN. 2 MIN. 2 MIN.. .42 MIN. 1 SERVICE SINK WATER CLOSETS LAVATORIES DRINKING OTHER .MALE FEMALE MALE FEMALE FOUNTAINS 2 2 2 2 2 1 SERVICE SINK Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the . building,- the major architectural elements and the type. of structural,. mechanical _and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall. furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE -FLOOR PLAN & REFLECTED CEILING PLAN Revisions: 1 08/14/18 City Comm. 4 :11/30/18 -Owner Rev.: Issue Date Drawn By Checked By 07/19/18 - CC ` CYS Certified By: Of ��0 o ° AR91 . 11/30/20T� �C? Drawing- Number. A201 Project Number. -17291 Za�,n.µ PLUMBING FIXTURES WATER CLOSETS LAVATORIES DRINKING OTHER ` MALE FEMALE MALE FEMALE FOUNTAINS 1 PER 25 FOR FIRST 50/ 1 PER 40 FOR FIRST 80/ 1 PER 50 EXCEEDING 50 1 PER 80 EXCEEDING 80 1 PER 100 40 PEOPLE = 1.8 FIXTURES 40 PEOPLE = 1.0 FIXTURES - 0.9 MIN. 0.9MIN. 0.5 MIN. 0.5 MIN. .40 MIN. --WATER CLOSETS -- -- LAVATORIES-- - -- - •- DRINKING MALE FEMALE MALE FEMALE FOUNTAINS OTHER 1 PER 75 1 PER 200 1 PER 500 10 PEOPLE _ .13 FlXTS. 10 PEOPLE _ .05 FlXTS. 1 SERVICE 0.075 MIN. 0.075 MIN. .025 MIN. .025 MIN. .02 MIN. SINK 1 PER 125 t PER 65 1 PER 200 21 PEOPLE _ 21 PEOPLE = 21 PEOPLE = .1 FlXTS. 1 PER 500 1 SERVICE .168 FlXTS. .32 FlXTS. SINK : 0.168 MIN. 0.32 MIN. 0.05 MIN. 0.05 MIN. 0.042 MIN. WATER CLOSETS LAVATORIES DRINKING OTHER MALE FEMALE MALE FEMALE FOUNTAINS 2 MIN. 2 MIN. 2 MIN. 2 MIN.. .42 MIN. 1 SERVICE SINK WATER CLOSETS LAVATORIES DRINKING OTHER .MALE FEMALE MALE FEMALE FOUNTAINS 2 2 2 2 2 1 SERVICE SINK Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the . building,- the major architectural elements and the type. of structural,. mechanical _and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall. furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE -FLOOR PLAN & REFLECTED CEILING PLAN Revisions: 1 08/14/18 City Comm. 4 :11/30/18 -Owner Rev.: Issue Date Drawn By Checked By 07/19/18 - CC ` CYS Certified By: Of ��0 o ° AR91 . 11/30/20T� �C? Drawing- Number. A201 Project Number. -17291 --WATER CLOSETS -- -- LAVATORIES-- - -- - •- DRINKING MALE FEMALE MALE FEMALE FOUNTAINS OTHER 1 PER 75 1 PER 200 1 PER 500 10 PEOPLE _ .13 FlXTS. 10 PEOPLE _ .05 FlXTS. 1 SERVICE 0.075 MIN. 0.075 MIN. .025 MIN. .025 MIN. .02 MIN. SINK 1 PER 125 t PER 65 1 PER 200 21 PEOPLE _ 21 PEOPLE = 21 PEOPLE = .1 FlXTS. 1 PER 500 1 SERVICE .168 FlXTS. .32 FlXTS. SINK : 0.168 MIN. 0.32 MIN. 0.05 MIN. 0.05 MIN. 0.042 MIN. WATER CLOSETS LAVATORIES DRINKING OTHER MALE FEMALE MALE FEMALE FOUNTAINS 2 MIN. 2 MIN. 2 MIN. 2 MIN.. .42 MIN. 1 SERVICE SINK WATER CLOSETS LAVATORIES DRINKING OTHER .MALE FEMALE MALE FEMALE FOUNTAINS 2 2 2 2 2 1 SERVICE SINK Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the . building,- the major architectural elements and the type. of structural,. mechanical _and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall. furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE -FLOOR PLAN & REFLECTED CEILING PLAN Revisions: 1 08/14/18 City Comm. 4 :11/30/18 -Owner Rev.: Issue Date Drawn By Checked By 07/19/18 - CC ` CYS Certified By: Of ��0 o ° AR91 . 11/30/20T� �C? Drawing- Number. A201 Project Number. -17291 1 PER 125 t PER 65 1 PER 200 21 PEOPLE _ 21 PEOPLE = 21 PEOPLE = .1 FlXTS. 1 PER 500 1 SERVICE .168 FlXTS. .32 FlXTS. SINK : 0.168 MIN. 0.32 MIN. 0.05 MIN. 0.05 MIN. 0.042 MIN. WATER CLOSETS LAVATORIES DRINKING OTHER MALE FEMALE MALE FEMALE FOUNTAINS 2 MIN. 2 MIN. 2 MIN. 2 MIN.. .42 MIN. 1 SERVICE SINK WATER CLOSETS LAVATORIES DRINKING OTHER .MALE FEMALE MALE FEMALE FOUNTAINS 2 2 2 2 2 1 SERVICE SINK Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the . building,- the major architectural elements and the type. of structural,. mechanical _and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall. furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE -FLOOR PLAN & REFLECTED CEILING PLAN Revisions: 1 08/14/18 City Comm. 4 :11/30/18 -Owner Rev.: Issue Date Drawn By Checked By 07/19/18 - CC ` CYS Certified By: Of ��0 o ° AR91 . 11/30/20T� �C? Drawing- Number. A201 Project Number. -17291 WATER CLOSETS LAVATORIES DRINKING OTHER MALE FEMALE MALE FEMALE FOUNTAINS 2 MIN. 2 MIN. 2 MIN. 2 MIN.. .42 MIN. 1 SERVICE SINK WATER CLOSETS LAVATORIES DRINKING OTHER .MALE FEMALE MALE FEMALE FOUNTAINS 2 2 2 2 2 1 SERVICE SINK Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the . building,- the major architectural elements and the type. of structural,. mechanical _and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall. furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE -FLOOR PLAN & REFLECTED CEILING PLAN Revisions: 1 08/14/18 City Comm. 4 :11/30/18 -Owner Rev.: Issue Date Drawn By Checked By 07/19/18 - CC ` CYS Certified By: Of ��0 o ° AR91 . 11/30/20T� �C? Drawing- Number. A201 Project Number. -17291 WATER CLOSETS LAVATORIES DRINKING OTHER .MALE FEMALE MALE FEMALE FOUNTAINS 2 2 2 2 2 1 SERVICE SINK Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the . building,- the major architectural elements and the type. of structural,. mechanical _and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall. furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE -FLOOR PLAN & REFLECTED CEILING PLAN Revisions: 1 08/14/18 City Comm. 4 :11/30/18 -Owner Rev.: Issue Date Drawn By Checked By 07/19/18 - CC ` CYS Certified By: Of ��0 o ° AR91 . 11/30/20T� �C? Drawing- Number. A201 Project Number. -17291 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the . building,- the major architectural elements and the type. of structural,. mechanical _and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall. furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE -FLOOR PLAN & REFLECTED CEILING PLAN Revisions: 1 08/14/18 City Comm. 4 :11/30/18 -Owner Rev.: Issue Date Drawn By Checked By 07/19/18 - CC ` CYS Certified By: Of ��0 o ° AR91 . 11/30/20T� �C? Drawing- Number. A201 Project Number. -17291 Certified By: Of ��0 o ° AR91 . 11/30/20T� �C? Drawing- Number. A201 Project Number. -17291 ASIDE (SOUTH) ELEVATION T.D. wALL ELEV. +18 —8 TOP 0' ROOF �L P.LL ELEV. +14 L11'Q GROUND LEVEL E . +0 —0 � Drawn By Checked By 07/19/18 3 SIDE (WEST) ELEVATION } A301 SCALE: 1/8"=1'-0" 16 = ' t 6" DOWNSPOUT. SOFFIT TO BE DESIGNED AND ENGINEERED BY CONTRACTOR. 0.M2 ELEV. +22 —0 Q2 T.O. WALL ek ELEV. +18'-8 OO B.O. SOFFfr ELEV. +14'-3' e METAL CANOPY LPnn ELEV. +8'-6 TOP OF OPENING ELEV. +12 —o TOP OF OPENING ELEV. +7-4 XP1 GROUND LEVEL - ELEV. +0 —0 GROUND LEVEL ELEV. +0'-0- PRE—ENGINEERD METAL ANODIZED ALUMINUM 12'-0" X 12'-0" STOREFRONT WINDOW ALUMINUM 12'-0" X 12'-0" 2 ALUMINUM 12'—O" X ALUMINUM 12'-0" 00, 12'-0" X 12'-0" A ALUMINUM CANOPY. BY OTHERS. WITH GRAY TINTED GLASS OVERHEAD DOOR SYSTEM W/ GLASS BY OTHERS. OVERHEAD DOOR SYSTEM W/ GLASS BY OTHERS. OVERHEAD W/ GLASS DOOR SYSTEM BY OTHERS. OVERHEAD DOOR SYSTEM W/ GLASS BY OTHERS. ASIDE (NORTH LEVATION T wen i PRE—ENGINEERD METAL CANOPY. BY OTHERS ANODIZED ALUMINUM STOREFRONT WINDOW WITH GRAY TINTED GLASS GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. I L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW 7OR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. l 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL I FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIR IMENTS. 0 ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 1�3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. _ O UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. k O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A208C FOR EVERY 3000 SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 ABOVE THE FLOOR. 4'x8'xY4PLYWOOD FIRE—TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. O6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. O9 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30' LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. O13 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 16 GLASS OFFICE WALL SYSTEM. BY OTHERS. PAINT SCHEDULE: NOTES: 1. PAINT ALL TILT CONCRETE PANELS TEXTURED 'XP1' UNLESS OTHERWISE NOTED. 2. PAINT ALL DOWNSPOUT GUARDS 'XP2'. 3. PAINT ALL INTERIOR BOLLARDS AND GUARDS SAFETY YELLOW. 4. PAINT ALL EXTERIOR BOLLARDS 'XP2'. 5. ALL EXTERIOR TILT CONCRETE TO BE TEXTURE COATED. 6. DIRECT METAL PRIMER TO BE USED ON ALL GALVANIZED METAL 7. PAINT FIRE RISERS RED. 8. PAINT ALL EXTERIOR RAILINGS 'XP2'. 9. GUTTERS, DOWNSPOUTS, GUARDS AND GRAVEL STOPS TO BE PREFINISHED KYNAR WHITE. 10. CONTRACTOR TO PAINT ONE PANEL MOCK UP FOR APPROVAL 11. PROVIDE TINTED PRIMER FOR ALL TEXTURED COATING APPLICATIONS. XP1 FIELD COLOR - COARSE TEXTURED SHERWIN WILLIAMS — SWxxxx — xxxx xxxxxx �P PRE FINISHED METAL BUILDING STONE VENEER TO BE DETERMINED INDICATES AREAS OF XP1 INDICATES AREAS OF XP2 . INDICATES AREAS OF XP2 _ _ — _ — INDICATES AREAS OF XP3 �SIDE ( ELEVATION PLEASE COORDINATE WALL PACKS WITH ELEC. DWGS. WALL PACK GLASS LENS TO BE MOUNTED AT 18'-0" ABOVE FINISHED FLOOR. AT LEAST y' AIRSPACE TO BE LEFT ABOVE FIXTURE Owner. ACS CONSTRUCTION Project: AEROLANE BUILDING NEW CONSTRUCTION 800 AERO &830 LANE SANFORD FLORIDA 32RI71 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: EXTERIOR ELEVATIONS Revisions: 0 08/27/18 Owner Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By: - P.� of°Fto.Q y�e . 6 G STRAN q qy AR91246 e j 08/27/2018 ^!�V RED °AR Drawing Number. A301 Project Number. 17291 2 SPECIFICATIONS A302 :_GENERAL NOTES: X-0. 2'-2- PL-2 WALL PL-2 PL -2 — — FN I ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN MICRO I -I I BOBRICK I I PL -1 34" A.F.F. REF. 42" STAINLESS STEEL (BY TEN" MATERIAL:- CARPET T3 I I DISHWASHER PAINT PL -2 (BY TFNNO BY ARCHITECT. DO NOT SCALE DRAWINGS. MFG: CPT1 STYLE: TO BE DETERMINED TO BE DETERMINED BREAKROOM ELEV, A302 B. C. 0 SCALE: 3/8"=1'-0" 6 3%" 25 GA. STUD 3%" 25 GA STUD i wUUU tiLUGKING 7 �•�"• ������� r WOOD BLOCKING (AS REQUIRED) SHE M (AS REQUIRED) PL-2IV • P.LAM. 1'-7" • 2,-0" STAINLESS STEEL ,fir BOWL SINK (SEE 2'-0" PL -1 P.LAM. PLUMBING DWGS) PL -1 „ O P.LAM. ON PLYWOOD ON / PLYWOOD FALSE PANEL PL -2 P.LAM. (DOOR P.LAM.W/CONCEALED ;, ADA COMPLIANT (DOOR W/- WOOD BLOCKING HINGES & UNDER LAV. CONCEALEDINTEGRAL (AS REQUIRED) INSULATOR HINGES) TOE KICK) WRAP, WHITE . _ P.IAM.ADJUSTABLE ( _ -- _i CD SHELF)', , N ---, UNDERCUT N -. WOOD BLOCKING r TOE KICKY AS REQUIRED FInIIcu Fnr.F ( ) ENLARGED 4 RESTROOM PLAN A3o2 0 SCALE: 1/4"=1'-0" 8 V-3" V-6" ENLARGED 5 RESTROOM PLAN A302 0 SCALE: 3/8"=1'-0" 6 ENLARGED 6 RESTROOM PLAN A302 SCALE: 3/8"=1'-0" 6 FINISH SPECIFICATIONS ITEM :_GENERAL NOTES: CATALOG # FLOOR FINISHES ❑GRAB T1 WALL FINISHES B-6806 A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN BAR - BOBRICK B-6806 34" A.F.F. 42" STAINLESS STEEL OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED MATERIAL:- CARPET T3 MATERIAL: PAINT B-2888 BY ARCHITECT. DO NOT SCALE DRAWINGS. MFG: CPT1 STYLE: TO BE DETERMINED TO BE DETERMINED P1 MFG: COLOR: TO BE DETERMINED TO BE DETERMINED B. C. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. COLOR: TO BE DETERMINED BOT. ® 6" ABOVE SINK FINISH: EGGSHELL D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN MOUNTED Ts DISPENSER LOCATION: FIELD COLOR LAVATORY LEVEL ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL: VINYL COMPOSITE TILE B-270 TOP AT 28" A.F.F. XX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS O E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. VCT1 MFG: TO BE DETERMINED aSEMI MATERIAL: PLANT F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND STYLE: TO BE DETERMINED P2 _ MFG: TO BE DETERMINED T8 GYPSUM BOARD). SIZE: 12"x12" TOP AT 51}2" A.F.F. COLOR: TO BE DETERMINED ► . INSTALLATION JOINT AND SEAM LAY—OUTS. FINISH: EGGSHELL - G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL BASE FINISHES REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH LOCATION: ACCENT COLOR H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL INFORMATION. 7-9' MAX I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT MATERIAL- VINYL BASE MATERIAL: PAINT L / 120. MFG: COLOR: TO BE DETERMINED TO BE DETERMINED MFG: TO BE DETERMINED J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO STYLE: COVE P3 COLOR:- WHITE REVIEW. SIZE: 4" E. FINISH: EGGSHELL K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT UNIFORM TRANSITION. A302 LOCATION: WAREHOUSE WALLS SCALE: 3/8"=1'-0" 6 THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND GC TO HAVE MOISTURE TESTING DNE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT DOORS AND FRAMES CAN BE SEMI—GLOSS MILLWORK H. FLORIDA BUILDING CODE. FINISH USING SHERWIN WILLIAMS PAINT TO STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. i. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO ' L FLOOR SHALL_ BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES VOC LATEX SEMI—GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH FIELD COLOR (P1) MATCH EXISTING. MATERIAL: PLASTIC LAMINATE ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE AS SHOWN. DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. K. PL -1 MFG: TO BE DETERMINED M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. ALL WAREHOUSE WALLS TO BE PAINTED (P3). M. COLOR: TO BE DETERMINED N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL N. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 LOCATION: COUNTER TOPS 0. CONDITIONED SPACE AS NECESSARY. TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE P. G.C. TO PROVIDE NEW BLINDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. MATERIAL: PLASTIC LAMINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL ALL FURNITURE AND WORKSTATIONS BY TENANT. PL -2 MFG: TO BE DETERMINED- P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE COLOR: TO BE DETERMINED WITH OWNER. LOCATION: CABINETS Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. ACCESSORY SCHEDULE NO. ITEM MANUF. CATALOG # MOUNTING HT. ❑GRAB T1 BAR - 36" STAINLESS STEEL BOBRICK B-6806 34" A.F.F. ❑GRAB T2 BAR - BOBRICK B-6806 34" A.F.F. 42" STAINLESS STEEL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE T3 SURFACE MOUNTED MULTI -ROLL BOBRICK B-2888 TOP AT 28" A.F.F. ' TOILET TISSUE DISPENSER THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. T, D7MAX T4 MIRROR WITH STAINLESS FRAME BOBRICK B-165-1830 BOT. ® 6" ABOVE SINK T5 LAVATORY MOUNTED SOAP BOBRICK B-822 MOUNTED Ts DISPENSER LAVATORY LEVEL T6 SURFACE MOUNTED SANITARY BOBRICK B-270 TOP AT 28" A.F.F. XX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS O NAPKIN DISPOSAL . aSEMI -RECESSED PAPER TOWEL BOBRICK B-3942 TOP AT 5912" A.F.F. & WASTE RECEPTACLE T8 SURFACE MOUNTED PAPER BOBRICK B-3699 TOP AT 51}2" A.F.F. TOWEL & WASTE RECEPTACLE ► . T. ALL -EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. r�3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O4 UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY r MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. 0 O 10 12 13 14 ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 —0 ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 4'x8'xY4" PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. DISHWASHER. SEE ENGINEERING DRAWINGS. DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. - FIRE RISER. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design , concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM PLAN/ELEVS Revisions: 4Q11/30/18 Owner Rev. Issue Date 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP Al +54 AF.F. FIRE 07/19/18 CC CMS EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. T, D7MAX 12• T2 X -e' GENERAL FINISH NOTES, XXX INDICATES FLOOR FINISH XX INDICATES WALL FINISH TO 0 Ts TO BE DETERMINED BE DETERMINED XX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS O . T3 BE DETERMINED FINISH TO BE DETERMINED A. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING N ► INSTALLATION JOINT AND SEAM LAY—OUTS. B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. 7-9' MAX C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE. D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL' OF ENLARGED ARCHITECT/DESIGNER. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. % RESTROOM PLAN E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. A302 F. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. SCALE: 3/8"=1'-0" 6 G. GC TO HAVE MOISTURE TESTING DNE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT CONCRETE ELEVATED SLABS ONLY. H. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. i. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO ' VOC LATEX SEMI—GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH EXISTING. J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. K. ELECTRICAL DEVICES & COVERS COLOR TO MATCH EXISTING. L " USE EPDXY PAINT ON ALL INTERIOR RESTROOM WALLS TO CREATE A WASHABLE SURFACE. M. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. N. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 0. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT COLOR TO MATCH EXISTING. P. G.C. TO PROVIDE NEW BLINDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME COLOR AS WALL R. ALL FURNITURE AND WORKSTATIONS BY TENANT. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design , concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM PLAN/ELEVS Revisions: 4Q11/30/18 Owner Rev. Drawing Number. A302 Project Number. 17291 Issue Date Drawn By Checked By 07/19/18 CC CMS Drawing Number. A302 Project Number. 17291 -" THICK FIRE TREATED APA RATED PLYWOOD FLOOR SHEATHING W/ J10 TEK SCREWS 0 6" OC ALONG EDGES & 12 OC INTERMEDIATELY �r GYPSUM BOARD CEILING R-19 FACED BATT INSULATION 1000T125-43 (18GA) CONT TRACK W/ (2) #12 TEK OFIICE SCREWS AT EACH JOIST R-13 BATT INSULATION ,,,-3%'18GA. STEEL STUDS AT 24" O.C. GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. L ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. %" TYPE 'X' Drawn By x 07/19/18 GYPSUM WALL BOARD 1" CONCRETE CROWN _ - WITH BROOM FINISH OIL T.O. PARAPET EXTERIOR LOCATIONS t12'-0" A.F.F. _ 7/16 POINTED FRAMING SCREW PFD716 0 - _- SCREW PFD716 024" O.C. MAX 24' O.C. MAX. SEALANT AND BACKER ROD NEW WALL BASE. .. .. SEE FINISH SCHEDULE %4' PIN 0 24' O.C. THERMAL BATT INSULATION - NEW FLOOR FINISH. ..a . Ak B.O. MTL FRAMING _T SEE FINISH SCHEDULE e ±10'—O" A.F.F. OIL B.O. ACT TILE OL B.O. ACT TILE ==4 OL B.O. ACT TILE SEE RCP T SEE RCP SEE RCP SUSPENDED ACOUSTIC SUSPENDED ACOUSTIC SUSPENDED ACOUSTIC CEILING TILE CEILING TILE CEILING TILE IL 3%" 25 GA. STEEL 5/8- GYPSUM WALL BOARD STUDS AT 16" O.C. 3%" 25 GA. STEEL 1 LAYER THERMAL INSULATION. STUDS AT 24' O.C. WAREHOUSE ' TYPE 'X' CONTRACTOR SHALL VERIFY STUD GYPSUM WALL BOARD SIZE, GAUGE, AND FREQUENCY MEET MANUFACTURER'S SPAN _ LIMITATION FOR HEIGHT, L/120 DEFLECTION AND 5 PSF LATERAL LOAD 6" 18 GA. STEEL - STUD 0 24" O.C. 3%" 25 GA. STEEL SOUND BATT STUDS AT ' O.C. INSULATION = 3' 25 GA STEEL 5/8" GYPSUM WALL BOARD SUDS AT 24" O.C. 1 LAYER THERMAL INSULATION. " TYPE 'X' GYPSUM WALL BOARD -" TYPE 'X' SOUND BATT INSULATION GYPSUM WALL BOARD �g POINTED FRAMING SCREW POINTED FRAMING SCREW OFFICE WAREHOUSE PFD716 0 24' O.C.MAX. PFD716 0 24" O.C. MAX. NEW WALL BASE NEW WALL BASE. SEE FINISH SCHEDULE SEE FINISH SCHEDULE -Y4 PIN 0 24' O.C. _ 7 16 POINTED FRAMING NEW FLOOR FINISH. NEW EW FLOOR FINISH. SCREW PFD716 024' O.C. SEE FINISH SCHEDULE SEE FINISH SCHEDULE MAX EXISTING FLOOR NEW FLOOR SLAB EXISTING FLOOR SLAB 7\ 'v_. SLAB -" THICK FIRE TREATED APA RATED PLYWOOD FLOOR SHEATHING W/ J10 TEK SCREWS 0 6" OC ALONG EDGES & 12 OC INTERMEDIATELY �r GYPSUM BOARD CEILING R-19 FACED BATT INSULATION 1000T125-43 (18GA) CONT TRACK W/ (2) #12 TEK OFIICE SCREWS AT EACH JOIST R-13 BATT INSULATION ,,,-3%'18GA. STEEL STUDS AT 24" O.C. GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. L ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. %" TYPE 'X' Drawn By x 07/19/18 GYPSUM WALL BOARD 1" CONCRETE CROWN . - WITH BROOM FINISH EXTERIOR LOCATIONS %6 POINTED FRAMING SCREW PFD716 0 24' O.C. MAX. NEW WALL BASE. .. .. SEE FINISH SCHEDULE NEW FLOOR FINISH. ..a . SEE FINISH SCHEDULE e LU CONCRETE 16 FOOTING Scope Drawings: These drawings indicate the e general scope of the project in terms of architectural design sng concept, .the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe- all work . required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and -completion of the work. Issue Date Drawn By x 07/19/18 CC US . Scope Drawings: These drawings indicate the e general scope of the project in terms of architectural design sng concept, .the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe- all work . required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and -completion of the work. Issue Date Drawn By Checked By 07/19/18 CC US HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR nunlvtrt RUNNER--/ CHANNEL' CHANNEL HEAD DETAIL H2 - HEAD DETAIL H1 JAMB DETAIL J1 JAMB DETAIL J2 n• - N n■ - M - i 1•-7'9* ',—i1. 7■ 2• 1-7. 2• V-7. 2■ 2 —11 2-11 •1 - Drawn By IES US26D SCHLAGE CM8 —7 • US26D SCHLAGE - DOOR AND FRAME SCHEDULE All All FINISH All All • • • ROOM NUMBER 1 NAME US26D DCI CLOSER DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE MTD. CLOSER - 7700 US26D NORTON MISCELLANEOUS _ • • 1ABBREVIATIONS o •ST • • •R • _HM = STAINED BA = BRONZE ANODIZED = HOLLOW METAL CLA = CLEAR ANODIZED W = WIRE GLASS PF = PRE -FINISHED T = TEMPERED GLASS PR = PAIR F = FIRE RATE TEMPERED GLASS D . O• M-2 1 SINGLE CYLINDER DEADBOLT US26D !A LON N Z - N \_ � 0 WEATHER -STRIP no 00 I I ___3 I"' °'i DES. QTY. TYPEMODEL # FINISH BRAND N I N � � I N � W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. � AND THRESHOLD 8• 6• MEN MIN DES. QTY. TYPE MODEL # 101 — CONF BRAND P-1 1, ` PUSH PLATE ` 30S 26D HAGER 2 DRINKING FOUNTAIN DETAIL , . PULL HANDLE_ 30E 26D HAGER A502 0 MEM1014 DOOR SCHEDULE NOTES: SCALE: 1/2'=1'-0• 1. PROVIDE NEW MEDIUM GRADE ADA LEVER HARDWARE TO MATCH STANLEY GLASS OFFICE WALL BY OTHERS 5'-2' 2' BRUSHED CHROME FINISH. -I` SEE SCHED. SEE SCHED. 2. COORDINATE KEYING LOCK SETS WITH TENANT. ROM �0 : - .., • ���®mmommma®meo�oe®®tee®ooa — PLAN ROOM .� • aR Mi I> `Yrivr►iL�;wuhtl0-- 4: =4 APM�i�J�r`� ���`P�����i������V�V�P�rtr ♦ 110 — RESTROOM M 113 — OFFICE ® ���mmmammme®me_�aa®®a®aaaa ,® OPEN OFFICE cavae®oveeovee000ve®oo®voe • DOOR , 118 — OFFICE 120 — OFFICE .,, . ..•_.:.' ' .,,WAREHOUSE ���®mm®®m®O©©00�00�®110®000P1 :iWiR`��liW'`.i i PAMW vV������y`��i.�/�i'�� r�i� ���ili/ F1 I "M 'i 2000 WAREHOUSE I "1: 2000 WAREHOUSEM."11 - 106 OFFICEF M14 • � �®' �0000�0®®0000000®00000 HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR nunlvtrt RUNNER--/ CHANNEL' CHANNEL HEAD DETAIL H2 - HEAD DETAIL H1 JAMB DETAIL J1 JAMB DETAIL J2 n• - N n■ - M - i 1•-7'9* ',—i1. 7■ 2• 1-7. 2• V-7. 2■ 2 —11 2-11 •1 - 3'-0' GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. bH. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL L ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES N AS SHOWN. I/ M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER _OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. L ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL ARE SMOKE BARRIER SIGNS. HARDWARE SCHEDULE HINGES PIVOTS DES. QTY. TYPE MODEL # FINISH BRAND B-1 3/LEAF HINGES FBB179 US26D STANLEY LATCH -FUNCTION DES. QTY. TYPE MODEL # FINISH BRAND L-1 1 PASSAGE -NON LOCKING D SERIES US26D SCHLAGE L-2 1 OFFICE D SERIES US26D SCHLAGE L-3 1 STORAGE D SERIES US26D SCHLAGE L-4 1 PRIVACY D SERIES US26D SCHLAGE L-5 1 CLASSROOM D SER Drawn By IES US26D SCHLAGE CM8 —7 • US26D SCHLAGE - _ STOP All All FINISH All All &L -AJ US26D 3'-0' GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. bH. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL L ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES N AS SHOWN. I/ M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER _OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. L ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL ARE SMOKE BARRIER SIGNS. HARDWARE SCHEDULE HINGES PIVOTS DES. QTY. TYPE MODEL # FINISH BRAND B-1 3/LEAF HINGES FBB179 US26D STANLEY LATCH -FUNCTION DES. QTY. TYPE MODEL # FINISH BRAND L-1 1 PASSAGE -NON LOCKING D SERIES US26D SCHLAGE L-2 1 OFFICE D SERIES US26D SCHLAGE L-3 1 STORAGE D SERIES US26D SCHLAGE L-4 1 PRIVACY D SERIES US26D SCHLAGE L-5 1 CLASSROOM D SER HOLLOW o METAL Ln FRAME --� F5 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. 5. VERIFY SECURITY HARDWARE WITH TENANT. 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL / W 7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI -GLOSS ENAMEL TO MATCH ADJACENT N N WALL COLOR. \ H 8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE \ N \ SUBSTITUTED AT OWNERS REQUEST. N \ \ \ 9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. \ B 10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES. D . 11. SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NFPA 101 7.2.1.6.2 AND F 2 D ^ FLORIDA BUILDING CODE 1008.1.3.4 FOR ACCESS -CONTROLLED DOORS. IF REQUESTED, SECURITY VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: A. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TO THE SENSOR. B. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL -C. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. D. THE MANUAL RELEASE DEVICE SPECIFIED ABOVE SHALL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT. . E. WHEN OPERATED, THE MANUAL RELEASE DEVISE SHALL RESULT IN DIRECT INTERRUPTION OF THE 5 max POWER TO THE LOCK- INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. 6 max E F. ACTIVATION OF THE BUILDING FIRE -PROTECTION SIGNALING SYSTEM, IF PROVIDED, SHALL co AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL - REMAIN UNLOCKED UNTIL THE FIRE -PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET.' G. THE ACTIVATION OF MANUAL FIRE ALARM BOXES THAT ACTIVATE THE BUILDING FIRE PROTECTIVE EF MEN SIGNALING SYSTEM SPECIFIED IN #6 ABOVE SHALL NOT BE REQUIRED TO UNLOCK THE DOORS. rn N.- H. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL 48 min NOT IN REMAIN UNLOCKED UNTIL THE FIRE -PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. PICTOGRAM I. ENTRANCE DOORS IN THIS BUILDING SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING FIELD PERIODS THAT THE BUILDING IS OPEN. > 10-24 max (b) ARCHITE,CTIJRE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 - TEL: 407.363.6136 M26001097 - ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of - structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work- required ork-required for full perfomance and completion of the requirements of the contract. On the basis of _ the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: Q4 11/30/18 Owner Rev. Issue Date Drawn By IES US26D SCHLAGE CM8 L-6 - 1 -RIM CYLINDER W/ THUMB TURN D SERIES US26D SCHLAGE - _ STOP DES. _ QTY. TYPE MODEL # FINISH BRAND S-1 1/LEAF. FLOOR STOP 3310 US26D DCI CLOSER DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE MTD. CLOSER - 7700 US26D NORTON MISCELLANEOUS _ DES. QTY. TYPE MODEL # FINISH BRAND o OO M-1 1/LEAF KICK PLATE 8•x34* US32D HIAWATHA D . O• M-2 1 SINGLE CYLINDER DEADBOLT US26D SCHLAGE N Z - N \_ � 0 WEATHER -STRIP 00 I I ___3 I"' °'i DES. QTY. TYPEMODEL # FINISH BRAND N I N � � I N � W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. � AND THRESHOLD 8• 6• PUSH PULL MIN DES. QTY. TYPE MODEL # FINISH BRAND P-1 1, ` PUSH PLATE ` 30S 26D HAGER 2 DRINKING FOUNTAIN DETAIL , . PULL HANDLE_ 30E 26D HAGER A502 0 MEM1014 DOOR SCHEDULE NOTES: SCALE: 1/2'=1'-0• 1. PROVIDE NEW MEDIUM GRADE ADA LEVER HARDWARE TO MATCH STANLEY TRIM PROFILE 16D - 5'-2' 2' BRUSHED CHROME FINISH. -I` SEE SCHED. SEE SCHED. 2. COORDINATE KEYING LOCK SETS WITH TENANT. HOLLOW o METAL Ln FRAME --� F5 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. 5. VERIFY SECURITY HARDWARE WITH TENANT. 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL / W 7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI -GLOSS ENAMEL TO MATCH ADJACENT N N WALL COLOR. \ H 8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE \ N \ SUBSTITUTED AT OWNERS REQUEST. N \ \ \ 9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. \ B 10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES. D . 11. SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NFPA 101 7.2.1.6.2 AND F 2 D ^ FLORIDA BUILDING CODE 1008.1.3.4 FOR ACCESS -CONTROLLED DOORS. IF REQUESTED, SECURITY VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: A. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TO THE SENSOR. B. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL -C. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. D. THE MANUAL RELEASE DEVICE SPECIFIED ABOVE SHALL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT. . E. WHEN OPERATED, THE MANUAL RELEASE DEVISE SHALL RESULT IN DIRECT INTERRUPTION OF THE 5 max POWER TO THE LOCK- INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. 6 max E F. ACTIVATION OF THE BUILDING FIRE -PROTECTION SIGNALING SYSTEM, IF PROVIDED, SHALL co AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL - REMAIN UNLOCKED UNTIL THE FIRE -PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET.' G. THE ACTIVATION OF MANUAL FIRE ALARM BOXES THAT ACTIVATE THE BUILDING FIRE PROTECTIVE EF MEN SIGNALING SYSTEM SPECIFIED IN #6 ABOVE SHALL NOT BE REQUIRED TO UNLOCK THE DOORS. rn N.- H. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL 48 min NOT IN REMAIN UNLOCKED UNTIL THE FIRE -PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. PICTOGRAM I. ENTRANCE DOORS IN THIS BUILDING SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING FIELD PERIODS THAT THE BUILDING IS OPEN. > 10-24 max (b) ARCHITE,CTIJRE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 - TEL: 407.363.6136 M26001097 - ®Copyright 2018 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of - structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work- required ork-required for full perfomance and completion of the requirements of the contract. On the basis of _ the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: Q4 11/30/18 Owner Rev. Issue Date Drawn By Checked By 07/19/18 CC : CM8 Drawing Number. A501_____ J1 Project Number. _17291 (k 00 EXHAUST & SUPPLY FAN SCHEDULE MARK AHU-1/CU-1 AHU-2/CU-2 E.S.P. IN FAN MOTOR DATA 4 4 TOTAL C❑❑LING CAP (MBH @ ARD 48.0 48.0 MARK • CFM INCHES RPM TYPE OF MAKE MODEL DRIVE REMARKS 1 1 ■ 2105 . SERVED 170 - H2O EXTERNAL STATIC PRESS. (IN.WTRJ A-220 RPM VOLTS/PH FAN ALUMINUM HP - .3/4 3/4 •„ RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -2 RESTROOM . 0.25 `- 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -3 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK 3f VFIAOI 1 THRU 3 EF -4 MECHANICAL ROOM 50 0.25 700 54W O 115/1 CENTRIFUGAL t.-:...� --- DIRECT 1 EF -5 ■ 75 0.25_ ••• 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 REMARKS: 1. PROVIDE FANS WITH. TIME CLOCK CONTROL. FANS TO RUN CONTINUOUSLY 3. - PROVIDE FANS WITH BACK -DRAFT DAMPERS. DURING SCHEDULED BUSINESS HOURS. 4. PROVIDE FAN WITH LINE VOLTAGE THERMOSTAT. FAN TO ENERGIZE SHOULD 2. PROVIDE FANS WITH MOUNTED DISCONNECT. SPACE TEMPERATURE EXCEED 857. '" � RLA/LRA (EA) � 21.8/117 21.8/117 Z NUMBER 1 1 1 VOLT/O 208/1 208/1 208/1 o CONDENSER FAN A FLA (EA) 1/5 1/5 1/5 o 0 � 28 28 28 - -POWER MOCP 45 45 45 WEIGHT POUNDS 197 197 197 AREA SERVED MANUFACTURER AHU/CU TRANE TRANE TRANE MODEL# CU/AHU 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48- MINIMUM EER/HSPF 11 11 11 REMARKS 1 1 1 NOTES, 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HEATER LOSSES. 2. ;_REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 4. PROVIDE V THROWAWAY FILTERS. 5.- PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT. 6. PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING. 7. PROVIDE WITH AHU FACTORY INSTALLED CIRCUIT BREAKER. REMARKS L PROVIDE SMOKE DETECTOR IN SUPPLY DUCT. SMOKE DETECTOR SHALL OPERATE PER SECTIONS 606.4 AND 606.4.1 OF THE 2017 FMC. 0 (k 00 EXHAUST & SUPPLY FAN SCHEDULE MARK AHU-1/CU-1 AHU-2/CU-2 E.S.P. IN FAN MOTOR DATA 4 4 TOTAL C❑❑LING CAP (MBH @ ARD 48.0 48.0 MARK SPACE CFM INCHES RPM TYPE OF MAKE MODEL DRIVE REMARKS 1740 1700 2105 . SERVED 170 - H2O EXTERNAL STATIC PRESS. (IN.WTRJ HP/WATTS RPM VOLTS/PH FAN ALUMINUM HP - .3/4 3/4 EF -1 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -2 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -3 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -4 MECHANICAL ROOM 50 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 2 THRU 4 EF -5 RESTROOM " 75 0.25_ 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 REMARKS: 1. PROVIDE FANS WITH. TIME CLOCK CONTROL. FANS TO RUN CONTINUOUSLY 3. - PROVIDE FANS WITH BACK -DRAFT DAMPERS. DURING SCHEDULED BUSINESS HOURS. 4. PROVIDE FAN WITH LINE VOLTAGE THERMOSTAT. FAN TO ENERGIZE SHOULD 2. PROVIDE FANS WITH MOUNTED DISCONNECT. SPACE TEMPERATURE EXCEED 857. SPLIT SYSTEM A!R CONDITIONER SCH ULE MARK AHU-1/CU-1 AHU-2/CU-2 AHU-3/CU-3 TONNAGE 4 4 4 TOTAL C❑❑LING CAP (MBH @ ARD 48.0 48.0 48.0 SENSIBLE C❑❑LING CAP. (MBH @ ARI) 29.2 29.2 29.2 AHU CONFIGURATION ALUMINUM 1 HORIZONTAL = SUPPLY AIR (CFM) 1740 1700 2105 OUTSIDE AIR (CFM) 175 170 - 210 EXTERNAL STATIC PRESS. (IN.WTRJ CEILING EXHAUST co - ALUMINUM HP - .3/4 3/4 3/4 EVAPORATOR FAN VOLT/0 208/1 208/1 208/1 Z CEILING SUPPLY FLA 6.8 6.8 6.8 2 18 16 RETURN DUCT TITUS/50F CEILING RETURN co ALUMINUM 2 NOTES; EATH SUPPLY BDUC REMARKS; w o - KW 2.88 2.88 2.88 C3 A - 8 3. MAXIMUM PRESSURE DROP OF .04 IN WC. VOLT/O 208/1 208/1 208/1 RECTANGULAR ELECTRIC HEAT I AHU-1 X MOCP _ 30 30 30 AHU-2 WEIGHT POUNDS 174 174 174 NUMBER I 1 1 EF -4 VOLT/O 208/1 208/1 208/1 I COMPRESSORS RLA/LRA (EA) 21.8/117 21.8/117 21.8/117 Z NUMBER 1 1 1 VOLT/O 208/1 208/1 208/1 o CONDENSER FAN A FLA (EA) 1/5 1/5 1/5 o MCA 28 28 28 - -POWER MOCP 45 45 45 WEIGHT POUNDS 197 197 197 AREA SERVED MANUFACTURER AHU/CU TRANE TRANE TRANE MODEL# CU/AHU 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48- MINIMUM EER/HSPF 11 11 11 REMARKS 1 1 1 NOTES, 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HEATER LOSSES. 2. ;_REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 4. PROVIDE V THROWAWAY FILTERS. 5.- PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT. 6. PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING. 7. PROVIDE WITH AHU FACTORY INSTALLED CIRCUIT BREAKER. REMARKS L PROVIDE SMOKE DETECTOR IN SUPPLY DUCT. SMOKE DETECTOR SHALL OPERATE PER SECTIONS 606.4 AND 606.4.1 OF THE 2017 FMC. MECHANICAL PLAN �OO 0 SCALE: 1/8'=1'-0' 16 �n MECHANICAL- GENERAL NOTES: i 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE 1 INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR i SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. i GRILLE AND DIFFUSER i DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT MARK MANUFACTURER/MODEL MOUNTING COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, COLOR STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING MATERIAL REMARKS A A-2 0 THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING -� - - NON-CRITICAL TIMES. ALUMINUM 1 801 TITUS/50F CEILING RETURN HEIGHT ABOVE THE CEILING. WHITE ALL NEW DUCTWORK SHALL BE 1 1/2" ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED ALUMINUM 1 C TITUS/50F CEILING EXHAUST co WHITE ALUMINUM 2 D FL -10 00 WHITE A- 100 3 E TITUS/OMNI-AA CEILING SUPPLY WHITE Eo 2 18 16 RETURN DUCT TITUS/50F CEILING RETURN co ALUMINUM 2 NOTES; EATH SUPPLY BDUC REMARKS; w 1. SEE HVAC PLANS FOR NECK SIZES AND B 20C 1. 24x24 LAY -IN 2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS, 2. 12x12 LAY -IN 8 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 3. SINGLE SLOT, 48' 4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR (2)E - I AHU-1 X RIGID DUCTWORK TO DIFFUSERS EF -j 60 AHU-2 Y - - A- _ EF -4 AHU-3 I x 1 MECHANICAL PLAN �OO 0 SCALE: 1/8'=1'-0' 16 �n MECHANICAL- GENERAL NOTES: i 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE 1 INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR i SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. i GRILLE AND DIFFUSER SCHEDULE DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT MARK MANUFACTURER/MODEL MOUNTING COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, COLOR STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING MATERIAL REMARKS A TITUS/OMNI-AA CEILING SUPPLY THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING WHITE NON-CRITICAL TIMES. ALUMINUM 1 B TITUS/50F CEILING RETURN HEIGHT ABOVE THE CEILING. WHITE ALL NEW DUCTWORK SHALL BE 1 1/2" ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED ALUMINUM 1 C TITUS/50F CEILING EXHAUST WHITE ALUMINUM 2 D FL -10 WALL MOUNTED WHITE ALUMINUM 3 E TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 2 F TITUS/50F CEILING RETURN WHITE ALUMINUM 2 NOTES; REMARKS; 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 1. 24x24 LAY -IN 2. 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS, 2. 12x12 LAY -IN 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 3. SINGLE SLOT, 48' 4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. MECHANICAL PLAN �OO 0 SCALE: 1/8'=1'-0' 16 �n MECHANICAL- GENERAL NOTES: i 1. THE PLANS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE 1 INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR i SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. 2. i ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE. 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT IT DOES NOT Checked By OBSTRUCT EQUIPMENT SERVICE CLEARANCES. 4. COORDINATE WORK WITH ALL TRADES INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, 7/19/18 STRUCTURAL, LIGHTING, POWER SYSTEMS, PLUMBING, AND FIRE PROTECTION FOR BOTH EXISTING i i AND NEW WORK. 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING i NON-CRITICAL TIMES. i _____ 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE_ WITH SMACNA AND AT AN ACCESSIBLE _ C HEIGHT ABOVE THE CEILING. 7. ALL NEW DUCTWORK SHALL BE 1 1/2" ANITMICROBIAL FIBERGLASS DUCTBOARD OR SEALED GALVANIZED STEEL.STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED - WITH R-6 FIBERGLASS/FSK. ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB 0 AND MASTIC JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FLEXIBLE 2 DUCTWORK SHALL BE CONSTRUCTED UNDER SMACNA STANDARDS, WITH INTEGRAL VAPOR BARRIER AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A MAXIMUM FLAME SPREAD = 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS. 8. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. I 9. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE E CONNECTED. 10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS FROM MAIN TRUNK LINES. I 11. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. - 14. ROOF AROUND NEW EQUIPMENT CURBS SHALL BE REINFORCED WITH AN ADDITIONAL LAYER OF TPO. G THIS LAYER SHALL EXTEND 24' FROM AND SHALL SKIRT THE ENTIRE CURB. I 15. ALL MECHANICAL ROOF CURBS WIDER THAN 18' SHALL INCLUDE A FULL CRICKET ON THE HIGH SIDE TO FACILITATE PROPER DRAINAGE/RUNOFF. 16. ALL ROOFING WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR THAT HAS BEEN PROPERLY TRAINED BY THE ROOFING MANUFACTURER. 17. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH PERMANENT ROOF ACCESS. PLAN KEY NOTES: p 1. UNDERCUT DOOR 1/2' AFF. 2. REFER TO DETAIL j6/M400 FOR THRU WALL PENETRATION DETAIL l O _ L Issue Date Drawn By Checked By 7/19/18 CEL ELK I j(' I I - I 11 I AHU 1 1 v 71 1 11 §/ ].III. `11 GA_CAI VAN17FD STFFI II u,l nn J S(`.AI F- N TR 5 PIPE SUPPORT DETAIL - SOLID ALL VOIDS. SLEEVE TO BE 1. UNACKEIS ARE SIZED FOR 12 FEET OF DUCT, MAXIMUM. "- I / 11 SIZED PER MECH. CONTRACTOR'S 2. LOCATE DUCTS AGAINST WALL OR MAXIMUM OF 2" AWAY FROM WALL. REQUIREMENTS TO INSERT 3. EACH WALL ANCHOR SHALL SATISFY -THE FOLLOWING CRITERIA UNLESS DUCTWORK. PACK GAP BETWEEN OTHER ANALYSIS IS MADE: ANCHOR DUCT & SLEEVE WITH BATT INSUL A. TENSIBLE LOAD = 3/8 X DUCT WEIGHT; SAFETYFACTOR OF 4. B. SHEAR LOAD X 1/2 X ' DUCT WEIGHT; SAFETY FACTOR OF 4. SEALANT ALL AROUND - SHEET METAL BOX TO — BE 1-1/2" MIN. LARGER THAN SLEEVE D UCT- SUPPORTS BACKDRAFT DAMPER (EXHAUST ONLY) r2""FROM WALL DETAIL -- CONTRACTOR TO PAINT W/ M40O SCALE: N.T.S. WEATHER RESISTANT PAINT. COLOR - TO BE COORD. W/ ARCHITECT/OWNER. BIRDSCREEN - Issue Date Drawn By Checked By 7/19/18 CEL ELIC HANG DUCTS .� RUSS.II I I I I V�� 4 Q PLUMBING GENERAL NOTES: 1. CONTRACTOR SHAD_ FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA I 3. PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND - TO MAINTAIN PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH i ALL APPUCABLE CODES INCLUDING BUT NOT UMITED TO THE 2017 FLORIDA BUILDING n - CODE AND 2017 FLORIDA PLUMBING CODE. - 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED i PER PDI STANDARDS. 6. ALL FLOOR, WALL AND CEIUNG OPENINGS CREATED BY - THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR i WASTE PIPE INSTALLATION. i 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW UNES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS - Al ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED WITH 1" R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. i i 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8 PER FOOT OF RUN, AND 2-1/2" PIPE AND SMALLER A MINIMUM 1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW ` CONTROLS, FILTERS, BACKFLOW ASSEMBUES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. 10. CONTRACTOR SHALL ROUGH—IN ALL WASTES AND SUPPUES TO ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS E SERVING EQUIPMENT, AND APPLIANCES 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND APPROVED BACKFLOW PREVENTER. 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFIWNG OR CONCEAUNG OF SAID PIPE. 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). PLAN KEY NOTES:p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. 2. NEW 4" SANITARY. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEIUNG WITHIN CONDITIONED SPACE. 5. INSTALL NEW CW/HW PIPING ABOVE THE CEIUNG, SUSPENDED FROM THE STRUCTURE. Issue Date Drawn By Checked By 7/19/18 CEL ELK OVERALL PLUMBING PLAN ENE" SCALE: 1/8"=1'-0" 16 ---------- i SANT I ARY PLUMBING PLAN 2 WATER PLUMBING PLAN P200 P200 r \ U SCALE: 1/8"=1'-0" 16 U SCALE: 1/8"=1'-0" 16 PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA 3. PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT LOCATION OF ` PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS THAT -MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN A PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING CODE AND 2017 FLORIDA PLUMBING CODE. 5. PROVIDE WATER HAMMER ` ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. 7. ` NEW VENT AND WASTE PIPING SHALL BE PVC DW OR CAST IRON. NEW CW AND HW LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED WITH 1" R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8' PER FOOT OF RUN, AND 2-1/2" PIPE AND SMALLER A MINIMUM 1/4" PER FOOT OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 9. PROVIDE ALL NECESSARY -VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. 10. CONTRACTOR SHALL ROUGH—IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT - ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES E AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURALDRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND APPROVED BACKFLOW PREVENTER. 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). G PLAN KEY NOTES: p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. 2. NEW 6" SANITARY. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE. 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE. I K ►ee EWH '1 lid• 4'WASTE AND VENT RISER - 3 DOMESTIC WATER RISER P200 scALE:- N.T.S. P200 SCALE: N.T.S. MSI Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: 2 8 27 28 OWNER REVISION 4 111/19/28 OWNER REVISION Issue Date Drawn By Checked By - - -- CEL ELK STATE AL. ` Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Revisions: 2 8 27 28 OWNER REVISION 4 111/19/28 OWNER REVISION Issue Date Drawn By Checked By 7/19/18 CEL ELK Certified By: G c4i Drawing Number. P200 Project Number �� 17291 N 7 01. 11/ STATE AL. ` Drawing Number. P200 Project Number �� 17291 PLUMBING FIXTURE SCHEDULE PIPE SIZE PDI SIZE SOIL MANUFACTURER AND PART NUMBER ELK MARK FIXTURE WASTE VENT HW CW BASIS OF DESIGN WALL HUNG PPP #SC -7508 AMERICAN STANDARD #0955.123EC, A.S. #7755.205 L-1 VITREOUS CHINA 2' 2" 1/2" 1/2" SINGLE LEVER FAUCET , OFFSET GRID DRAIN, A.D.A. PPP #SC -1000C 1" C STOPS, P—TRAP, SHOUD/KNEE CONTACT GUARD WILKINS #1250—C WATTS #LF15M2—C AMERICAN STANDARD: MADERA, MODEL 13043.660, WC -1 WATER CLOSET 4' 2" — 1/2" RIM ® 16.5', ADA, ELONGATED, FLOOR MOUNTED, WATTS #LF15M2—D 1.6 GPF, PRESSURE ASSIST, WHITE OPEN—FRONT 1-1/2" E 114-154 WILKINS #1250—E SEAT WATTS #LF15M2—E UNFINISHED AREAS PPP #SC -2000F 2" J.R. SMITH:4239L FCO -1 FLOOR 4' - — — WADE:W6000Z 1. AIR CHAMBERS ARE NOT AN ACCEPTABLE EQUAL TO WATER HAMMER ARRESTORS AND SHALL NOT CLEAN—OUT 2. - SIZE PER MANUFACTURER'S RECOMMENDATIONS ZURN: Z140OHD UNFINISHED AREAS J.R. SMITH:4239L FCO -2 FLOOR 6" - — — WADE:W6000Z CLEAN—OUT ZURN: Z140OHD EC IC ELKAY #EZSTL8C, 8 GALLONS AT 50'F EWC-1 WATER 2' 2' — 1/2" 4.8 AMPS AT 120VAC, P—TRAP, STOPS COOLER WALL MOUNTED, BI—LEVEL, A.DA ELECTRIC WATER RUUD EGSP20, 3kW, 208V/10, EWH-1 HEATER — — 3/4' 3/4" DRAIN PAN, T/P RELIEF VALVE, 20 GALLONS TANK DRAIN VALVE, WALL MOUNT KIT DW -1 DISHWASHER 3/4" — — 3/8" RESIDENTIAL STYLE G.E. #GLDT696JSS, 120V, 9.1A, STAINLESS STEEL TMV-1 THERMOSTATIC MIXING VALVE — — 1/2A 1/2" ZURN: ZW1070XL SET TO 105'F THERMOPLASTIC FIAT #MSB2424, SPEAKMAN #SC -5812 SERVICE MS -1 24"x24"x10" 3" 2' 1/2" 1/2" FAUCET, WALL BRACE, VACUUM BREAKER MOP SINK REF -1 WALL BOX — - — 1/2" INTEGRAL STOP, WATER HAMMER ARRESTOR DOUBLE COMPARTMENT PROFLO #PFSR332283, 33"x22"x8-1/8", SK -1 STAINLESS STEEL 2" 2" 1/2" 1/2' SYMMONS #S-23-3, SINGLE LEVER, SPAY HOSE, — P—TRAP, SUPPLIES, STOPS, ADA, 0.5 GPM NOTES: 1. MAKE AND MODELS LISTED ARE THE BASIS OF DESIGN CONTRACTOR MAY SUBMIT OTHERS FOR APPROVAL. 2. INSTALL ECO IN 24"x24"x4" THICK CONCRETE PAD. TOP OF PAD ELEVATION TO BE 2" ABOVE FINISHED GRADE. 3. INSTALL WALL HYDRANT 18" A.F.F. WATER HAMMER ARRESTOR SCHEDULE PIPE SIZE PDI SIZE FIXTURE UNIT RANGE MANUFACTURER AND PART NUMBER ELK PPP #SC -500A 1/2" A 1-11 WILKINS #1250—A WATTS #LF15M2—A PPP #SC -7508 3/4" B 12-32 WILKINS #1250—B WATTS #LF15M2—B PPP #SC -1000C 1" C 33-60 WILKINS #1250—C WATTS #LF15M2—C PPP #SC -1250D 1-1/4" D 61-113 WILKINS #1250-D WATTS #LF15M2—D PPP #SC -1500E 1-1/2" E 114-154 WILKINS #1250—E WATTS #LF15M2—E PPP #SC -2000F 2" F 155-330 WILKINS #1250—F WATTS #LF15M2—F WATER HAMMER ARRESTOR NOTES: 1. AIR CHAMBERS ARE NOT AN ACCEPTABLE EQUAL TO WATER HAMMER ARRESTORS AND SHALL NOT BE INSTALLED. 2. - SIZE PER MANUFACTURER'S RECOMMENDATIONS 4" CHANNELS SUPPORTED_ /a r1 /2"0 THREADED ROD nnl n uiATcn uck PIPE HANGER RING (U.L LISTED OR F.M. APPROVED) Issue Date Drawn By Checked By 7/19/18 - CEL ELK POWER COMPANY TRANSFORMER 120/208V/3PH/4W BASIS FOR DESIGN IS 150 KVA. 30K SCA TWO SETS: 3#4/0 AL #1/0 AL NEUT, 3" C EACH CT METERING PER POWER COMPANY M BOND WITH #2 CU STANDARDS 400/3M3R/1= S : 2 CU 400 RK5 PROVIDE (2) DRIVEN ELECTRODES, TWO SETS: 3#4/0 AL BOND TO BUILDING STEEL AND RE -BAR IN SLAB. X1/0 AL NEUT.6 CU G. 2"C EACH - 20/2 TVSS 125/3 PC PHOTOCELL PANEL A SITE LIGHTING 4#1/0 AL. #6 CU G. 1-1/2"C L E ARCHITECTURAL ELEVATIONS D PHOTOMETRIC SITE PLAN R EXACT WALL PACK LOCATIONS W4 105 W4 105 - W4 105 MH: 18 MH: 18F P STUB UP AT I. T. BACKBOARD W4 105 MH: 14 METER AND MAIN DISCONNECT /SS n 20/1 7 -DAY TIMECLCK 20 1 TC WITH 2 -HOUR L _J MANUAL OVERRIDE PANEL B ------- MULTI -POLE CONTACTOR ELECTRICAL SITE PLAN FOR AUTO -OFF OF LIGHT G I� 3/4"C 2"C PER TEL/CO REQUIREMENTS SIH: 13 H: 13 POLE BASE JB BY POWER COMPANY - USE THIS LOCATION AS BASIS FOR BID. 2G INCLU 1 NE RAL STUB OUT (2)3"C FOR FUTURE BLDG - TO 12 LIGHTS U. G. SERVICE LATERAL BY E. C. EXISTING POWER POLE. USE THIS TRANSFORMER AS BASIS FOR BID. COORDINATE WITH POWER COMPANY PRIOR TO FINAL PRICING. CONNECT SITE TAMPER SWITCHES. ;VERIFY LOCATION rD Z 0 U. G. SECONDARY BY POWER COMPANY NIGHT I N 3 AND RECEPTACLES PER F. B. C. SCALE: ONE INCH = FORTY FEET (APPROX) LIGHT ENERGY CODE AS SHOWN ON 7 3 qP PLANS. PROVIDE PERMANENT LABELS ON RECEPTACLES THAT ARE SWITCHED. COMMON AREA LIGHTING ONE -LINE DIAGRAM SCALE: ONE INCH - TWENTY FEET ELECTRICAL SPECIFICATIONS ELECTRICAL SYMBOLS AND FIXTURES SECTION 16010 — ELECTRICAL GENERAL PROVISIONS SECTION 16050 — ELECTRICAL BASIC MATERIALS AND METHODS EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT D COMMUNICATIONS OUTLET — MOUNTED 18" AFF TO C. L. U.N.O. 1. ALL WORK AND EQUIPMENT SHALL BE IN COMPLIANCE WITH THE 1. COLOR FOR PLATES AND DEVICES SHALL BE WHITE. CONNECT AHEAD OF ROOM LIGHTING SWITCH. TYPICAL RUN 3/4" CONDUIT TO ACCESSABLE CEILING SPACE. FOLLOWING CODES AND STANDARDS: 2. OUTDOOR DEVICE BOXES SHALL BE CAST FS TYPE WITH GASKETED COVERS.- PROVIDE 2 GANG BOX WITH ONE GANG RING (TYPICAL). A. FLORIDA BUILDING CODE, 2017 EDITION. UNLESS INDICATED OTHERWISE. PVC IS APPROVED WITHIN CONCRETE WALLS. EMERGENCY BATTERY WITH AIMABLE HEADS. 3. OUTDOOR BELOW GRADE PULL BOXES SHALL BE NON-METALLIC OPEN- COMMUNICATIONS OUTLET -ABOVE COUNTER OR HEIGHT AS NOTED. B. NFPA-70 NATIONAL ELECTRICAL CODE, 2014 EDITION BOTTOM WITH NON-METALLIC NON -TRAFFIC RATED COVER, BROOKS OR 2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECT. EXCEPT WHERE EQUAL. DO NOT MAKE SPLICES IN BELOW GRADE PULL BOXES. SOLID LINE INDICATES EQUIPMENT ON COMMON SPECIFICALLY NOTED ON THE PLANS TO BE RECONNECTED OR REUSED. 4. CONDUIT SHALL BE EMT, GRS, FLEXIBLE METAL CONDUIT OR LIQUID-TITE SINGLE POLE TOGGLE SWITCH - MOUNTED 48" AFF TO CIRCUIT AND /OR CONTROLLED BY COMMON SWITCH. 5. COORDINATE THE INSTALLATIGN WITH OTHER TRADES TO MAINTAIN PROPER FLEXIBLE METAL CONDUIT WITH STEEL, OR MALLEABLE IRON FITTINGS. CENTERLINE UNLESS OTHERWISE NOTED PROVIDE NECESSARY SWITCH LEGS IN CONDUIT TO WORKING CLEARANCES AND FIRE RATINGS. VERIFY EQUIPMENT RATINGS PRIOR TO PVC CONDUIT SHALL BE USED UNDERGROUND ONLY. PVC ABOVE GROUND 'OS" WALLBOX OCCUPANCY SENSOR SWITCH. DUAL INFARED/ULTRASONIC ACHIEVE SWITCHING INDICATED ON PLANS. ORDERING MATERIALS. CHECK VOLT AMP RATINGS AND MOUNTING RIM / � /T TO THE FIRST BOX OR PANEL IS PERMITTED ONLY WHERE PROTECTED EQUAL TO SENSOR SWITCH. REQUIREMENTS. IF THERE ARE INCONSISTENSISTIES, GET CLARIFICATION. INSIDE A WALL OR WHERE CALLED FOR ON THE PLANS. "A" INDICATES SWITCHING TO ON STATE IS AUTOMATIC. DOTTED LINE INDICATES EQUIPMENT ON A COMMON PRIOR TO ORDERING MATERIALS OR ROUGH -IN. 5. MC CABLE IS APPROVED FOR BRANCH CIRCUITS. " CIRCUIT BUT NOT CONTROLLED ON SAME SWITCH DEVICE. 6. FOR EMT IN EXPOSED & ACCESSABLE AREAS USE COMPRESSION FITTINGS M" INDICATES MANUAL SWITCHING TO ON STATE I S REQUIRED. 7. WIRE SHALL BE COPPER UNLESS NOTED OTHERWISE ON THE PLANS, HEAT 'LV" INDICATES TO PROVIDE LOW VOLTAGE INTERCONNECTION WITH SECTION 16500 - LIGHTING AND MOISTURE RESISTANT. TYPE THWN WITH A 600 VOLT RATING. MULTIPLE UNITS CONTROLLING THE SAME CIRCUIT/CONTACTOR. VSS TRANSIENT VOLTAGE SURGE PROTECTOR. SEE SPECS. 1. EXIT SIGNS SHALL BE PROVIDED WITH ARROWS AND FACES TO MATCH 8. MINIMUM WIRE SIZE IS #12 FOR POWER CIRCUITS. RUN #10 MINIMUM FIELD CONDITIONS AND SO AS TO BE CLEARLY VISIBLE FROM ANY HOMERUN FOR CIRCUITS LONGER THAN FIFTY FEET AS MEASURED FROM OS OCCUPANCY SENSOR SWITCH. SIMILAR TO WALL BOX SWITCH ABOVE, EXCEPT LOCATION WITHIN THE ROOM , AS REQUIRED BY CODE. THE LAST JUNCTION BOX. CEILING MOUNTED. 2. LIFE SAFETY LIGHTING AND SIGNS SHALL BE PROVIDED WITH UNIT SECTION 16195 - ELECTRICAL IDENTIFICATION � DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE BATTERY EQUIPMENT AND CONNECTED TO THE ROOM LIGHTING CIRCUIT UNLESS NOTED OTHERWISE AHEAD OF ALL SWITCHING. 1. PROVIDE EACH BRANCH CIRCUIT PANEL WITH A DIRECTORY INDICATING (GFI) GROUND FAULT INTERRUPTING LOADS SERVED. THE PANEL SCHEDULES SHOWN ON THE PLANS DO NOT (WP) WEATHERPROOF WTIH GFI CONTAIN ADEQUATE INFORMATION TO BE COPIED AND USED AS PANEL - SECTION 16610 -SURGE PROTECTION DIRECTORIES. LABEL EACH CIRCUIT WITH ACTUAL ROOM NUMBERS OR 1. POWER PANEL SURGE PROTECTORS, WHERE SHOWN ON THE PLANS, SHALL ROOM NAMES SERVED. SUCH AS "RECPT 109, 110. 111". � SWITCHED RECEPTACLE PER FBC ENERGY CODE. PROVIDE PERMANENT LABELING � "CONTROLLED". BE MOV SINGLE -STAGE TYPE 75,000 KA PER PHASE WITH FUSING AND INDICATOR 2- ALL PANELS AND DISCONNECTS SHALL BE LABELED REGARDING LOADS SHOWING SYMBOL WITH LABEL SHOWING LAMPS. MAKE DIRECT CONNECTION TO THE BUS. SERVED AND WHERE SERVED FROM. 2. PROTECTORS FOR BRANCH CIRCUIT PANEL BOARDS MAY BE FACTORY WITHIN THE 3. USE ENGRAVED PLAQUES FOR LABELING LARGE EQUIPMENT. 4. LABEL EACH POWER JUNCTION BOX WITH AN INDELIBLE MARKER DUPLEX RECEPTACLE ABOVE COUNTER. SEE CASEWORK PLANS. ALEX PIPER,INSTALLED P.Ee PANEL OR MAY BE CLOSE NIPPLED TO THE SIDE OF THE PANEL WITH CONNECTING LEADS LESS THAN 18 INCHES LONG AND INDICATING THE CIRCUIT NUMBERS CONTAINED WITHIN. WITH NO SHARP BENDS. CONSULTING ENGINEER FL # 42697 3. PROVIDE L -L, L -N, N -G PROTECTION MODES WITH 75 KA PER PHASE. POPPER • LIGHTING SYSTEMS DATA • VOICE: 407-978-5648 h 100 W= Fern Dr. FAx : 866-357-3523 L ONGWOOD, FL 32779 ALE% PIPER P&GMAmxom Owner. ACS CONSTRUCTION Project AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD FLORIDA, 32W1 Scope DrawMgs: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Tlft ELECTRICAL SITE PLAN, ONE -LINE DIAGRAM Re*lone: 0 OWNER REVISION, 8/27/18 pled Issue Date Drawn BY Checked By 7/19/18 PIPER PIPER By: -�•ptEXglyD��Ao�,. �c'2.• �cENS�•:. m .426 7 O� OF�iti - (�. •••....••'' C `moi SjONAL lfl,fi1111II01 — Drawing Number. X101 Project Number. 17291 0 1.0 1.0 0 .0 .0 .0 .o .0 o .0 .0 .0 0 1.0 .D 1. 0 .0 .3 o v v v \/ V V N/ Luminaire Sched'j_e 4 L Ijl S bol Qty Sabel Arrangement Total Lam Lumens LLF Descri tion Lum. Watts 2 W3 SINGLE N.A. 0.900 1 LNC4-44L-4K-lC5-3-U -. 170.2 - 8 W4 105 SINGLE N.A. 0.900 LNC4-44L-4K-105-4-U (finish) SWP 170.5 It 4 W4-075 SINGLE N.A. 0.9D0 I LNC3-24L4K-075-4-U-(finish) SWP 60.3 Please contact Glenn Krohn at Western Florida Lig _sings. glenrk. - rlardo.cc. - 407-33-2379 15Ap um F UBBELL utdcor Lighting PRIiDiJ�ill�tAGE�} 08lumfiatte A 5 c -0 E wow I68U 13" 10.5' 9.9" 5.8" 8:3° 18 lbs. 330.2 mm' 266.7 -mm 251 mm 147.3 mm 210.8 mm 8.2 ka / V A r+ N 4 L Ijl 'cone U • (� r- c N. 4 N.,ww' n ww• � _ � z \ Ld 00 W� a� co U G, � a 2 3 t1.6 t7.6 t1.7 t1.9 t1.9 1.0 t.9 b . 9 t1.9 1.0u 1.0 1.8 t1.7 t1.7 t1.8 t1.8 1.0 t1.9 t.8 1.7 t1.8 3.9 1.0 1.0 1.0 t1.9 t1.9 !.0 ft P P - - - ti 4 - 1.1 1.0 1.1 1.4 1.7 1.7 1.5 1.3 1.4 1.71.7 1.4 1.1 1.1 1.2 1.3 1.4 1.3 1.2 1.1 1.1 1.5 1.7 1.7 1.5 1.3 1.4 1.7 5 t1.5 1.9 _1.3 1.6 1.9 1.9 - 1.9 - 41.2 41.7 11.7 - 1.3 41.2 41.3 41.6 11.9 - 11.6 41.2 41.0 1.9 1.9 - 1.8 1.6 1.7 1.9 1.9 1.9 1.0 - 12.3 42.7 41.8 41.4 1.2 - 11.2 11.6 11.8 11.6 1.4 1.2 1.1 5 1.7 1.1 1.5 1.9 43.5 43.0 11.8 43.5 13.6 43.7 3.6 3.1 3.2 13.9 3.9 43.9 43.2 11.9 43.1 3.0 1.2 1.8 11.0 41.6 43.2 12.9 11.9 43.6 43.8 3.8 43.6 43.1 3.2 43.9 13.7 3.8 1.0 1.4 1.5 t) 5 • 7 1.3 41.5 3.1 3.2 3.4 11.6 14.6 3.6 3.7 14.7 1.8 3.1 14.7 14.0 14.3 3.6 11.6 14.3 3.3 1.4 11.0 42.1 12.8 14.1 41.9 41.6 14.7 3.8 3.9 14.8 11.8 3.3 14.4 3.7 14.2 pS.8 L f b4 1.3 41.8 3.3 3.0 3.5 16.2 11.7 3.1 3.1 11.8 3.6 14.9 3.2 3.4 3.3 13.5 3.7 41.9 3.1 _ 42.4 41.0 41.2 *2.8 43.2 19.8 %.7 41.7 3.2 13.3 11.7 1T.5 14.2 3.1 3.3 3.2- W4 105 W4 105 W4 105 W4 105 W4 105 W4 105 2 ULI 1.1 12.6 3.8 4(.7 •. 8 1%.1 1.9 1.3 1.6 11.0 1.1 MH: 18 • • ��..(( 1 � 1.0 12.3 3.7.z `v W4 105 .8 1.2 1.4 Q ( W3 o w MH: 14 4-0 1 W4-075 1.1 41.6 3.0 3.1 6 1.0 ..1 MH: 14 D H: 13 t MH : 13 P 0 Z m �--q 11.2 11.7 3.7 3.4 13.3 1.7 1.0 1.2 41.4 14. 0 -p P4 0 O F--4 w 1.2 1.7 1.0 1.7 41.6 1.8 1.2 1.9 41.4 1.4 ' 1.1 1.7 � 0 17 BUILDING IN THIS 1.7 1.7 1.4 1.5 1.7 1. FUTURE BUILDING D v W PERMIT 0 d 1.1 11.5 _ 43.5 t.3 1.9 1.8 1.3 1.5 1.0 1.8 D 40-4 1.0 11.3 15.6 .16.2 43.3 1.7 1.1 1.2 11.3 1j. 9 ^ , 0 Wco 5.8 1.9 3.3 14.7 W4 105 4-%N i.s b.s i.o 1.3 11.4 W4-075 W3 Z MH: 14 H• 13 u MH: 13 MH: 14 O 0 t1.8 42.1 3.2 41.9 3.1 1.5 t1.8 1.0 1.2 3. t1.9 1.2 14.6 14.6 1.4 1.5 t1.9 - 1.0 11.0 41.4- D 3.9 1.8 42.3 41.1 0 t1.6 t1.8 t1.9 - t1.8 0 0 i '3 0 .0 .0 .0 .0 .0 .0 .1 .1 .2 .2 .2 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 0 .0 1. t) PP NL XANOji o .••,...,,.•F.Q PHOTOMETRIC SITE PLAN SCALE: ONE INCH THIRTY FEET "O TE: -F ♦^ o +' 0 ALEX PIPER P.E. ~ 0 � o ,, •3 = CONSULTING ENGINEER FL #42697 CL v a v IL POWER • LIGHTING SYSTEMS • DATA VOICE: 407-378-5848 100 Whm Fera Dr. FAx : 888-357-3523 6 O t L ONGI►OOD. FL 32779 ALEX P IPER P&GMAM.COM o v+ r c c •; 0 0 � v N. n � z \ Ld 00 - z U n o_ 3\ N Q W 00 .., LaJ L W C-4 o: w z a N 0 i 2 3 t1.6 t7.6 t1.7 t1.9 t1.9 1.0 t.9 b . 9 t1.9 1.0u 1.0 1.8 t1.7 t1.7 t1.8 t1.8 1.0 t1.9 t.8 1.7 t1.8 3.9 1.0 1.0 1.0 t1.9 t1.9 !.0 ft P P - - - ti 4 - 1.1 1.0 1.1 1.4 1.7 1.7 1.5 1.3 1.4 1.71.7 1.4 1.1 1.1 1.2 1.3 1.4 1.3 1.2 1.1 1.1 1.5 1.7 1.7 1.5 1.3 1.4 1.7 5 t1.5 1.9 _1.3 1.6 1.9 1.9 - 1.9 - 41.2 41.7 11.7 - 1.3 41.2 41.3 41.6 11.9 - 11.6 41.2 41.0 1.9 1.9 - 1.8 1.6 1.7 1.9 1.9 1.9 1.0 - 12.3 42.7 41.8 41.4 1.2 - 11.2 11.6 11.8 11.6 1.4 1.2 1.1 5 1.7 1.1 1.5 1.9 43.5 43.0 11.8 43.5 13.6 43.7 3.6 3.1 3.2 13.9 3.9 43.9 43.2 11.9 43.1 3.0 1.2 1.8 11.0 41.6 43.2 12.9 11.9 43.6 43.8 3.8 43.6 43.1 3.2 43.9 13.7 3.8 1.0 1.4 1.5 t) 5 • 7 1.3 41.5 3.1 3.2 3.4 11.6 14.6 3.6 3.7 14.7 1.8 3.1 14.7 14.0 14.3 3.6 11.6 14.3 3.3 1.4 11.0 42.1 12.8 14.1 41.9 41.6 14.7 3.8 3.9 14.8 11.8 3.3 14.4 3.7 14.2 pS.8 L f b4 1.3 41.8 3.3 3.0 3.5 16.2 11.7 3.1 3.1 11.8 3.6 14.9 3.2 3.4 3.3 13.5 3.7 41.9 3.1 _ 42.4 41.0 41.2 *2.8 43.2 19.8 %.7 41.7 3.2 13.3 11.7 1T.5 14.2 3.1 3.3 3.2- W4 105 W4 105 W4 105 W4 105 W4 105 W4 105 2 ULI 1.1 12.6 3.8 4(.7 •. 8 1%.1 1.9 1.3 1.6 11.0 1.1 MH: 18 • • ��..(( 1 � 1.0 12.3 3.7.z `v W4 105 .8 1.2 1.4 Q ( W3 o w MH: 14 4-0 1 W4-075 1.1 41.6 3.0 3.1 6 1.0 ..1 MH: 14 D H: 13 t MH : 13 P 0 Z m �--q 11.2 11.7 3.7 3.4 13.3 1.7 1.0 1.2 41.4 14. 0 -p P4 0 O F--4 w 1.2 1.7 1.0 1.7 41.6 1.8 1.2 1.9 41.4 1.4 ' 1.1 1.7 � 0 17 BUILDING IN THIS 1.7 1.7 1.4 1.5 1.7 1. FUTURE BUILDING D v W PERMIT 0 d 1.1 11.5 _ 43.5 t.3 1.9 1.8 1.3 1.5 1.0 1.8 D 40-4 1.0 11.3 15.6 .16.2 43.3 1.7 1.1 1.2 11.3 1j. 9 ^ , 0 Wco 5.8 1.9 3.3 14.7 W4 105 4-%N i.s b.s i.o 1.3 11.4 W4-075 W3 Z MH: 14 H• 13 u MH: 13 MH: 14 O 0 t1.8 42.1 3.2 41.9 3.1 1.5 t1.8 1.0 1.2 3. t1.9 1.2 14.6 14.6 1.4 1.5 t1.9 - 1.0 11.0 41.4- D 3.9 1.8 42.3 41.1 0 t1.6 t1.8 t1.9 - t1.8 0 0 i '3 0 .0 .0 .0 .0 .0 .0 .1 .1 .2 .2 .2 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 0 .0 1. t) PP NL XANOji o .••,...,,.•F.Q PHOTOMETRIC SITE PLAN SCALE: ONE INCH THIRTY FEET "O TE: -F ♦^ o +' 0 ALEX PIPER P.E. ~ 0 � o ,, •3 = CONSULTING ENGINEER FL #42697 CL v a v IL POWER • LIGHTING SYSTEMS • DATA VOICE: 407-378-5848 100 Whm Fera Dr. FAx : 888-357-3523 6 O t L ONGI►OOD. FL 32779 ALEX P IPER P&GMAM.COM o v+ r c c •; 0 0 � v MECLOCK I. C. ENERGY CODE. OCELL CONTROLLED IRCUIT LIGHTING FIXTURE SCHEDULE TYREAl IPS DESCRIPTION WATTS MANUFACTURER / CATALOG NUMBER SEE NO TYPE NOTE A2 LED RECESSED INDIRECT 36 COLUMBIA LCAT24-40—LW—G 1,2 (EM) 4000K CENTER BASKET "EM" = 1100 LUMEN BODIN D "D" = 0-10V DIMMING B4(EM) LED LOW BAY 112 COLUMBIA LWS-40—HL—W—SFA 1 4000K W1 OCCUPANCY SENSOR "EM"= 1100 LUMEN BODINE C(EM) LED RECESSED DOWN LIGHT 14 PRESCOLITE LC4SLDM—RLCSL14L40K8 _1 4000K "EM"= 300 LUMEN BODINE CWP LED RECESSED DOWN LIGHT 14 PRESCOLITE SIMILAR TO TYPE C, 1 4000K EXCEPT DAMP LOCATION D LED CUTOFF WALLPACK 14 SPAULDING LMC-30LU-4K-3-035 —PC 1 4000K W PHOTOCELL COLOR T.B.D. EX LED UNIVERSAL EXIT SIGN 3 DUAL LITE EVC SERIES 1 W AIMABLE LAMP HEADS F 2 F32T8 STRIP LIGHT 24 GENERIC GENERIC 1 4000K NOTES: 1. FIXTURE IS CONSIDERED GENERIC. 2. LUMEN PACKAGE APPROXIMATELY EQUAL TO TWO F32T8 LAMPS. ALEX PIPER,_ P.E. CONSULTING ENGINEER FL # 42697 POWER - LIGHTING - SYSTEMS - DATA VOICE: 407-378-5848 100 WEW Fern Dr. FAx : 888-357-3523 LONG1f00% FL 32779 ALE%PiPERPE6GmuL.COM Owner-- - - ACS CONSTRUCTION Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Drawkw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. a.wrw rn« ucFmNc PLAN Revlslons: OWNER CHANGES 8/18/18 OWNER REVISION, 11/30/18 issue Date Drawn By Checked Br 7/19/18 PIPER PIPER CerMW By: ,� to pA3 Drawer Nunber: E201 Project Number. 17291 D CL ni 3 PANEL: A VOLTAGE: 120/208V/3PH/4W MAIN: 400A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF 1 c 91 D '1 V. '2/N3R 101 CIRCMMD(AMPS 120/208V/3PH/4W TYF ICAL DOOR MOTOR: 1HP, 208/1V. 9A CIR CIR AMP POLE OAD(AMPS) CIRCUIT MAKE #12'S TAP FROM FEEDER AT A B C CB NO. NO. E CH MOTOR 30/2/1=S, 15RK5 FUSES CONNECT LABEL TVSS 0 30 OUTSIDE COORD NATEYOUT IN RISER 2 100 3 80 BELL ROOM / WITH F CONTRACTOR 0 0 0 0 Q 3 4 20 1 80 RECEPT 0 ri GFI 1 GF %E___2#8. 1 6 20 1 1 80 8 3OG 2#8. #IOG #10 (DO 41 30 2 7 8 20 1 2#10. #IOG A-7: 9 FIRE W/H LIGHTS SIGN 24 130 A-34 2#8, #IOG RISER 10 1 20 1 6 W/H LIGHTS AHU-2 1000 24 20 2 it 12 20 1 1 LOCATION W LIGHTS BRK RM 24 20 1 13 B-9 20 1 12 GFI LIGHTS AHU-3 CONFERENCE SIGN U UIT 30 2 15 16 20 1 ROOM VERIF R UIR MENTS BRK RM FE 24 20 101 RECEPTION 1 18 20 1 2 4 FAN. CONNECT�00 CU -1 100 00 45 2 19 20 1 4 f:�2�.,TTFYHP O A-33 VIA TIMECLOCK. SPARE BRK RM 24 20 1 1 21 22 120 20 1 6 AHU- :208 iV. 30MCA. 30MC 2#10, #IOG. E �IW1Mr - 24 45 2 23 24 50 2 OFFICE 35 OFFICE I. T. 24 120 1 14 26 20 1 35 SPARE 10 F-2 OFFICE 24 45 2 27 28 OFFICE 1 6 119 RECEPT 1 24 1 106 30 20 2 6 RECEPT GFI 40 50 B 31 32 20 1 6 OFFICE _17 40 20 1 33 34 118 1 6 RECEPT CHARGER 1 40 AKe-21106 OFFICE 35 36 rB 11213 40 37 38 CB OOR BOX O LOCATION 6 SPARE DOORS 1 35 120 50 2 39 B-15 20 1 6 SPARE FACP 35 141 142 42 6-6 PROVIDE LOCKING HANDLE AT FRCP 307 281 302 TOTAL V 259 233 254 DEMAND OFFICE AHU-1, 2. 208/1V. 30M A, 30MCB 107 #10. #IOG, 0/2/NFS B-2 WATER HEATER: 3KW, 208V I OFFICE 30 /NFS. B-10: 12 7D, 111 FR HP F N. TIE TO LIGHT CIRCUIT � 3 F - VIA LINE VOLT T' STAT jQ$ EF- OOR BOX 0 LOCATION B-8 GFI ce 2 F-5 2x4 PAINTE BACKBOARD AHU-3 B-11 CHARGER OUTLET. BASIS FOR ID: 208/1V.50A VERI RUN #6 CU Y LOCATION TO PANEL B 2#8.#IOG. VERIFY RECEPTACL TYPE. GROUND BUS a WELDER OUTLET. BASIS FOR BI): 208/1V.50A 2#8, # I OG. VERIFY RECEPTACLE TYPE. B-27 COPY GFI CU -1 OFFICE a 117 cu -2 OFFICE 116 CU -3 B-23 K a CU -1. 3:208, B-29 28MCA, 5MCB, 218, #1 G. 60, ,I FLOOR BOX WP A-30:32 PANEL B '� F 0 VERIF �i ION 2#10. #10N. #lOG THROUGH OUT STORAGE PANEL A 102 GFI GFI � GFI 0 � R CT POWER A D SYSTEMS PLAN SCALE: 1/8' - 1' -0* 3 PANEL: A VOLTAGE: 120/208V/3PH/4W MAIN: 400A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF 1 c 91 D '1 V. '2/N3R 101 CIRCMMD(AMPS 120/208V/3PH/4W AMP POLE CIR CIR AMP POLE OAD(AMPS) CIRCUIT LABEL A B C CB NO. NO. CB A B C LABEL TVSS 0 30 3 1 2 100 3 80 PANEL B 0 1 3 4 20 1 80 RECEPT 0 1 1 5 1 6 20 1 1 80 RECEPT AHU-1 24 30 2 7 8 20 1 6 W/H LIGHTS SIGN 24 130 1 9 1 10 1 20 1 6 W/H LIGHTS AHU-2 24 20 2 it 12 20 1 1 6 W LIGHTS BRK RM 24 20 1 13 14 20 1 12 LIGHTS AHU-3 24 30 2 15 16 20 1 6 SPARE BRK RM 24 20 1 1 17 1 18 20 1 2 4 IWALL PACKS CU -1 24 45 2 19 20 1 4 SPARE BRK RM 24 20 1 1 21 22 120 20 1 6 SPARE CU -2 24 45 2 23 24 50 2 35 CHARGER I. T. 24 20 1 25 26 20 1 35 SPARE CU -3 24 45 2 27 28 20 1 6 SPARE RECEPT 1 24 1 29 30 20 2 6 RECEPT WELDER 40 50 2 31 32 20 1 6 SPARE TOILET FANS 40 20 1 33 34 20 1 6 RECEPT CHARGER 1 40 50 1 2 35 36 40 37 38 20 1 6 SPARE DOORS 1 35 120 50 2 39 40 20 1 6 SPARE FACP 35 141 142 42 PROVIDE LOCKING HANDLE AT FRCP 307 281 302 TOTAL 259 233 254 DEMAND SERVICE SIZE - 400A. 144 KVA. SEE ONE -LINE DIAGRAM ON E101 FOR SERVICE ENTRANCE CONDUCTORS. PANEL: B VOLTAGE: 120/208V/3PH/4W MAIN: 125A MLO MOUNTING: SURFACE A. I. C. 30K SERIES RATED SPACES: 42 SECTION: 1 OF 1 CIRCMMD(AMPS Drawn By AMP POLE CIR CIR AMP POLE OAD(AMPS) CIRCUIT LABEL A B C CB NO. NO. CB A I B C LABEL TVSS 0 30 3 1 2 20 1 12 RECEPT 0 3 4 20 1 6 RECEPT 0 1 1 5 1 6 20 1 1 9 RECEPT RECEPT 9 1 7 8 20 1 9 FRIDGE. EWC SIGN 10 120 20 1 9 10 1 30 2 20 WATER HTR RECEPT 12 20 1 11 12 1 20 BRK RM 6 20 1 13 14 20 1 12 LIGHTS RECEPT 12 20 1 15 16 20 1 12 LIGHTS BRK RM 16 20 1 1 17 18 120 1 1 12 LIGHTS D/W 10 20 1 19 20 1 6 SPARE BRK RM 6 20 1 1 21 22 120 20 1 6 SPARE RECEPT 10 20 1 1 23 24 20 1 6 SPARE I. T. 6 20 1 25 26 20 1 6 SPARE COPY 6 20 1 27 28 20 1 6 SPARE RECEPT 1 12 120 1 29 30 SPARE 6 20 1 31 32 20 1 6 SPARE TOILET FANS 3 20 1 33 34 20 1 6 SPARE SPARE 6 20 1 1 35 36- 37 20 1 6 SPARE 120 1 1311 39 40 FACP 1 1 41 42 PROVIDE LOCKING HANDLE AT FRCP [94 93 94 TOTAL 7 66 67 DEMAND ALEX PIPER P.E. CONSULTING ENGINEER FL #42697 POWER • LIGHTING • SYSTEMS • DATA VOICE: 407-376-5848 100 1p ha Fern Dr. FAx : 866-357-3523 LONGI►OOD, FL 82779 Aum PIPERPEOGMAIL.COM Owner: ACS CONSTRUCTION Project AEROLANE BUILDING NEW CONSTRUCTION 600 AERO &630 LANE FLORIDA 2'71 Scope DrawkW These drawings indicate the . general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawler Title: POWER PLAN lacus Date Drawn By checked By 7/19/18 PIPER PIPER Draft Nidw. E202 Project Number. 17291 I 600 AERO & 630 LANE, 13 PERMIT# /S -9J 3v OFFICE SANFORDII, FL. 32771 ACS CONSTRUCTION .. 682 JACKSON AVE. WINTER PARK, FL. 32789 rr� PHONE: (407) 628-5552 �u�@ s CONTACT: GINO DELLACAVA EMAIL: GINO@ACSCONSTRUCTIONINC.COM ARCHITECT, MECHANICAL & PLUMBING: 4CARCHITECTURE , LLC ®4 135 WEST CENTRAL BLVD. SUITE 340 i- ORLANDO, FLORIDA 32801 -__ PHONE (A(71 .RRA -f 11f PROJECT SQUARE FOOTAGE: BUSINESS (B) TOTAL STORAGE S.F............................................... 11,898 SQ. FT. TOTAL BUSINESS S.F..................................., 3133 SQ. FT. TOTAL BUILDING S.F................................................: 15,031 SQ. FT. CONSTRUCTION TYPE: TYPE IIB - (SPRINKLERED) OCCUPANCY: S-1, B - BUSINESS PER FLORIDA BUILDING CODE, SIXTH EDITION (2017)_ NO SEPARATION REQUIRED PER SECTION 508.3.3. AND TABLE 508.4 OCCUPANCY SEPARATION. APPLICABLE BUILDING CODES: e FLORIDA BUILDING CODE, SIXTH EDITION (2017) e FLORIDA ENERGY CODE, SIXTH EDITION (2017) e FLORIDA MECHANICAL CODE, SIXTH EDITION (2017) e FLORIDA PLUMBING CODE, SIXTH EDITION (2017) e EXISTING BLDG. FLORIDA BUILDING CODE, SIXTH EDITION (2017) • FLORIDA ACCESSIBILITY CODE, SIXTH EDITION (20171 e FLORIDA FIRE PREVENTION CODE, SIXTH EDITION e 2014 NATIONAL ELECTRIC CODE e NFPA 101 LIFE SAFETY CODE, 2015 EDITION e 2013 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 90 LONGWOOD, FLORIDA 32779 "E RE11 1'°" MUNICIPALITY: PHONE: (407) 376-564,� 8 SEMINOLE FAX: (866) 357-3523 - - - - - - --, C PARCEL ID #: —� �CONTACT: ALEX PIPER � ► � it, 2s-19-3o-5AE-1406-0000 EMAIL: ALEXPIPERPE@GMAIL.COM�o� OSEALLWAY PROPERTY DESCRIPTION: T R U C T U R A L _ _ _ _ o';E _ E THE SOUTH 226.00 FEET OF BLOCK 14, M.M. SMITH'S SUBDIVION, ACCORDING TO THE PLAT THEROF AS RCORDED IN PLAT BOOK 1, PAGE 55, OF THE PUBLIC RECORD OF SEMINOLE COUNTY, FLORIDA, THE AVANTI • INC I , i M OMCE LESS THE EAST 20.00 FEET THEREOF FOR AERO LANE. o;.� E 0 N. US HWY 301 192 „z TAMPA, FLORIDA 33619 HALLsY„- O NOTES: WA� OFFICE PHONE: (813) 655-2884 ( I I '�' I ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. f ri PROJECT NO.: 17291 METAL BUILDING. - DATE: JULY 19. 2018 � VULCAN STEEL STRUC, I I I • 1 1 08-14-18 07-19-18 07-19-18 • 1 08-14-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 E -18 -18 -18 -18 -18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 07-19-18 FT -1 07-19-18 V vVV .VL-VP%ly I-I%Vw If 1 - ADEL, GEORGIA 31620 -- — _ _ _ _ rt - - — �+. .gar^ � r1. aaa n.�^ ,—� j� �.�1,� �:'`I'ii�Ei.l'i�i- �J,.iS�.LitS `a7 1..;;1'��sl\.1i Lrrn;. n1— . TEL: (229) 869-7903 r� :,rul ,s� cD .ALLFsECONSTRUEDTOOEA LICENSE TO PROCEED WITH THE WORK AND NOT AS C , AU ! IORITY TO VIOLATE, CANCEL, ALTER OR SLET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL -- - -- - - - -- - - GORES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Ht - THE I?UlLDI JG OFFICIAL FROMTHEREAFTER f� REOUI i; dG A CORRECTION OF ERRORS IN PLANS, 1 2 3 4 5 6 COINS I RUC T ION OR VIOLA T IONS OF THIS COD N z OVERALL PLAN SCALE: 1/8” REVISIONS: Q 08/14/18 City Comment Revision OFFICE _ f p�RMIT #� t�� w� FIRE SPRINKLER PERMITTED SEPARATELY. -] � ACS CONSTRUCTION;Z _ - _ ..682 JACKSON AVE. WINTER PARK FL.789 2 � �_ 3 — _ PHONE: 407 628-5552 - r __E i f CONTACT. GINO DELLACAVA --Aw- - EMAIL: LINO@ACSCONSTRUCTIONIN_ C COMamp— x ARCHITECT MECHANICAL & PLUMBING. - „ - 4 ARCHITECTURE, ��C 135 WEST CENTRAL BLVD. SUITE - — _ = - ORLANDO, FLORIDA 32801 U- _t PHONE. (407) 363-6136 ARCHITECTURE N CONTACT: CLARK STRANAHAN, NCARB "AIA VICINITY MAP. SCALE: N/A EMAIL: CSTRANAHAN@C4ARCHITECTURE.COM 1 2 3 4 5 6 ELECTRICAL: II -------------- ALEX -- PIPER, P.E. o 100 WILD FERN DRIVE ► 1 a,.° 9000 I i LONGWOOD, FLORIDA 32779 ' uc coN���noH PHONE: (407) 376-5648 R ,0, (9-001 � I l I I I FAX: (8661 357-3523 rB— — - — — — — — — CONTACT: ALEX PIPER I I 1 S03 902 R 994 EMAIL: ALEXPIPERPE@GMAIL.COM _ _ H&L AY PROPERTY DESCRIPTION: STRUCTURAL: I _ _ _ _ MCE_ n THE SOUTH 226.00 FEET OF BLOCK 14, M.M. SMITH'S SUBDIVION, PROJECT SQUARE FOOTAGE: S_ BUSINESS B 07-19-18 07-19-18 T07AL STORAGE S.F................................................ 11,898 SO. FT. � ACS CONSTRUCTION;Z _ - _ ..682 JACKSON AVE. WINTER PARK FL.789 2 � �_ 3 — _ PHONE: 407 628-5552 - r __E i f CONTACT. GINO DELLACAVA --Aw- - EMAIL: LINO@ACSCONSTRUCTIONIN_ C COMamp— x ARCHITECT MECHANICAL & PLUMBING. - „ - 4 ARCHITECTURE, ��C 135 WEST CENTRAL BLVD. SUITE - — _ = - ORLANDO, FLORIDA 32801 U- _t PHONE. (407) 363-6136 ARCHITECTURE N CONTACT: CLARK STRANAHAN, NCARB "AIA VICINITY MAP. SCALE: N/A EMAIL: CSTRANAHAN@C4ARCHITECTURE.COM 1 2 3 4 5 6 ELECTRICAL: II -------------- ALEX -- PIPER, P.E. o 100 WILD FERN DRIVE ► 1 a,.° 9000 I i LONGWOOD, FLORIDA 32779 ' uc coN���noH PHONE: (407) 376-5648 R ,0, (9-001 � I l I I I FAX: (8661 357-3523 rB— — - — — — — — — CONTACT: ALEX PIPER I I 1 S03 902 R 994 EMAIL: ALEXPIPERPE@GMAIL.COM _ _ H&L AY PROPERTY DESCRIPTION: STRUCTURAL: I _ _ _ _ MCE_ n THE SOUTH 226.00 FEET OF BLOCK 14, M.M. SMITH'S SUBDIVION, PROJECT SQUARE FOOTAGE: 07-19-18 BUSINESS B 07-19-18 07-19-18 T07AL STORAGE S.F................................................ 11,898 SO. FT. S001 S002 S101 S201 07-19-18 TOTAL BUILDING S.F.................................... ............ = 15,031 SQ. FT. CONSTRUCTION TYPE • . 07-19-18 TYPE IIB - (SPRINKLERED) 07-19-18 OCCUPANCY: S-1, B - BUSINESS PER FLORIDA BUILDING CODE, SIXTH EDITION (2017) NO SEPARATION REQUIRED PER SECTION 508.3.3. AND ELECTRICAL TABLE 508.4 OCCUPANCY SEPARATION. 4t07-19-18 • 07-19-18 • 07-19-18 • 07-19-18 APPLICABLE BUILDING CODES: ELECTRICAL SITE PLAN, ONE LINE DIAGRAM PHOTOMETRIC SITE PLAN LIGHTING PLAN POWER PLAN • FLORIDA BUILDING CODE, SIXTH EDITION (2017) METAL BUILDING - • FLORIDA ENERGY CODE, SIXTH EDITION (2017) • FLORIDA MECHANICAL CODE, SIXTH EDITION (2017) • FLORIDA PLUMBING CODE, SIXTH EDITION (2017) • EXISTING BLDG. FLORIDA BUILDING CODE, SIXTH EDITION (2017) • FLORIDA ACCESSIBILITY CODE, SIXTH EDITION (2017) • FLORIDA FIRE PREVENTION CODE, SIXTH EDITION • 2014 NATIONAL ELECTRIC CODE • NFPA 101 LIFE SAFETY CODE, 2015 EDITION • 2013 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS TSE AVANTI GROUP, INC. 9920 N. US HWY 301 (D TAMPA, FLORIDA 33619 PHONE: (813) 655-2884 CONTACT: DAVID SCHONACHER, PE � — EMAIL: DAVIDS@AVANTITAMPA.COM METAL BUILDING: � VULCAN STEEL STRUC, 500 VULCAN PKWY ADEL, GEORGIA 31620 TEL: (229) 869-7903 I 1 1 2 3 4 IV OVERALL PLAN LAN SCALE: 1/8' = 1'-0• 1 5 _ 0 6 ACCORDING TO THE PLAT THEROF A$ RCORDED IN PLAT BOOK 1, PAGE 55, OF THE PUBLIC RECORD OF SEMINOLE COUNTY, FLORIDA, LESS THE EAST 20.00 FEET THEREOF FOR AERO LANE. NOTES: ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. PROJECT NO.: 17291 DAVE: JULY 99, .2018 _ _ - -v- ___. _-� _ -sr_-_ - _ _ � - -�3• _t c .ate _� _ -. _ -- �s�a_ _��r-- �.� �»-�_ -- • ARCHITECTURAL • 07-19-18 • • 07-19-18 07-19-18 07-19-18 S001 S002 S101 S201 07-19-18 • • • 07-19-18 07-19-18 07-19-18 •1 107-19-ts • 07-19-1s 07-19-18 • 07-19-18 COVER SHEET A100 ARCHITECTURAL SITE PLAN - A101 LIFE SAFETY PLAN A201 BUILDING FLOOR PLAN & REFLECTED CEILING PLAN A202 ROOF PLAN A301 EXTERIOR ELEVATIONS A302 ENLARGED RESTROOM PLAN/ELEVS & BREAK ROOM_ PLAN/ELEVS A303 DUMPSTER ENCLOSURE DETAILS A401 WALL SECTIONS z A501 ELEVATIONS AND DETAILS COVER SHEET GENERAL NOTES Y SHEETI ANCHOR BOLT PLAN SHEET2 ANCHOR BOLT PLAN SHEET3 ANCHOR BOLT DETAILS & REACTIONS SHEET4 MAIN FRAME ELEVATION SHEETS MAIN FRAME ELEVATION SHEET6 FASTENER DETAILS' SHEET7 ROOF FRAMING SHEETS ROOF SHEETING SHEET9 SIDEWALL FRAMING SHEETIO SIDEWALL FRAMING SHEETII SIDEWALL FRAMING SHEETI2 SIDEWALL FRAMING SHEET13 ENDWALL FRAMING SHEETI4 ENDWALL FRAMING SHEET15 ENDWALL FRAMING ` SHEET15 ENDWALL FRAMING SHEET17 FASTENER DETAILS NOTES: 1. ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. 2. SEE SHEET A101 FOR LIFE SAFETY AND `PLUMBING FIXTURE CALCULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY , COMPONENTS FOR THE PROPER OPERATION OF ALL1SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE- DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. FIRE SPRINKLER PERMITTED SEPARATELY STRUCTURAL • 07-19-18 • 07-19-18 • 07-19-18 • 07-19-18 S001 S002 S101 S201 STRUCTURAL NOTES AND WIND PRESSURES DUMPSTER DETAILS FOUNDATION PLAN STRUCTURAL DETAILS MECHANICAL - •1 107-19-ts • 07-19-1s M200 M400 MECHANICAL PLAN & SCHEDULES - MECHANICAL DETAILS PLUMBING • 07-19-18 • 07-19-18 • 07-19-18 P100 P200 P400 OVERALL PLUMBING: PLAN PLUMBING PLANS & ISOMETRICS PLUMBING SCHEDULES AND DETAILS ELECTRICAL 4t07-19-18 • 07-19-18 • 07-19-18 • 07-19-18 E101 E102 E201 E202 ELECTRICAL SITE PLAN, ONE LINE DIAGRAM PHOTOMETRIC SITE PLAN LIGHTING PLAN POWER PLAN VULCAN - METAL BUILDING - COVER SHEET GENERAL NOTES Y SHEETI ANCHOR BOLT PLAN SHEET2 ANCHOR BOLT PLAN SHEET3 ANCHOR BOLT DETAILS & REACTIONS SHEET4 MAIN FRAME ELEVATION SHEETS MAIN FRAME ELEVATION SHEET6 FASTENER DETAILS' SHEET7 ROOF FRAMING SHEETS ROOF SHEETING SHEET9 SIDEWALL FRAMING SHEETIO SIDEWALL FRAMING SHEETII SIDEWALL FRAMING SHEETI2 SIDEWALL FRAMING SHEET13 ENDWALL FRAMING SHEETI4 ENDWALL FRAMING SHEET15 ENDWALL FRAMING ` SHEET15 ENDWALL FRAMING SHEET17 FASTENER DETAILS NOTES: 1. ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. 2. SEE SHEET A101 FOR LIFE SAFETY AND `PLUMBING FIXTURE CALCULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY , COMPONENTS FOR THE PROPER OPERATION OF ALL1SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE- DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. FIRE SPRINKLER PERMITTED SEPARATELY i j I I r i I i i I I I Certified By: i i I II F j !I I I I)f �I I! _ I II I; i i i 1 ----------------------- - — — —------- — — — —�— --- --- — — --- --- ----- --- — ------------ — ----- I - --------------- — 1 ------------ - - - - - - - ------------------------ --- , 1 ' II 1 ' , 1 I Q�-F-1 I I 1 — — I I I 4 1 I 1 ! 1 s f S-1 I1I F PERMITTED SEPARATELY ; 1 OCCU ANC LJY 4 , EVA" i 1 I I ------------------------- ----------------------------------------------------------- -------------------------------------------- -- ----------------------------------------------------- 1 F 2 3 4 5 6 --- - - - - - - - -- - - - - - - --------- - 1 A303 IV ITEL A100 0 SCALE: 1/32"=1'-0" 64 A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. L ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. Owner: ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 AA26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE PLA Revisions: Issue Date Drawn By iChecked By Il07/19/18 CC CMS f f I Certified By: i I II F i I PRM T qh 1 9 0 I. l °° 07119/2018 i S�FRED ARCS` ;I If Drawing Number. I roti � ;�� , ;1 . Project Number: I I _ GENERAL NOTES: 0- NOTES: EXISTING CONSTRUCTION TO REMAIN NEW WALL PARTITION 1. ALL WALLS TO EXTEND 10'-0" A.F.F., UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER—DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %" TYPE S PAN HEAD SCREWS ON BOTH SIDES OF STUD FLANGE. C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY"—TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM SPACING OF 48" OR LESS TO MATCH CEILING GRID. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA. W1 3Y8' 25 GA. METAL STUDS 0 24" O.C. WITH _ GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. W2 3%" 25 GA. METAL STUDS 0 24" O.C. WITH %" GYP. BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL SEE SEE 2/A401. ^� W3 6" 18 GAUGE STEEL STUDS 0 24" O.C. WITH AN ALLOWABLE DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF (1) LAYER V GYPSUM WALL BOARD TYPE "C" ON BOTH SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION IN EACH STUD CAVITY. SEE 3/A401. W4 3%" 25 GA. METAL STUDS 0 24" O.C. W/ %" GYPSUM BOARD ONE SIDE AND R-13 BATT INSULATION PLUS R-4.5 CONTINUOUS INSULATION. LOCATED Y8" OFF EXTERIOR WALL NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. X F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. -PLAN NOTES: A ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. CC OTHERWISE ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. BY ARCHITECT. DO NOT SCALE DRAWINGS. 6 B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. UPPER AND LOWER CABINETRY. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT — PRE—ENGINEERED ALUMINUM CANOPY E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. —CLEAR ANODIZED WITH INTERNAL GUTTER F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND AND FLAT SOFFIT PANEL ENGINEERED AND GYPSUM BOARD). PERMITTED BY OTHERS. G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" L/120. A J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO ADJACENT WALL COVER ALL WALLS. REVIEW. ®6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT SAFETY YELLOW. SEE DETAIL ON SHEET A401. THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. FLORIDA BUILDING CODE. 10 L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE AS SHOWN. PLUMBING DWGS. FOR ADDITIONAL INFORMATION. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL ► �I i CONDITIONED SPACE AS NECESSARY. AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND "4" 14 P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE — _J PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN C CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. WALL TYPES: 0- NOTES: EXISTING CONSTRUCTION TO REMAIN NEW WALL PARTITION 1. ALL WALLS TO EXTEND 10'-0" A.F.F., UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER—DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE %" TYPE S PAN HEAD SCREWS ON BOTH SIDES OF STUD FLANGE. C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY"—TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS AT A MAXIMUM SPACING OF 48" OR LESS TO MATCH CEILING GRID. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA. W1 3Y8' 25 GA. METAL STUDS 0 24" O.C. WITH _ GYPSUM BOARD EACH SIDE. SEE SEE 1/A401. W2 3%" 25 GA. METAL STUDS 0 24" O.C. WITH %" GYP. BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL SEE SEE 2/A401. ^� W3 6" 18 GAUGE STEEL STUDS 0 24" O.C. WITH AN ALLOWABLE DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF (1) LAYER V GYPSUM WALL BOARD TYPE "C" ON BOTH SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION IN EACH STUD CAVITY. SEE 3/A401. W4 3%" 25 GA. METAL STUDS 0 24" O.C. W/ %" GYPSUM BOARD ONE SIDE AND R-13 BATT INSULATION PLUS R-4.5 CONTINUOUS INSULATION. LOCATED Y8" OFF EXTERIOR WALL NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. X F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. -PLAN NOTES: Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project AEROLANE BUILDING NEW CONSTRUCTION 800 AERO & 630 LANE SANFORD FLORIDA, On Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: LIFE SAFETY PLAN Revisions: Issue Date Drawn By O REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. CC CMS O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. UPPER AND LOWER CABINETRY. 0 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT I +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 Li L SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 13 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. 0 4'x8'x3" PLYWOOD FIRE—TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. ®6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. O9 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL 13 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE OF THE TRIBUTARY GUTTER. TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND "4" 14 FIRE RISER. THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN ABOVE THE FLOOR. Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project AEROLANE BUILDING NEW CONSTRUCTION 800 AERO & 630 LANE SANFORD FLORIDA, On Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: LIFE SAFETY PLAN Revisions: Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By: ,e. O ....... R gyg2 FRED ARG Drawing Number. A101 Project Number. 17291 GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY .1 2 3 4 5 6 B. PROVIDE ARCHITECT WOOD BLOCKING NG SNOT UPPORTSINGSAS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 2 D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN A30t - PRE-ENGINEERED METAL ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). CANOPY BY OTHERS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 8 8 8 8 8 8 8 8 F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND 13 '' GYPSUM BOARD). 6'-6" 12'-0" 130L0" 12'-0" 13'LO" 12'-0" 8'-0" I 12'-0" 6'-2" 11r-8" F -- — — — — — --0"— — — — 3,- - — G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. A — = — — — — _ — — — — — — — — — — — — — - — _ — — — — — — — o I A J. ALLINTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO O O O O I REVIEW. � `� I K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT FIRE a ( THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND 13 I 13 I 13 I 13 RISER I FLORIDA BUILDING CODE 1000 I I L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES 1 I AS SHOWN. I -PRE-ENGINEERED METAL M. ALL FURNITURE &WORK STATIONS PROVIDED &INSTALLED BY TENANT. PRE -FABRICATED METAL PRE -FABRICATED METAL PRE -FABRICATED METAL = I CANOPY BY OTHERS. BUILDING - BY OTHERS BUILDING - BY OTHERS BUILDING - BY OTHERS I CONFERENCE�i N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL ROOM RECEPTION I CONDITIONED SPACE AS NECESSARY. 1-0 11 F1 0-01 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE 4FE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE I I I I I WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNERS DIRECTION, UNLESS OTHERWISE } I SPECIFIED. —_I J R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. C S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN 00 CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. PRE -FABRICATED METAL RES M o T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BUILDING - BY OTHERS I ( ( I 103 OFFICE BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. STOAGE O 114 [__102 FE _ PLAN NOTES: I R00 PE104 I GO 1 REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. IO ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. OFFICE O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. BREAK ROOf�I 113 0 UPPER AND LOWER CABINETRY. C) O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. 00 I O SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 I 1 aD�F�'"" REF. _ SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 I FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE OFFICE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" I OFFICE 112 1 ABOVE THE FLOOR. WAR HOUSE 106 I " F — — — — — — — — Oj 4x8 x- PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 12 A.F.F. PAINT TO MATCH ao ADJACENT WALL COVER ALL WALLS. G ® 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT HALLWAY I SAFETY YELLOW. SEE DETAIL ON SHEET A401. 1 OFFICE ( 115 O9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 003 A301 b 107 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED I o PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE HALLWAY ' PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 115 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. I= 3 REST MOFFICE I = DISHWASHER. SEE ENGINEERING DRAWINGS. N 12 09 111 JE 6DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE 13 MECH. O I OF THE TRIBUTARY GUTTER. 10>g O FE— — I 14 FIRE RISER. PRE -FABRICATED METAL ES1 ROOM oWALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE BUILDING - BY OTHERS 110 15 EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTIC I I TOPNOFITHEREXTINGUSHER SALL BE HALL NOTLY E MOREED AND THAN 5READILY 0"" ABOVECESSBLE. THE THEI FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. A201 OVERHEAD DOOR NOTES: CD_ <OVERHEAD SECTIONAL STEEL DOOR, 12'-0" WIDE x 12'-0" TALL, POWER OPERATION VERTICAL LIFT & UNINSULATED. SEE ELEC. DWGS. K PRE—FABRICATED METAL PRE—FABRICATED METAL BUILDING — BY OTHERS FBUILDING — BY OTHERS = C 13 FE LLJ N 10'-0" .3'-4" . Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD FLORIDA, On Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: OVERALL FLOOR PLAN Revisions: Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By: F� O M. TRAM ° °o 12 /1 20 FRED AR Drawing Number. A200_1 Project Number 17291 I1 , REQUIRED FIXTURES - BUSINESS 26 OCCUPANTS (PER FLORIDA BUILDING CODE - 6TH EDITION) I WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 25 FOR FIRST 50/ 1 PER 40 FOR FIRST 80/ 1 PER 500 .35 FIXTS. 1 PER 50 EXCEEDING 50 1 PER 80 EXCEEDING 80 1 PER 100 1 SERVICE SINK 26 PEOPLE = 1.04 FIXTURES 26 PEOPLE = 0.32 FIXTURES .024 MIN. - 0.52 MIN. 0.52 MIN. 0.16 MIN. 0.16 MIN. .26 MIN. REQUIRED FIXTURES - ASSEMBLY (A-2 = 12 OCCUPANTS) (A-3 = 23 OCCUPANTS) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE I FEMALE MALE I FEMALE 1 PER 75 1 PER 200 1 PER 500 .35 FIXTS. 12 PEOPLE _ .16 FIXTS. 12 PEOPLE _ .06 FIXTS. 0.184 MIN. 1 SERVICE SINK 0.08 MIN. 0.08 MIN. 1 .03 MIN. .03 MIN. .024 MIN. 1 PER 125 1 PER 65 1 PER 200 MALEFEMALE 23 PEOPLE = 23 PEOPLE = 23 PEOPLE _ FIXTS. 1 PER 500 1 SERVICE .184 FIXTS. .35 FIXTS. .115 SINK 0.184 MIN. 0.35 MIN. 0.05 MIN. 0.05 MIN. 0.046 MIN. TOTAL REQUIRED FIXTURES: WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALEFEMALE MALE FEMALE 1 MIN. 1 MIN. 1 MIN. 1 MIN. MIN. 1 SERVICE 2 2 1 SERVICE .68 SINK TOTAL PROVIDED FIXTURES: WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 2 2 2 2 2 1 SERVICE ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). 2• PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND SINK FIRE ZISEF 1000 i Y INNOM. 2' PANELS CROSS TEE_ NOTE: ACOUSTIC CEILING GRID SHALL BE 15/16" AND SUSPENDED A MIN. OF 4'-0" O.C. WITH 12 GA. STEEL WIRE PER ASTM C336. EDGE GRID SHALL BE ATTACHED WITH SCREWS A MINIMUM OF 4'-0" O.C. ACP1 24"x48"x15/16" WHITE ACOUSTIC CEILING TILE, MFG: ARMSTRONG, FINE FISSURED, STYLE #1728, EDGE REGULAR, GRID: 15/16". 5 6 - PRE-ENGINEERED METAL CANOPY BY OTHERS. 1'-0" f -------------+ -� 6'-2" 4'-0" 3'-9" '-7" 16'-0" 3 3� zr 33 6'-0" f OFFICE N FLOOR PLAN �01 SCALE:1/8'=1'-0" 16 A201 O SCALE: 1/2"=1'-0" 4 5 6 - PRE-ENGINEERED METAL CANOPY BY OTHERS. 91 J DG REFLECTED C r2�EILING PLAN �01 D SCALE: 1/8"=1'-0" 16 GENERAL NOTES: WALL TYPES: ---- A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN "T" BAR �' EXISTING CONSTRUCTION TO REMAIN BY ARCHITECT. DO NOT SCALE DRAWINGS. MAIN BEAM MAIN BEAM ` C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 1, ALL WALLS TO EXTEND 10'-0" A.F.F., UNLESS OTHERWISE NOTED. NOM. 4' CROSS TEED ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). 2• PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 GYPSUM BOARD). DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL LESS THAN THE FOLLOWING: ACOUSTICAL CEILING PLAN LAYUINPANES EDGE LAY NEDGE SQUAREPANELS REQUIRED (102 IN. PROVIDED) POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM L/120. EACH END. 5 6 - PRE-ENGINEERED METAL CANOPY BY OTHERS. 1'-0" f -------------+ -� 6'-2" 4'-0" 3'-9" '-7" 16'-0" 3 3� zr 33 6'-0" f OFFICE N FLOOR PLAN �01 SCALE:1/8'=1'-0" 16 A201 O SCALE: 1/2"=1'-0" 4 5 6 - PRE-ENGINEERED METAL CANOPY BY OTHERS. 91 J DG REFLECTED C r2�EILING PLAN �01 D SCALE: 1/8"=1'-0" 16 GENERAL NOTES: WALL TYPES: ---- A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN NOTES: OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED EXISTING CONSTRUCTION TO REMAIN BY ARCHITECT. DO NOT SCALE DRAWINGS. - B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. NEW WALL PARTITION C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 1, ALL WALLS TO EXTEND 10'-0" A.F.F., UNLESS OTHERWISE NOTED. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). 2• PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 GYPSUM BOARD). DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL LESS THAN THE FOLLOWING: H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE 1. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR REQUIRED (102 IN. PROVIDED) POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM L/120. EACH END. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO $ B. FASTEN STUD FLANGE TO RUNNER TRACK WITH ONE " TYPE S PAN HEAD SCREWS REVIEW. MAXIMUM ALLOWABLE COMMON TRAVEL PATH K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT ON BOTH SIDES OF STUD FLANGE. THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FLORIDA BUILDING CODE. FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES SCREWS INTO CHANNELS, SPLINES, "T' RUNNERS, OR OTHER MEMBERS AT A MAXIMUM AS SHOWN. SPACING OF 48" OR LESS TO MATCH CEILING GRID. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. D. ALL GYPSUM BOARD AND ACCESSORIES SHALL BE U.S. GYPSUM BRAND ONLY. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL E. PROVIDE LEVEL 4 FINISH PER ASTM C840 IN OFFICE. CONDITIONED SPACE AS NECESSARY. F. PROVIDE LEVEL 3 IN WAREHOUSE AREA. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL W1 3%" 25 GA. METAL STUDS 0 24" O.C. WITH P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE - GYPSUM BOARD EACH SIDE. SEE SEE 1/A401.4 WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE W2 3%" 25 GA. METAL STUDS 0 24" O.C. WITH %" GYP. SPECIFIED. - BOARD EACH SIDE & ONE LAYER SOUND BATT INSUL • . 771 R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE SEE SEE 2/A401. d - - - - PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN W3 6" 18 GAUGE STEEL STUDS 0 24" O.C. WITH AN ALLOWABLE CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. DEFLECTION OF L/120 AND LATERAL PRESSURE OF 5 PSF T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST (1) LAYER %" GYPSUM WALL BOARD TYPE "C" ON BOTH BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. - SIDES AND (1) LAYER OF R-11 THERMAL BATT INSULATION IN EACH STUD CAVITY. SEE 3/A401. PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. W4 3%" 25 GA. METAL STUDS 0 24" O.C. W/ %" GYPSUMBOARD ONE SIDE AND R-13 BATT INSULATION PLUS O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. R-4.5 CONTINUOUS INSULATION. LOCATED %" OFF EXTERIOR WALL O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. 4 UPPER AND LOWER CABINETRY. O NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. 0 F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. MOUNT GENERAL CEILING NOTES: O SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. TOP AT +54 A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 1 ALL WALLS GO TO UNDERSIDE OF CEILING GRID LES UNLESS NOTED AS FOLLOWS: FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY 6" ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE WALL EXTENDS 6* ABOVE GRID/TILES. THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" D ABOVE THE FLOOR. - WALL EXTENDS TO DECK ABOVE. O 4'x8'xY4" PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. 2. LIGHTS, DIFFUSERS, AND SPRINKLER HEADS ARE SHOWN FOR LOCATION ONLY. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. ®6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT 3. ALL SUSPENDED ACOUSTICAL CEILINGS ARE TO BE AT -1 UNLESS NOTED OTHERWISE. SAFETY YELLOW. SEE DETAIL ON SHEET A401. 4. NEW CEILING TILE SHALL BE CENTERED IN THE ROOM WITH GREATER THAN X TILE AROUND THE PERIMETER. UNLESS SHOWN OTHERWISE. O9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 5. INSTALL R-19 FIBERGLASS BATT INSULATION ABOVE ALL ACOUSTICS CEILING PANELS 1 O TO PROVIE REFORCED CEILING LEGEND: O EDAND HOSTOR PANELSNBEHINDOSINKN PROVIDER 30* ONGCFLEXIBLE HOSEDE CLAMP. SEES PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. AT -1, NEW 2'x2' SUSPENDED ACOUSTIC CEILNG GRID. 2x2 WHITE, ARMSTRONG DUNE CEILING 24"x24"x5/8" W/ BEVELED EDGE OR 12 DISHWASHER. SEE ENGINEERING DRAWINGS. EQUAL, WHITE, OR APPROVED ALTERNATE. 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. NEW 2'x2' RETURN DUCT. SEE MECH. DWGS. 14 FIRE RISER. NEW 2'x2' SUPPLY DUCT. SEE MECH. DWGS. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54 A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR NEW 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE. AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND OO NEW 4" RECESSED COMPACT FLUORESCENT FIXTURE. THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. ® NEW LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD OCCUPANT LOAD (PER FLORIDA BUILDING CODE - 6TH EDITION) BUSINESS (B OCCUPANCY): Drawn By 2,541 S.F. (BUSINESS USE) = 26 OCCUPANTS (1 PER 100 S.F.) 169 S.F. (A-2 USE-BREAKROOM) = 12 OCCUPANTS (1 PER 15 S.F.) 344 S.F. (A-3 USE -CONFERENCE) = 23 OCCUPANTS (1 PER 15 S.F.) 11,978 S.F. (S-1 USE -STORAGE) = 24 OCCUPANTS (1 PER 500 S.F.) TOTAL BUILDING OCCUPANTS = 85 MEANS OF EGRESS BUSINESS (B USES MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300' FT. MAXIMUM PROVIDED TRAVEL DISTANCE = 70'-6" FT. MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 61 OCCUPANTS = 12.2 IN. REQUIRED (102 IN. PROVIDED) STORAGE (S-1 USES MAXIMUM ALLOWABLE TRAVEL DISTANCE = 400' FT. (FULLY SPRINKLED) MAXIMUM PROVIDED TRAVEL DISTANCE = 132'-5" FT. MAXIMUM ALLOWABLE COMMON TRAVEL PATH = 100' FT. (FULLY SPRINKLED) MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH= 50' FT. MINIMUM ALLOWABLE AISLE WIDTH = 44 IN. EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 24 OCCUPANTS = 4.8 IN. REQUIRED (136 IN. PROVIDED) TRAVEL DISTANCE - ® NEW DIRECTIONAL LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD ® EXHAUST FAN Al o- Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD FLORIDA, 32'171 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: OFFICE FLOOR PLAN & REFLECTED CEILING PLAN Revisions: A08/14/18 City Comm. Drawing Number. A201 ______J1 Project Number. 17291 Issue Date Drawn By Checked By 07/19/18 CC CMS Drawing Number. A201 ______J1 Project Number. 17291 q - DOWNSPOUTS BY GENERAL CONTRACTOR ANGLED METAL SURFACE CUT OUT IN DOWNSPOUT FOR WATER DISCHARGE TYPICAL DOWNSPOUT 2 DISCHARGE DETAIL �O2 SCALE: NOT TO SCALE U 2 3 8"X8' CONT. GUTTER SLOPED Tn nr)WKICDnI rr 4 i GENERALNOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). 5 6 E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). — PRE—ENGINEERED METAL CANOPY G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL —CLEARANODIZED WITH INTERNAL GUTTER H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL AND F T SOFFIT PANEL BY OTHERS. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT 26'-1' TL/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO -------------� REVIEW. o I K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT 0 --- _ I A THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. K8" CONT. GUTTER SLOPED N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL ':12" T6 DOWNSPOUT I i CONDITIONED SPACE AS NECESSARY. ao 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE l WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE I SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE I PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. — — _J T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. ROOF NOTES: ❑ STANDING SEAM METAL ROOF A. ALL AREAS TO RECEIVE R-10 INSULATION. B. CONTRACTOR TO REVIEW AS CONSTRUCTED CONDITIONS AND CONFIRM INSULATION AS SHOWN WILL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. GUTTER NOTES: E A. LOCATE HIGH POINT OF GUTTER AT MID—SPAN IN BETWEEN DOWNSPOUTS UNLESS NOTED OTHERWISE. B. DOWNSPOUTS TO BE 6" WIDE x 6' DEEP U.N.O. C. CONNECT ALL DOWNSPOUTS UNDERGROUND TO STORM DRAINAGE SYSTEM PER CML DRAWINGS. D. GUTTERS TO BE 8' WIDE x 8' DEEP ON CENTER. SLOPE 7J" PER 1'-0'. E. GUTTERS TO STOP AT ROOF ACCESS LADDER LOCATION WITH WATER DIVERTER AT ROOF. STORMWATER CALCULATION: 100 YEAR RAINFALL FOR THIS PROJECT AREA IS 4.5'. TOTAL SQUARE FOOTAGE OF ROOF = 14,910 SF. (11) 6' X 6' LEADERS PROVIDED (2) CONTINUOUS 8' X 8' GUTTER(S) PROVIDED PLAN NOTES: Oj REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. I O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. ® UPPER AND LOWER CABINETRY. O COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. G SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. O 4'x8'x3' PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12' A.F.F. PAINT TO MATCH K ADJACENT WALL COVER ALL WALLS. 0 6' DIA CONCRETE FILLED PIPE BOLLARD 4'-0' TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. O NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30' LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 13 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 0,206C FOR EVERY 3000 Sw i. OF FLOOR AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. 4 - 5 6 I i Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD FLORIDA, 32'771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ROOF PLAN Revisions: Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By: STRAN ay oe .e e. c�s07/19/ 0 8 FRED ARG Drawing Number. A202 Project Number. 17291 �l Owner. GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED ACS BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. CONSTRUCTION C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. PREFINISHED METAL PANEL 8"x8" DOWNSPOUT D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN 8"x8' GUTTER TRIM PAINTED XP2 BUILDING BY OTHERS. wA0 ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (LE. 100A). ELEV. +z2 T.°' E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. '-o' F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND T.O. W GYPSUM BOARD). ELEV. +18'-8' TOP OF Ro2F G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. DE–V. +17 -5 TOP of RooF LP H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL 1zELEV. +t4->> I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT roP OF OPENING THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND ELEV. +7 -4 / FLORIDA BUILDING CODE. / L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES ARCHITECTURE AS SHOWN. \ M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. 135 West Central Blvd., Suite 340 \ 32801 GROUND LEVEL N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL Orlando, Florida 136 GROUND LEVEL - TEL 407.6 . ELEV. +a -o ELEv. +o -o CONDITIONED SPACE AS NECESSARY. M26001097 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE @Copy(i9ht 2018 NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL SIDE SOUTH, ELEVATION P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, N &TELEPHONE. COORDINATE 4 t WITH OWNER. A301 Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE Project: 0 SCALE: 1/8'=1'-0' 16 SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN AEROLANE PREFINISHED METAL PANEL CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. TRIM PAINTED XP2 BUILDING BY OTHERS. T BE DEMOLISHEFIRE D FI COMWALLS PLETELY. R AVVEBAEL PARTIALLY REMOVBARRED ABOVE THE CEILING MUST BUILDING b.-22'- PLAN PLAN NOTES: NEW CONSTRUCTION ELEVT•Oia a' 1 REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. 8/� TOP OF ROOF H.P. O 60O AERO 8630 LANE ELEV. +17 -5 TOP OF ROOF �L.P.)�L O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. ELEV. +�+->>� SANFORD O3 NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. FLORIDA, aft O4 UPPER AND LOWER CABINETRY. TOP OF OPENING_N 0 O COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. ELEV. +7 -4 \ O SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT Scope Drawings: \ +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 These drawings indicate the / SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 general scope of the project in FEET. ALL GROUND LEVEL / ACCESSIBLE. THE EXTINGUISHERS THE EXTINGUISHER SHALLNOT BE MORE THAN D AND I5'-0 ABOVE concLY ept, ,of architectural design GROUND LEVEL ' ' conce t the dimensions of the ELEv. +o -o - ELEV. +0-0 THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" building, the major architectural ABOVE THE FLOOR. elements and the type of structural, mechanical and Oj 4'x8'xY4" PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 12' A.F.F. PAINT TO MATCH electrical systems., 3 SIDE (WEST) ELEVATION ADJACENT WALL COVER ALL WALLS. The drawings do not necessarily 6" DIA CONCRETE FILLED PIPE BOLLARD 4'-0" TALL IN ROUNDED CAP AND PAINT indicate or describe all work A301 O SAFETY YELLOW. SEE DETAIL ON SHEET A401. required for full perfomance and 0 SCALE: 1/8'=1'-0" 16 completion of the requirements of O NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. the contract. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED On the basis of the general scope PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE indicated or described, the trade PREFINISHED METAL PANEL PLUMBING DWGS. FOR ADDITIONAL INFORMATION. contractors shall furnish all items 8"x8" DOWNSPOUT BUILDING BY OTHERS. 8"x8" GUTTER required for the proper execution r.o. wALL 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. and completion of the work. ELEV. +22'-0 12 DISHWASHER. SEE ENGINEERING DRAWINGS. TOP OF ROOF �.� j 3 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE Drawing Title: ELEv. +1 M.PY OF THE TRIBUTARY GUTTER. TOP OF ROOF ( -Pill 14 FIRE RISER. A EXTERIOR ELEv. +1a' METAL CANOPY LP roP of OPENING WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE ELEV. +8 -s +12 -° 15 EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR ELEVATIONS AREA TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL TOP OF OPENING EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE ELEV. +7 -4 TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4' ABOVE THE FLOOR. _- L PAINT SCHEDULE:Revisions: D LEVEL GROUND LEVEL E . +0 -0 ELEV. +0' -0* -- NOTES: 1. PAINT ALL TILT CONCRETE PANELS TEXTURED 'XP1' UNLESS OTHERWISE NOTED. -- ANODIZED ALUMINUM" A " 2. PAINT ALL DOWNSPOUT GUARDS 'XP2'. STOREFRONT WINDOW 12 —0 X 12 —0 12'-0"X 12'-0"12 —0 X 12'-0"12 —0 X 12'—Ow-- PRE—ENGINEERD METAL OVERHEAD DOOR OVERHEADDOOR OVERHEAD DOOR OVERHEAD DOOR 3. PAINT ALL INTERIOR BOLLARDS AND GUARDS SAFETY YELLOW. CANOPY. BY OTHERS. WITH GRAY TINTED GLASS 4. PAINT ALL EXTERIOR BOLLARDS 'XP2'. 5. ALL EXTERIOR TILT CONCRETE Td BE TEXTURE COATED SIDE (NORTH) ELEVATION 6. DIRECT METAL PRIMER TO BE USED ON ALL GALVANIZED METAL. Z -- 7. PAINT FIRE RISERS RED. A301 8. PAINT ALL EXTERIOR RAILINGS 'XP2'. 0 SCALE: 1/8"=1'-0" 16 9. GUTTERS, DOWNSPOUTS, GUARDS AND GRAVEL STOPS TO BE PREFINISHED KYNAR WHITE. 10. CONTRACTOR TO PAINT ONE PANEL MOCK UP FOR APPROVAL 11. PROVIDE TINTED PRIMER FOR ALL TEXTURED COATING APPLICATIONS. XP1 FIELD COLOR - COARSE TEXTURED SHERWIN WILLIAMS - SWxxxx - xxxx xxxxxx TRIM PAINTED XP2 �P PRE FINISHED METAL BUILDING r.0. wALL STONE VENEER ELEV. PO STONE P3 Certified By: TO BE DETERMINED T.O. WALL ELEV. +18 -8 TOP OF ROOF H.P. _ _ C �TOP OF ROOF LP. –--------- --------- 5 PRE_ ��Or°�� rt; ' _ ; ` '' INDICATES AREAS OF XP1 INDICATES AREAS OF XP2 P� °°° 'N ELEv'-tt� } ------.----------- ----- CANOPY. OTHERS � XP 1 XP 1 — O, GS Ngy9 °e METAL CANOPY LP _ – - • ° • • INDICATES AREAS OF XP2 _ - — INDICATES AREAS OF XP3 e °° 07/19/2018 TOP OF OPENING / a TOP OF OPENIN ELEV. +7 -4 ELEV. +7 -4 S� / � P / \ FRED ARG FTI / \ ANODIZED ALUMINUM STOREFRONT WINDOW GROUND LEVEL - - \ . –_ - - - _ __ - : – - T - / - ELEv. +0' o - = — = - -- — - - +o o Drawing Number: �- --�- - - GROUND LEVEL ELEV. X301P p SIDE (EAST) ELEVATION A301 0 SCALE: 1/8'=1'-0' 16 Project Number 17291 Issue Date Drawn By Checked By 07/19/18 CC CMS OIL B.O. ACT TILE SEE RCP PL -2 P.LAM. .—I. P.LAM.- 1'-7" PL -2 P.LAM. of N �. 2'-0' PL -1 P.LAM. ON %" PLYWOOD PL -2 P.LAM. (DOOR W/ CONCEALED HINGES) 35/8" 25 GA. STUD WOOD BLOCKING (AS REQUIRED) SOUND INSULATION BATT IF REQUIRED. SEE WALL TYPES NEW g" GYPSUM WALL BOARD WOOD BLOCKING (AS REQUIRED) 2 3 A302 A302 k Pu -2 Fn F I — — -1 LJ (BY TEWM [ ► -z 3'-0' V-0" 3'-0' SOUND INSULATION CATALOG # o ❑GRAB T1 P.LAM. (ADJUSTABLE PL -2 A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN �-2 SHELF) ° PL -2 L2ICRO N OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED PL -2 CARPET MATERIAL- • T3 M • ( DISHWASHER I (BY TDMT) I I FP–L--2 1 TO BE DETERMINED TO BE DETERMINED • P.LAM. • 1'-0" COLOR: -0' FINISH: 3'-0' S-0' I NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN 2.-0. TS 3' PL -1 P.LAM. PLUMBING DWGS) ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL: VINYL COMPOSITE TILE WOOD BLOCKING 2 3 A302 A302 k Pu -2 Fn F I — — -1 LJ (BY TEWM [ ► -z 3'-0' V-0" 3'-0' SOUND INSULATION CATALOG # FLOOR FINISHES ❑GRAB T1 BATT IF REQUIRED. PL -2 A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN �-2 BAR — PL -2 L2ICRO 34" A.F.F. OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED PL -2 CARPET MATERIAL- • T3 I I PL -2 ( DISHWASHER I (BY TDMT) I I FP–L--2 1 TO BE DETERMINED TO BE DETERMINED S-1' 1'-0" COLOR: -0' FINISH: 3'-0' S-0' I BREAKROOM ELEV. 0 SCALE: 3/8"=1'-0" 6 OIL B.O. ACT TILE SEE RCP 3%" 25 GA. STUD r-- P.LAM.ADJUSTABLE (SHELF) M WOOD BLOCKING (AS REQUIRED) 39/8" 25 GA. STUD e 2 MILLWORK A30ELEVS. 3 2 A302 o SCALE: 1"=1'-0" 2 MILLWORK ELEVS, 0 SCALE: 1"=1'-0" 2 4'-0' 0 p N 7" 5 A302 5.�. 5'-0 7 MIR. .J0 5 MIR. A302 ENLARGED rT RESTROOM PLAN A302 0 SCALE: 1 /4"=1'-0" 8 V-3' ENLARGED 5 RESTROOM PLAN A302 0 SCALE: 3/8"=1'-0" 6 ENLARGED 6 RESTROOM PLAN �O2 SCALE: 3/8"=1'-0" 6 FINISH SPECIFICATIONSGENERALNOTES: ITEM SOUND INSULATION CATALOG # FLOOR FINISHES ❑GRAB T1 BATT IF REQUIRED. BOBRICK A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN SEE WALL TYPES BAR — P.LAM. B-6806 34" A.F.F. OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED PL -2 CARPET MATERIAL- • T3 BY ARCHITECT. DO NOT SCALE DRAWINGS. NEW g" GYPSUM N 2'- IY2 TO BE DETERMINED TO BE DETERMINED WALLBOARD 1V COLOR: STAINLESS STEEL FINISH: EGGSHELL BOWL SINK (SEE NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN 2.-0. TS LOCATION: PL -1 P.LAM. PLUMBING DWGS) ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL: VINYL COMPOSITE TILE .ON PLYWOOD PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. VCT1 MFG: FALSE PANEL MATERIAL- PAINT F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND STYLE: TO BE DETERMINED MFG: P2 P.LAM. (DOOR SEMI—RECESSED PAPER TOWEL GYPSUM BOARD). SIZE: 12"x12" COLOR: W/CONCEALED T8 ADA COMPLIANT HINGES & G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH- WALL. BASE FINISHES TOWEL & WASTE RECEPTACLE UNDER LAV. INTEGRAL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL INSULATOR TOE KICK) ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT MATERIAL- VINYL BASEI. WRAP, WHITE PL -2 L/120. MFG: V61 COLOR: TO BE DETERMINED TO BE DETERMINED - MFG: P3 COLOR: TO BE DETERMINED WHITE J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO STYLE: COVE 0 A302 REVIEW. SIZE: 4" FINISH: UNDERCUT N TOE KICK y" K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT CONCRETE ELEVATED SLABS ONLY. WOOD BLOCKING & FINISH EDGE ----\ TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND DOORS AND FRAMES CAN BE SEMI -GLOSS (AS REQUIRED) e 2 MILLWORK A30ELEVS. 3 2 A302 o SCALE: 1"=1'-0" 2 MILLWORK ELEVS, 0 SCALE: 1"=1'-0" 2 4'-0' 0 p N 7" 5 A302 5.�. 5'-0 7 MIR. .J0 5 MIR. A302 ENLARGED rT RESTROOM PLAN A302 0 SCALE: 1 /4"=1'-0" 8 V-3' ENLARGED 5 RESTROOM PLAN A302 0 SCALE: 3/8"=1'-0" 6 ENLARGED 6 RESTROOM PLAN �O2 SCALE: 3/8"=1'-0" 6 FINISH SPECIFICATIONSGENERALNOTES: ITEM MANUF. CATALOG # FLOOR FINISHES ❑GRAB T1 WALL FINISHES BOBRICK A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN ❑GRAB T2 BAR — BOBRICK B-6806 34" A.F.F. OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED MATERIAL CARPET MATERIAL- PAINT T3 BY ARCHITECT. DO NOT SCALE DRAWINGS. MFG: CPT1 STYLE: TO BE DETERMINED TO BE DETERMINED MFG: P1 COLOR: TO BE DETERMINED TO BE DETERMINED B. C. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. COLOR: TO BE DETERMINED FINISH: EGGSHELL D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN BOT. 0 6" ABOVE SINK TS LOCATION: FIELD COLOR B-822 ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). MATERIAL: VINYL COMPOSITE TILE T E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. VCT1 MFG: TO BE DETERMINED MATERIAL- PAINT F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND STYLE: TO BE DETERMINED MFG: P2 TO BE DETERMINED SEMI—RECESSED PAPER TOWEL GYPSUM BOARD). SIZE: 12"x12" COLOR: TO BE DETERMINED T8 FINISH: EGGSHELL G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH- WALL. BASE FINISHES TOWEL & WASTE RECEPTACLE LOCATION: ACCENT COLOR H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL D. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT MATERIAL- VINYL BASEI. MATERIAL PAINT L/120. MFG: V61 COLOR: TO BE DETERMINED TO BE DETERMINED - MFG: P3 COLOR: TO BE DETERMINED WHITE J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO STYLE: COVE UNIFORM TRANSITION. A302 REVIEW. SIZE: 4" FINISH: EGGSHELL K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT CONCRETE ELEVATED SLABS ONLY. LOCATION: WAREHOUSE WALLS TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND DOORS AND FRAMES CAN BE SEMI -GLOSS MILLWORK ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO FLORIDA BUILDING CODE. VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO FINISH USING SHERWIN WILLIAMS PAINT TO MATCH EXISTING. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES MATCH FIELD COLOR (P1) DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. MATERIAL PLASTIC LAMINATE ELECTRICAL DEVICES & COVERS COLOR TO MATCH EXISTING. AS SHOWN. _ L. USE EPDXY PAINT ON ALL INTERIOR RESTROOM WALLS TO CREATE A WASHABLE PL -1 MFG: TO BE DETERMINED M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. ALL WAREHOUSE WALLS TO BE PAINTED (P3). PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. COLOR: TO BE DETERMINED N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL 2012 EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 0. LOCATION: COUNTER TOPS CONDITIONED SPACE AS NECESSARY. PAINT COLOR TO MATCH EXISTING. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE Q. MATERIAL- PLASTIC LAMINATE R. NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL PL -2 MFG: TO BE DETERMINED P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE COLOR: TO BE DETERMINED WITH OWNER. LOCATION: CABINETS Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. ACCESSORY SCHEDULE NO. ITEM MANUF. CATALOG # MOUNTING HT. ❑GRAB T1 BAR — 36" STAINLESS STEEL BOBRICK B-6806 34" A.F.F. ❑GRAB T2 BAR — BOBRICK B-6806 34" A.F.F. 42" STAINLESS STEEL OXX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS T3 SURFACE MOUNTED MULTI—ROLL BOBRICK B-2888 TOP AT 28" A.F.F. TOILET TISSUE DISPENSER BE DETERMINED FINISH TO BE DETERMINED T4 MIRROR WITH STAINLESS FRAME BOBRICK B-165-1830 BOT. 0 6" ABOVE SINK TS LAVATORY MOUNTED SOAP BOBRICK B-822 MOUNTED 0 DISPENSER T LAVATORY LEVEL T6 SURFACE MOUNTED SANITARY BOBRICK B-270 TOP AT 28" A.F.F. NAPKIN DISPOSAL B. SEMI—RECESSED PAPER TOWEL BOBRICK B-3942 TOP AT 59}¢" A.F.F. & WASTE RECEPTACLE T8 SURFACE MOUNTED PAPER BOBRICK B-3699 TOP AT 5%" A.F.F. TOWEL & WASTE RECEPTACLE CABINETS) TO MATCH ADJACENT SURFACE. ENLARGED NQM. MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN MANUFACTURERS STANDARD MOUNTING HEIGHTS ARE NOT PROVIDED. ALL ACCESSORIES IN ACCESSIBLE STALL TO COMPLY WITH MANUFACTURERS RECOMMENDED BARRIER FREE MOUNTING HEIGHTS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: ()REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. O UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. Oj 4'x8'xY4" PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 12" A.F.F. PAINT TO MATCH ADJACENT WALL. COVER ALL WALLS. O6' DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. O9 NEW HI -LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. F 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. 13 DOWNSPOUT LOCATION. - CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. GENERAL FINISH NOTES: Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO &830 LANE SANFORD FLORIDA, 32M Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM PLAN/ELEVS Revisions: Issue Date WUI 0-0 1 u CC - - XXX INDICATES FLOOR FINISH XX INDICATES WALL FINISH TO Q�D T6 TO BE DETERMINED BE DETERMINED OXX INDICATES BASE FINISH TO XXX INDICATES MISCELLANEOUS BE DETERMINED FINISH TO BE DETERMINED A. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING T INSTALLATION JOINT AND SEAM LAY -OUTS. B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. 7-e' woc C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE. ENLARGED D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. rT RESTROOM PLAN E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. A302 F. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. SCALE: 3/8"=1'-0" 6 G. GC TO HAVE MOISTURE TESTING DNE BEFORE INSTALLING CARPET ON NEW LIGHTWEIGHT CONCRETE ELEVATED SLABS ONLY. H. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. i. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH EXISTING. J. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. K. ELECTRICAL DEVICES & COVERS COLOR TO MATCH EXISTING. L. USE EPDXY PAINT ON ALL INTERIOR RESTROOM WALLS TO CREATE A WASHABLE SURFACE. M. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. N. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 0. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT COLOR TO MATCH EXISTING. P. G.C. TO PROVIDE NEW BLINDS AT NEW WINDOWS IN OFFICE AREA TO MATCH EXISTING. Q. ALL BULKHEADS ARE TO BE PAINTED SAME COLOR AS WALL. R. ALL FURNITURE AND WORKSTATIONS BY TENANT. Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO &830 LANE SANFORD FLORIDA, 32M Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED RESTROOM PLAN/ELEVS & BREAKROOM PLAN/ELEVS Revisions: Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By: '`f OF°Fto T e� C%. 07/19/2018 o°lvV '�TFRED Drawing Number. A302 i Project Number. 17291 8 A303 LLE113, fES TO :GREES RIBBED METAL PANEL T.O. C.M. +8'-0" 5 30 x . PAINTED TEXTURED C.M.0 WALL 2 I I 2 B.O. TILT WALL Ll --� I III—r--------- --- II II------�------�— I -- ��—�" --L—I ��—L-- -----------f1-i i—Ir — $-----------� i F UU L� U u 5 LIU METAL FRAME A303 ENCLOSURE ELEVATION ^"^"'"I CONCRETE T.O.pp CMU 8x8x16 NOM. CONCRETE MASONRY UNIT BOND BEAM GROUT CORES SOLID (TYP.) COPING DETAIL 0 SCALE: 1 1/2"=1'-0" 11] :8 # .1A, _ A303 — A3o3 0 SCALE 11"=V-0" 2 M GALV. STOPS I.D. GALV. E SLEEVES EMBEDED IN CONC. I , FEWrd -M PAP , 00 40 Im MrS IV, 0, 00 8x8x16 NOM.CONC MASONRYETE w `- %" I.D. GALV. PIPE SLEEVES EMBEDED IN CONC. f: METAL FRAME METAL m CONC. Y2" DIA. GALV. FRAME r BOLLARD BAR STOP WHINGE DETAIL 0 SCALE: 3/4"=1'-0" 3 T.O. CMU WALL ELEV. +8'-0" 8x8x16 NOM. CONCRETE MASONRY UNIT BOND BEAM STUCCO FINISH TO MATCH 77 PRINCIPAL STRUCTURE 8x8x16 NOM. CONCRETE MASONRY UNITS GROUT CORES SOLID, TYP. SEE STRUCTURAL DWGS FOR PLACEMENT GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: O REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. 0 UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. Oj 48'0/4" PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. 0 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. 0 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. t 3 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. PAINT SCHEDULE: NOTES: 1. PAINT ALL TILT CONCRETE PANELS TEXTURED 'XP1' UNLESS OTHERWISE NOTED. 2. PAINT ALL DOWNSPOUT GUARDS 'XP2'. 3. PAINT ALL INTERIOR BOLLARDS AND GUARDS SAFETY YELLOW. 4. PAINT ALL EXTERIOR BOLLARDS 'XP2'. 5. ALL EXTERIOR TILT CONCRETE TO BE TEXTURE COATED. 6. DIRECT METAL PRIMER TO BE USED ON ALL GALVANIZED METAL. 7. PAINT FIRE RISERS RED. 8. PAINT ALL EXTERIOR RAILINGS 'XP2'. 9. GUTTERS, DOWNSPOUTS, GUARDS AND GRAVEL STOPS TO BE PREFINISHED KYNAR WHITE. 10. CONTRACTOR TO PAINT ONE PANEL MOCK UP FOR APPROVAL. 11. PROVIDE TINTED PRIMER FOR ALL TEXTURED COATING APPLICATIONS. XP1 FIELD COLOR — COARSE TEXTURED SHERWIN WILLIAMS — SWxxxx — xxxx xxxxxx XP PRE FINISHED METAL BUILDING XP3 STONE VENEER TO BE DETERMINED INDICATES AREAS OF XP1 INDICATES AREAS OF XP2 CONCRETE SLAB SEE STRUCTURAL DWGS INDICATES AREAS OF XP2INDICATES AREAS OF XP3 A T.O. SLAB FINISH r j ELEV. +0'-0" GRADE - `► �� III! -� � �' COMPACTED EARTH No IE) STEEL REINFORCING SEE STRUCTURAL DWGS. CONCRETE FOOTING 2 WALL SECTION- SEE STRUCTURAL DWGS �01 0 SCALE: 3/4"=1'-0" 3 Owner: ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD FLORIDA, 0M Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: DUMPSTER DETAILS Revisions: Issue Date 3 Checked By 07/19/18 CC A303 T.O. C.M.0 1/2° I.D. caLv. •. PIPE SLEEVES PAINTED TEXTURED "_ °° C.M.0 WALLOIL 2 B.O. TILT WALL F. 0'-0" _LL rT� ENCLOSURE ELEVATION5 LATCH SCALE: 1 /4"-1'-0" 11] :8 # .1A, _ A303 — A3o3 0 SCALE 11"=V-0" 2 M GALV. STOPS I.D. GALV. E SLEEVES EMBEDED IN CONC. I , FEWrd -M PAP , 00 40 Im MrS IV, 0, 00 8x8x16 NOM.CONC MASONRYETE w `- %" I.D. GALV. PIPE SLEEVES EMBEDED IN CONC. f: METAL FRAME METAL m CONC. Y2" DIA. GALV. FRAME r BOLLARD BAR STOP WHINGE DETAIL 0 SCALE: 3/4"=1'-0" 3 T.O. CMU WALL ELEV. +8'-0" 8x8x16 NOM. CONCRETE MASONRY UNIT BOND BEAM STUCCO FINISH TO MATCH 77 PRINCIPAL STRUCTURE 8x8x16 NOM. CONCRETE MASONRY UNITS GROUT CORES SOLID, TYP. SEE STRUCTURAL DWGS FOR PLACEMENT GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. PLAN NOTES: O REFRIGERATOR/FREEZER PROVIDED BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O ABOVE COUNTER MICROWAVE BY TENANT. VERIFY ELECTRICAL REQUIREMENTS. O NEW SINK. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. 0 UPPER AND LOWER CABINETRY. O5 COPIER/PRINTER/FAX LOCATION. VERIFY ELECTRICAL REQUIREMENTS WITH TENANT. O SEMI—RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. Oj 48'0/4" PLYWOOD FIRE—TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. 0 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP AND PAINT SAFETY YELLOW. SEE DETAIL ON SHEET A401. 0 NEW HI—LO DRINKING FOUNTAINS. SEE PLUMBING PLANS. 10 NEW JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 WATER HEATER LOCATION. SEE PLUMBING DRAWINGS. 12 DISHWASHER. SEE ENGINEERING DRAWINGS. t 3 DOWNSPOUT LOCATION. — CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER. 14 FIRE RISER. 15 WALL OR COLUMN MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 4A20BC FOR EVERY 3000 SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5'-0" ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" ABOVE THE FLOOR. PAINT SCHEDULE: NOTES: 1. PAINT ALL TILT CONCRETE PANELS TEXTURED 'XP1' UNLESS OTHERWISE NOTED. 2. PAINT ALL DOWNSPOUT GUARDS 'XP2'. 3. PAINT ALL INTERIOR BOLLARDS AND GUARDS SAFETY YELLOW. 4. PAINT ALL EXTERIOR BOLLARDS 'XP2'. 5. ALL EXTERIOR TILT CONCRETE TO BE TEXTURE COATED. 6. DIRECT METAL PRIMER TO BE USED ON ALL GALVANIZED METAL. 7. PAINT FIRE RISERS RED. 8. PAINT ALL EXTERIOR RAILINGS 'XP2'. 9. GUTTERS, DOWNSPOUTS, GUARDS AND GRAVEL STOPS TO BE PREFINISHED KYNAR WHITE. 10. CONTRACTOR TO PAINT ONE PANEL MOCK UP FOR APPROVAL. 11. PROVIDE TINTED PRIMER FOR ALL TEXTURED COATING APPLICATIONS. XP1 FIELD COLOR — COARSE TEXTURED SHERWIN WILLIAMS — SWxxxx — xxxx xxxxxx XP PRE FINISHED METAL BUILDING XP3 STONE VENEER TO BE DETERMINED INDICATES AREAS OF XP1 INDICATES AREAS OF XP2 CONCRETE SLAB SEE STRUCTURAL DWGS INDICATES AREAS OF XP2INDICATES AREAS OF XP3 A T.O. SLAB FINISH r j ELEV. +0'-0" GRADE - `► �� III! -� � �' COMPACTED EARTH No IE) STEEL REINFORCING SEE STRUCTURAL DWGS. CONCRETE FOOTING 2 WALL SECTION- SEE STRUCTURAL DWGS �01 0 SCALE: 3/4"=1'-0" 3 Owner: ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD FLORIDA, 0M Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: DUMPSTER DETAILS Revisions: Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By- OF y:OF Ft O M,STRgA( q° 8 ° 9 246 e °0 ° CSS°. 7/19 a �� FRED ARG Drawing Number: A303 Project Number: I 17291 I I I I i GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL FIRE SMOKE BARRIER SIGNS. V GALVANIZEE PIPE BOLLARD 1' CONCRETE CROWN WITH BROOM FINISH 0 EXTERIOR LOCATIONS— PO Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 830 LANE SANFORD FLORIDA, RM Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: WALL SECTIONS Revisions: Issue Date Drawn By Checked By 7/16 POINTED FRAMING CC CMS SCREW PFD716 024" O.C. MAX SEALANT AND BACKER ROD -Y4 PIN 0 24' O.C. THERMAL BATT INSULATION io 77 io OL B.O. ACT TILE B.O. ACT TILE 1k B.O. ACT TILE SEE RCP SEE RCP SEE RCP SUSPENDED ACOUSTIC SUSPENDED ACOUSTIC SUSPENDED ACOUSTIC CEILING TILE CEILING TILE CEILING TILE 3%' 25 GA. STEEL 5/8' GYPSUM WALL BOARD STUDS AT 16' O.C. 3%- 25 GA. STEEL 1 LAYER THERMAL INSULATION. STUDS AT 24' O.C. ' TYPE 'X' SHALL VERIFY STUD �SITGAUGE, GYPSUM WALL BOARD AND FREQUENCY MEET MANUFACTURER'S SPAN LIMITATION FOR HEIGHT, L/120 DEFLECTION AND 5 PSF LATERAL LOAD 6' 18 GA. STEEL STUD 0 24O.C. 3%' 25 GA. STEEL SOUND BATT INSULATION STUDS AT ' O.C. 3%' 25 GA. STEEL 5/8' GYPSUM WALL BOARD STUDS AT 24' O.C. 1 LAYER THERMAL INSULATION. ' TYPE 'X' GYPSUM WALL BOARD ' TYPE 'X' SOUND BATT INSULATION GYPSUM WALL BOARD OFFICE WAREHOUSE 3(6 POINTED FRAMING SCREW POINTED FRAMING SCREW PFD716 0 24' O.C. MAX. PFD716 0 24' O.C. MA). NEW WALL BASE SEE FINISH SCHEDULE NEW WALL BASE SEE FINISH SCHEDULE Y4' PIN 0 24' O.C. 7/16 POINTED FRAMING NEW FLOOR FINISH. NEW FLOOR FINISH. PFD716 024' O.C. SEE FINISH SCHEDULE. SEE FINISH SCHEDULE.SCREW MAX EXISTING FLOOR NEW FLOOR SLAB EXISTING FLOOR SU16 SLAB N. WALL SECTION 2 WALL SECTION_ rT WALL SECTION- 1\A401A401 A401 E D SCALE: 1"=1'-0" 2 D SCALE: 1"=1'-0" 2 D SCALE: 1"=1'-0" 2 V GALVANIZEE PIPE BOLLARD 1' CONCRETE CROWN WITH BROOM FINISH 0 EXTERIOR LOCATIONS— PO Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 830 LANE SANFORD FLORIDA, RM Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: WALL SECTIONS Revisions: Issue Date Drawn By Checked By 07/19/18 CC CMS Certified By.- OF y:OF Ft P i9 ` M• TRA/V 0 91 e ti tnG' e 0 /20 s�FREo Drawing Number. A401 Project Number. 17291 i 00 30 min forward %" GYPSUM WALL BOARD RUNNER CHANNEL HOLLOW METAL DOOR FRAME 14 HEAD DETAIL H2 DOOR AND FRAME- SCHEDULE CD z w op o O M ROOM NUMBER AND NAME DOOR B. FRAME LABEL HOLLOW HARDWARE A A A A A A THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 SECURITY INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED REMARKS SIZE DOORS. (/) Z Z O ¢ > LLI _J LLi `n (/) CD Q UJ ¢ M = (n Z M Z O a �i _J w `n (/) CD DETAILS O a -u > U) F- > a. w C 7 Z _ _ \ _ � O U ` �j X w Y U O _J O ~ cn w (n O -J U Lj M l.-: (n w = F- 3:: Lv j � w Y U O0 CD Q M w o � Of Q U ABBREVIATIONS ST = STAINED BA = BRONZE ANODIZED HM = HOLLOW METAL CLA = CLEAR ANODIZED WD =WOOD PT =PAINT W = WIRE GLASS PF = PRE -FINISHED INS = INSULATED GLASS CC = CLEAR T = TEMPERED GLASS PR = PAIR F = FIRE RATE TEMPERED GLASS = I- o � = C 7 Lw _ to w Y U = ¢ � W ¢ L� z m ¢ -� J V) 100 100 - RECEPTION PRS—On 7'-0" 14' AL CIA D3 T AL CLA F2 — * * — — B-1 P-1 — L-2 — D-1 — W-1 — — — H. 101 101 — CONF. RM. 3'-0" 7'-0" 1%4' HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-2 S-1 — — — — — — 102 102 — STORAGE 3'-0" 7'-0' 14" HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-3 S-1 — — — — — — 103 103 — RESTROOM 3'-0" 7'-0' 14" HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-4 S-1 — — — - — — 104 104 — RESTROOM 3'-0" 7'-0' 14' HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-4 S-1 — — — — — — 105 105 — BREAKROOM 3'-0" 7'-0" 14" HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-2 S-1 D-1 — W-1 — — — 106 106 — OFFICE 3'-0" 7'-0" 14' HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-2 S-1 - — — — — — 107 107 — OFFICE 3'-0' 7'-0" 14" HM PT 01 - HM PT F5 — H1 J1 — — B-1 — — L-2 S-1 — — — — — — 108 108 — MECH. 3'-0" 7'-0" 14' HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-3 S-1 D-1 — W-1 — — — 109 109 — RESTROOM 3'-0" 7'-0" 14" HM PT D1 — HM PT F5 — H1 J1 — - B-1 — — L-4 S-1 — — - — — — 110 110 — RESTROOM 3'-0" 7'-0" 14" HM PT D1 — HM PT F5 — H1 J1 — — B-1 - — L-4 S-1 — — — — — — 111 111 — OFFICE 3'-0" 7'-0" 14" HM PT D1 — HM PT F5 — H1 J1 - — B-1 — — L-2 S-1 — — — — — — 112 112 — OFFICE 3'-0" 7'-0' 14' HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-2 S-1 — — — — — — 113 113 — OFFICE 3'-0" 7'-0" 14" HM PT D1 — HM PT F5 — H1 J1 — — B-1 — - L-2 S-1 — — — — — — 114 114 — OFFICE 3'-0" 7'-0" 14" HM PT D1 — HM PT F5 — H1 J1 — - B-1 — — L-2 S-1 I — — — — — — 115A 1 115 — HALLWAY 3'-0" 7'-0" 1Y4" HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-1 S-1 D-1 — W-1 — — — 1158 115 — HALLWAY 3'-0" 7'-0" 1N' AL CLA D2 — AL CLA F5 — H1 J1 — — B-1 — — L-2 S-1 D-1 — W-1 — — — 1000 1000 — FIRE RISER 3'-0" 7'-0" 14" HM PT D1 — HM PT F5 — H1 J1 — — B-1 — — L-2 S-1 — — W-1 — — — 2000A 2000 — WAREHOUSE 3'-0" 7'-0' 14" HM PT D1 - HM PT F5 — * * — — B-1 — — L-6 S-1 D-1 — W-1 — — — 20006 12000 — WAREHOUSE 3'-0" 7'-0" 14" HM I PT D1 — HM PT F5 — * * — — B-1 — — L-6 S-1 D-1 — W-1 — — — 2000C 2000 — WAREHOUSE 3'-0' 7'-0" 1)/4' HM PT D1 — HM PT F5 — B-1 — — L-6 S-1 D-1 — W-1 — — — BLD106 106 — OFFICE 5'-6" 5'-6" 14" WD PF — — — — F6 — H2 J2 — — — — — — — — — — — — — BLD107 107 — OFFICE 5'-6" 5'-6" 14" WD PF — — — — F6 — H2 J2 — — — — — — — — — — — — — BLD111 111 — OFFICE 5'-6" 5'-6" 14' WD PF — — — — F6 — H2 J2 — — — — — — — — — — — — — BLD112 112 — OFFICE 5'-6" 5'-6" 14" WD PF — — - — F6 — H2 I J2 — — — — — — — — — — — — — BLD113 113 — OFFICE 5'-6" 5'-6" 14" WD PF — - — — F6 — H2 J2 — — — — — — — — — — — — — BLD114 114 — OFFICE 5'-6" 5'-6" 14 WD PF — — — — F6 — H2 J2 — — — — - — — — — — — — — %• GYPSUM WALL BOARD RUNNER CHANNEL HOLLOW METAL DOOR FRAME W5% FLUSH WOOD OR HOLLOW METAL DOOR HEAD- DETAIL H1 g" GYPSUM WALL BOARD HOLLOW METAL DOOR FRAME FLUSH WOOD OR %" GYPSUM — HOLLOW METAL DOOR WALL BOARD RUNNER CHANNEL JAMB DETAIL J1 F1 1-i c-11 0-U 07/19/18 B. 1 HOLLOW 7 i O 14--lL A A A A A A THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 METAL INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED O FRAME DOORS. B A D. THE MANUAL RELEASE DEVICE SPECIFIED ABOVE SHALL BE READILY ACCESSIBLE AND CLEARLY F1 F2 c c M ' 9 E M 48 min 6 max 17-2 n X (b) (a) (b) parallel elevation plan HOLLOW METAL DOOR FRAME KUNNLK CHANNEL JAMB DETAIL J2 1-i c-11 0-U 07/19/18 B. 1 AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL 7 i O 14--lL A A A A A A THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED O A B DOORS. B A D. F2 c c M ' 9 E M 48 min 6 max 17-2 n X (b) (a) (b) parallel elevation plan HOLLOW METAL DOOR FRAME KUNNLK CHANNEL JAMB DETAIL J2 ■ 3'-0' N " t0 � I N co HOLLOW N O METAL FRAME — N 0 0 ■ Z ■ N + N I co M 8' s• IN MAX DRINKING FOUNTAIN DETAIL EMMI 0 SCALE: 1/2"=1'-0• 4 5'-2- 41 1 F3 F4 F5 F6 DOOR AND FRAME ELEVATIONS 1/4' = 1' co Eri F - M :i' r (a) 10 max 10 max > 10-24 max (a) (b) ACCESSIBILITY DETAILS 0 SCALE: 1/4"=1'-0" $ SEE SCHED. SEE SCHED. D1 GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL ARE SMOKE BARRIER SIGNS. HARDWARE SCHEDULE HINGES/PIVOTS DES. QTY. TYPE MODEL # FINISH BRAND B-1 3/LEAF HINGES FBB179 US26D STANLEY LATCH—FUNCTION DES. QTY. TYPE MODEL # FINISH BRAND L-1 1 PASSAGE—NON LOCKING D SERIES US26D SCHLAGE L-2 1 OFFICE D SERIES US26D SCHLAGE L-3 1 STORAGE D SERIES US26D SCHLAGE L-4 1 PRIVACY D SERIES US26D SCHLAGE L-5 1 CLASSROOM D SERIES US26D SCHLAGE L-6 1 RIM CYLINDER W/ THUMB TURN D SERIES US26D SCHLAGE STOP DES. QTY. TYPE MODEL # FINISH BRAND S-1 1/LEAF FLOOR STOP 3310 US26D DCI CLOSER DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE MTD. CLOSER 7700 US26D NORTON MISCELLANEOUS DES. QTY. TYPE MODEL # FINISH BRAND M-1 1/LEAF KICK PLATE 8"04" US32D HIAWATHA M-2 1 SINGLE CYLINDER DEADBOLT US26D SCHLAGE WEATHER STRIP DES. QTY. TYPE MODEL # FINISH BRAND W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. AND THRESHOLD PUSH PULL DES. QTY. TYPE MODEL # FINISH BRAND P-1 1 PUSH PLATE 30S 26D HAGER 1 PULL HANDLE 30E 26D HAGER DOOR SCHEDULE NOTES: . nv�ivl nln mlvwm vIYWL /lVn LLt LI\ I W\UnN\L IV r"" VII 01r%14LLI IRIM rRVrILL IOU — - BRUSHED CHROME FINISH. j 2. COORDINATE KEYING LOCK SETS WITH TENANT. 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. Ld 5. VERIFY SECURITY HARDWARE WITH TENANT. W 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL. N \ 7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI—GLOSS ENAMEL TO MATCH ADJACENT t WALL COLOR. 8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE B SUBSTITUTED AT OWNERS REQUEST. U. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. D2 10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES. 11. SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NFPA 101 7.2.1.6.2 AND FLORIDA BUILDING CODE 1008.1.3.4 FOR ACCESS—CONTROLLED DOORS. IF REQUESTED, SECURITY VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: A. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON Drawn By DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TO THE SENSOR. 1 07/19/18 B. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL 7 i O 14--lL A A A A A A THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED ■ 3'-0' N " t0 � I N co HOLLOW N O METAL FRAME — N 0 0 ■ Z ■ N + N I co M 8' s• IN MAX DRINKING FOUNTAIN DETAIL EMMI 0 SCALE: 1/2"=1'-0• 4 5'-2- 41 1 F3 F4 F5 F6 DOOR AND FRAME ELEVATIONS 1/4' = 1' co Eri F - M :i' r (a) 10 max 10 max > 10-24 max (a) (b) ACCESSIBILITY DETAILS 0 SCALE: 1/4"=1'-0" $ SEE SCHED. SEE SCHED. D1 GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY TENANT. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. SAVE ALL REMOVED ITEMS FOR OWNER, PER OWNER'S DIRECTION, UNLESS OTHERWISE SPECIFIED. R. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. S. NEW MECHANICAL RTU LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED, PER MANUF. STANDARDS. T. ALL EXISTING FIRE WALLS THAT HAVE BEEN PARTIALLY REMOVED ABOVE THE CEILING MUST BE DEMOLISHED COMPLETELY. REMOVE ALL ARE SMOKE BARRIER SIGNS. HARDWARE SCHEDULE HINGES/PIVOTS DES. QTY. TYPE MODEL # FINISH BRAND B-1 3/LEAF HINGES FBB179 US26D STANLEY LATCH—FUNCTION DES. QTY. TYPE MODEL # FINISH BRAND L-1 1 PASSAGE—NON LOCKING D SERIES US26D SCHLAGE L-2 1 OFFICE D SERIES US26D SCHLAGE L-3 1 STORAGE D SERIES US26D SCHLAGE L-4 1 PRIVACY D SERIES US26D SCHLAGE L-5 1 CLASSROOM D SERIES US26D SCHLAGE L-6 1 RIM CYLINDER W/ THUMB TURN D SERIES US26D SCHLAGE STOP DES. QTY. TYPE MODEL # FINISH BRAND S-1 1/LEAF FLOOR STOP 3310 US26D DCI CLOSER DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE MTD. CLOSER 7700 US26D NORTON MISCELLANEOUS DES. QTY. TYPE MODEL # FINISH BRAND M-1 1/LEAF KICK PLATE 8"04" US32D HIAWATHA M-2 1 SINGLE CYLINDER DEADBOLT US26D SCHLAGE WEATHER STRIP DES. QTY. TYPE MODEL # FINISH BRAND W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. AND THRESHOLD PUSH PULL DES. QTY. TYPE MODEL # FINISH BRAND P-1 1 PUSH PLATE 30S 26D HAGER 1 PULL HANDLE 30E 26D HAGER DOOR SCHEDULE NOTES: . nv�ivl nln mlvwm vIYWL /lVn LLt LI\ I W\UnN\L IV r"" VII 01r%14LLI IRIM rRVrILL IOU — - BRUSHED CHROME FINISH. j 2. COORDINATE KEYING LOCK SETS WITH TENANT. 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. Ld 5. VERIFY SECURITY HARDWARE WITH TENANT. W 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL. N \ 7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI—GLOSS ENAMEL TO MATCH ADJACENT t WALL COLOR. 8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE B SUBSTITUTED AT OWNERS REQUEST. U. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. D2 10. VERIFY WALL THICKNESS BEFORE ORDERING H.M. FRAMES. 11. SECURITY HARDWARE VENDOR WHEN SELECTED SHALL COMPLY WITH NFPA 101 7.2.1.6.2 AND FLORIDA BUILDING CODE 1008.1.3.4 FOR ACCESS—CONTROLLED DOORS. IF REQUESTED, SECURITY VENDOR WILL SUBMIT DOCUMENTATION CONFIRMING THE FOLLOWING: A. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL- 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO �i 630 LANE SANFORD FLORIDA, 32171 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ESCHEDULE, ELEVATIONS, AND DETAILS Revisions: Issue Date Drawn By DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TO THE SENSOR. 1 07/19/18 B. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF TRAVEL C. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET OF THE SECURED DOORS. D. THE MANUAL RELEASE DEVICE SPECIFIED ABOVE SHALL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS: PUSH TO EXIT. E. WHEN OPERATED, THE MANUAL RELEASE DEVISE SHALL RESULT IN DIRECT INTERRUPTION OF THE POWER TO THE LOCK — INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS — AND THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. E F. ACTIVATION OF THE BUILDING FIRE—PROTECTION SIGNALING SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. G. THE ACTIVATION OF MANUAL FIRE ALARM BOXES THAT ACTIVATE THE BUILDING FIRE PROTECTIVE MEN SIGNALING SYSTEM SPECIFIED IN 16 ABOVE SHALL NOT BE REQUIRED TO UNLOCK THE DOORS. H. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, J SHALL AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF EGRESS, AND THE DOORS SHALL NOT IN REMAIN UNLOCKED UNTIL THE FIRE—PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. PICTOGRAM I. ENTRANCE DOORS IN THIS BUILDING SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING FIELD PERIODS THAT THE BUILDING IS OPEN. Owner. ACS CONSTRUCTION ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL- 407.363.6136 M26001097 ®Copyright 2018 Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO �i 630 LANE SANFORD FLORIDA, 32171 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ESCHEDULE, ELEVATIONS, AND DETAILS Revisions: Issue Date Drawn By Checked By 07/19/18 CC CAIS Certified By: P� oF FOR y�e K M. TRgN a e 0 19/20 �V h'ED AR Drawing Number. A501 Project Number. 17291 1 STRUCTURAL NOTES VL CONCRETE REINFORCEMENT: BREVAT'ONS 1. GOVERNING CODES: A. Reinforcing steel bars shall be Grade 60 (60 KSI ASTM A615) steel and tied with drawn steel wire. (NOT ALL ARE USED) pai. oundations, block fill, slab -on -grade d) Expansion Anchor- SIMPSON STRONG -TIE `STRONG -BOLT 2 -(ICC -ES ESR -3037) B. Maximum Slump: 4" (+/- 1") for all concrete, except use 8"-11' for filling cells in block. Fly ash, if used, shall not exceed 20% by weight of total cementitious content. Slump limits shall be strictly adhered to. C. The concrete shall contain the maximum size aggregate permitted by ACI Code up to 3/4" maximum. The guidelines for maximum aggregate size are not greater than 1/5 the narrowest opening in the forms, and/or 1/3 the depth of the slab. D. Concrete formwork: Concrete formwork shall be in a clean condition for use as finished surface forms. Forms shall not be removed until the concrete is of sufficient strength to support its own weight and proposed construction loads. E. Minimum Concrete Cover. Concrete permanently exposed to earth = 3 inches. Concrete exposed to earth or weather =1-1/2 inches Concrete not exposed to earth or weather = 3/4 inches - F. Concrete must be batched, mixed, and transported in accordance with The Specifications for Ready -Mixed Concrete ASTM C94. Concrete shall be placed with -in 90 minutes of batch time. G. Expansion and Contraction Joints: Floor (contraction) joints shall be saw cut or prefabricated at a maximum spacing of 2 to 3 times the slab thickness in feet (i.e. 8'-12' o/c for a 4' thick slab). These contraction joints shall be approximately 1/8" wide and extend to a minimum depth of 1/4 the slab thickness. A 1/4" perimeter expansion (isolation) joint shall be used at floors adjoining walls and around all columns. These isolation joints shall be formed by installing an asphalt impregnated fiber sheet that extends the entire thickness of the slab. H. The concrete supplier shall provide mix designs of all concrete used in structural applications clearly identifying their intended use (i.e. "slab -0n -grade"). 1. When pouring against earth, the embankment shall be wetted first and all pours on direct sun days will be misted at least twice following initial set. Isolation joints shall be provided at all columns and expansion felt at the perimeter of the slab. 1 Finish on the surface of floor shall be machined troweled followed by hand finishing as required. K. Exterior walks and parking areas to be light brushed finished. L. Curing of concrete shall be in accordance with ACI 318. M. Provide 6 mil vapor barrier at slab on grade areas. Provide seam tape and pipe boots at all penetrations. AB This design is based on the following codes. AFF ABOVE FINISH FLOOR ARCH . ARCHITECT(URAL) B. Welded Wire Fabric shall conform to ASTM A185. A. Florida Building Code, Sixth Edition (2017). BRG BEARING CJ CONTRACTION JOINT (SLAB SAW GUT) C. Placement of reinforcing steel shall be as shown on plans and per the "Manual of Standard Practice for Detailing Reinforced Concrete B.- Building Code Requirements for Structural Concrete ACI 318 (2014 EDITION). GONG Structures% ACI 315 manual on placing steel reinforcing. C. Specification for the Design, Fabrication, and Erection of Structural Steel for Building, ASD Design method. D. Provide minimum lap splice of 48 bar diameters, but not less than 18 inches, for all reinforcing bars, unless noted otherwise. Stagger GOORD COORDINATE DIA splices in adjacent bars at least 24 inches, except in beams and columns. D. Structural Welding Code D1.1-D1.1M-2010. DWG DRAWING EA_ EACH E. Provide a minimum length of 16 bar diameters of standard hook wall reinforcement into footing or slab, unless noted otherwise. Length of . II. DESIGN LOADS: EL standard hook shall be 12 bar diameters. A. Wind load based on using the ASCE 7-10 "Minimum Design Loads for Buildings and Other Structures' methods of calculation for wind F. In wall footings, grade beams and bond beams, provide bent bars at corners and intersections of the same number and size as the straight EXT pressures and the following factors: (E) bars. FBG 1. Mean Roof Height of 20'-0' FF FINISHED FLOOR FS 2. Wind speed of 139 MPH (Vult). VII. FOUNDATIONS: GA 3. Exposure Category'C. A. - An allowable design soil bearing pressure of 2,000 PSF has been used. HG 4. Risk Category II, HORIZ HORIZONTAL HS 5. Internal Pressure Coefficient of +/- 0.18 ("Enclosed" building). B. The geotechnical engineer shall notify the engineer of record immediately of any discrepancies between the recommended design soil INT 6. This building is NOT IN A WIND BORNE DEBRIS REGION as defined by Florida Building Code. LL bearing pressure and the actual soil conditions. Changes necessary to the contract documents due to specific information in the LLBB LONG LEG BACK-TO-BACK LLH geotechnical report shall be considered additional services. B. Roof live load of 20 PSF with allowable load reductions based on area as outlined in the Florida Building Code. (N) NEW OG ON CENTER C. Contractor shall review the geotechnical report and make all site preparation in accordance to this document C. Roof dead load per metal building manufacturer. PLF POUNDS PER LINEAR FOOT PNL PANEL D. Fill material shall be clean soil, free of debris and organic material. Fill material shall be placed in one foot lifts and compacted to criteria not D. Roof collateral load (superimposed dead load) of 5 psf (includes wet sprinkler system). REQ less than 95% of its modified proctor density. E. Metal building horizontal drift E. Contractor shall coordinate all below grade piping routing with the foundations. No piping through the foundation shall be allowed. Refer to Sill STEEL JOIST INSTITUTE SOG civil drawings for minimum piping clearance below the foundations. SPECS 1. H/100 Metal Panel Walls SQ SQUARE F. Handrails and guard loads: 50 PLF linear load and 200 LB concentrated load anywhere along rail. F. Foundation walls retaining soil shall be braced until floor slabs are in place and reached their specified compressive strength. 111. SHOP DRAWINGS: Vlll. PRE-ENGINEERED METAL BUILDING: A. When shop drawings or submittals are required (1) electronic copy (combined PDF format) shall be submitted along with a transmittal. GC A. . The metal building shall be designed, fabricated and supplied by a manufacturer who: TW shall review submittals for subcontractor coordination items prior to our review. Contractor shall allow for (10) ten business days for shop TRANS 1. Has at least five years experience as a metal building fabricator. TYP . drawing and submittal review. The following shop drawings and/or submittals are required: UNO 2. Is in "good standing' with the "Metal Building Manufacturer's Association" (MBMA). VIF 1. Concrete mix design submittals of all concrete used in structural applications clearly identifying their intended use (i.e. VERT 3.1 currently a AISC approved fabricator, Category MB (or better) WL °slab -on -grade"). WV%/M WELDED WIRE MESH W/ 2. Complete metal building erection drawings shall be submitted for approval prior to fabrication, showing all anchor bolt settings, B. The metal building design shall be based on the same loading requirements as outlined under the "design loads' section of this foundation reactions, transverse cross sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory specification. The design of this building shall be performed by a registered Engineer licensed in the State of Florida. installation details. Design drawings shall be signed and sealed by a registered Engineer licensed in the State of Florida. 3. Concrete reinforcing layout shop drawings. C. Complete erection drawings shall be submitted for approval prior to fabrication, showing all anchor bolt settings, transverse cross sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. B. Special engineering components such as pre-engineered trusses and cold -formed steel systems shall be provided by a delegate registered professional engineer in the State of Florida who shall be the engineer of record of these special engineering components per the Florida D. The metal building design engineer shall submit loading which the metal building will impose on the building foundations and slabs. Administrative Code section 61G15-30.006. Signed and sealed drawings shall be submitted for review of general conformance with the design criteria specified by the engineer or record. E. Metal building manufacturer shall determine anchor bolt diameter. The Avanti Group, Inc. shall determine length and type of bolt. IV. DRAWINGS AND SPECIFICATIONS: F. Foundation design reactions have been shown in these drawings. If the metal building manufacturer determines reactions that are greater than these shown in the drawings, the Project Engineer shall be notified immediately. A. Do not scale these drawings for dimensions not given. Advise Project Architect of any conflicts between these drawings and the IX. POST -INSTALLED ANCHORS Architectural drawings. Verify all field conditions and confirm column locations in respect to building wall alignment prior to the start of work. The below Products are the design basis for this project. Substitution requests for products other than those listed below may be submitted by the contractor to the Engineer -of -Record (EOR) for review. Substitutions will only be considered for products having a code Report B. These drawings are to be used in combination with the architectural, mechanical, plumbing, electrical, and civil drawings. Refer to these recognizing the product for the appropriate application and project building code. Substitution submittals shall demonstrate that the other drawings for details that relate to structural components. substituted product is capable of achieving the equivalent performance values of the design basis product. C. These construction documents have been prepared from the most complete information available to the engineer. Al data on existing A. Adhesive Anchors (Epoxy): construction conditions are approximate & shall be verified prior to commencing work. 1. Into Concrete: Adhesive for rebar and anchors shall have been tested in accordance with ACI 355.4 and ICC -ES AC308 for cracked concrete and seismic applications. Pre -approved products include: D. The contractor shall comply with the manufacturer's instructions & recommendations to the extent -printed information are more detailed or a) HILTI HIT-HY 200 (ICC -ES ESR -3187) stringent than the requirements contained in the plans. b) SIMPSON STRONG -TIE -SET-XP- (ICC -ES ESR -2508) E. The plans show the location of all fixtures & equipment & are intended to convey the general intent of the work in scope & layout They are 2. Anchoring System shall utilize traditional preparation of the anchor hole (Blowing and brushing) per the manufactures requirements. not intended to show in minute detail all of the accessories intended for the purpose of execution of the work, but it is understood that such 3. Anchoring adhesive shall be a two-part component 100% solid epoxy based system supplied through a static -mixing nozzle details are part of this work. supplied by the manufacturer. This requirement shall be met regardless of which epoxy product or manufacturer that is used on this project. F. The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved shop drawings, 4. The threaded rods to be used in combination with Epoxy system shall be fabricated from steel meeting or exceeding the properties product data or supplemental details for such portion of the work. of ASTM A36. G. The Contractor is responsible for means and methods of construction to ensure the safety of the building until the structural system is B. Mechanical Anchors (Expansion/Screw Anchors): completed. The structural system is unstable until all connections have been made and all concrete has reached the minimum design 1. Into Concrete: Anchors shall have been tested in accordance with ACI 355.2 and ICC -ES AC 193 for cracked and seismic strength as specified in these drawings. applications. Adhesive anchors shall be installed by a certified adhesive anchor installer where designated on the contract documents. Pre -approved products include: V. CONCRETE: a) Screw Anchor- HILTI "KWIK HUS -EZ' (ICC -ES ESR 3027) b) Expansion Anchor- HILTI "KWIK BOLT TZ" (ICC -ES ESR 1917) A. Concrete strength requirement 1 3000 ' F c) Screw Anchor- SIMPSON STRONG -TIE "TITEN-HD" (ICC -ES ESR 2713) pai. oundations, block fill, slab -on -grade d) Expansion Anchor- SIMPSON STRONG -TIE `STRONG -BOLT 2 -(ICC -ES ESR -3037) B. Maximum Slump: 4" (+/- 1") for all concrete, except use 8"-11' for filling cells in block. Fly ash, if used, shall not exceed 20% by weight of total cementitious content. Slump limits shall be strictly adhered to. C. The concrete shall contain the maximum size aggregate permitted by ACI Code up to 3/4" maximum. The guidelines for maximum aggregate size are not greater than 1/5 the narrowest opening in the forms, and/or 1/3 the depth of the slab. D. Concrete formwork: Concrete formwork shall be in a clean condition for use as finished surface forms. Forms shall not be removed until the concrete is of sufficient strength to support its own weight and proposed construction loads. E. Minimum Concrete Cover. Concrete permanently exposed to earth = 3 inches. Concrete exposed to earth or weather =1-1/2 inches Concrete not exposed to earth or weather = 3/4 inches - F. Concrete must be batched, mixed, and transported in accordance with The Specifications for Ready -Mixed Concrete ASTM C94. Concrete shall be placed with -in 90 minutes of batch time. G. Expansion and Contraction Joints: Floor (contraction) joints shall be saw cut or prefabricated at a maximum spacing of 2 to 3 times the slab thickness in feet (i.e. 8'-12' o/c for a 4' thick slab). These contraction joints shall be approximately 1/8" wide and extend to a minimum depth of 1/4 the slab thickness. A 1/4" perimeter expansion (isolation) joint shall be used at floors adjoining walls and around all columns. These isolation joints shall be formed by installing an asphalt impregnated fiber sheet that extends the entire thickness of the slab. H. The concrete supplier shall provide mix designs of all concrete used in structural applications clearly identifying their intended use (i.e. "slab -0n -grade"). 1. When pouring against earth, the embankment shall be wetted first and all pours on direct sun days will be misted at least twice following initial set. Isolation joints shall be provided at all columns and expansion felt at the perimeter of the slab. 1 Finish on the surface of floor shall be machined troweled followed by hand finishing as required. K. Exterior walks and parking areas to be light brushed finished. L. Curing of concrete shall be in accordance with ACI 318. M. Provide 6 mil vapor barrier at slab on grade areas. Provide seam tape and pipe boots at all penetrations. AB ANCHOR BOLT AFF ABOVE FINISH FLOOR ARCH . ARCHITECT(URAL) BLDG BUILDING BRDG BRIDGING BRG BEARING CJ CONTRACTION JOINT (SLAB SAW GUT) GL GENTERLINEMASONRYGMU < 500 SQ FT CONCRETE MASONRY UNIT GONG CONCRETE CONN CONNECTIONTI CONT CONNUOUS GOORD COORDINATE DIA DIAMETER DL DEAD LOAD DWG DRAWING EA_ EACH EF EACH FACE ENG ENGINEER EL ELEVATION EQ EQUAL EW EACH WAY EXT EXTERIOR (E) EXISTING FBG FLORIDA BUILDING CODE FF FINISHED FLOOR FS FAR SIDE FTG FOOTING GA GAIJGE GG GENERAL CONTRACTOR HG HOLLOW -GORE HORIZ HORIZONTAL HS HEADED STUD HSS HOLLOW STRUCTURAL SECTION INT INTERIOR LL LIVE LOAD LLBB LONG LEG BACK-TO-BACK LLH LONG LEG HORIZONTAL L.LV LONG LEG VERTICAL. (N) NEW OG ON CENTER PAF POWDER AGTUATED FASTENERS) PL PLATE PLF POUNDS PER LINEAR FOOT PNL PANEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH REQ REQUIRED SDI STEEL DECK INSTITUTE SIM SIMILAR Sill STEEL JOIST INSTITUTE SOG SLAB ON GRADE SPECS SPECIFICATIONS SQ SQUARE STD STANDARD STL STEEL TOB TOP OF BEAM TOF TOP OF FOOTING TOS TOP OF STEEL TOW TOP OF WALL TW TOP AND BOTTOM TRANS TRANSVERSE TYP . TYPICAL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELDCA VERT VERTIL WL WIND LOAD WV%/M WELDED WIRE MESH W/ WITH WIND ZONES ON STRUCTURE POSITIVE WIND PRESSURE ON GLAZING $_ WALL COMPONENTS NEGATIVE WIND PRESSURE ON GLAZING �t WALL COMPONENTS POS PRESSURE POS PRESSURE POS PRESSURE POS PRESSURE POS PRESSURE LOCATION ON BUILDING <:20 SQ FT < 50 SQ FT < 100 SQ FT a 44.7 < 10 SQ FT < 20 SCQ FT < 50 SQ FT < 100 SQ FT < 500 SQ FT 67-5 FIELD AREA a 41.0 39.2 37-5 . 35.8 30.7 CORNER AREA a 41.0 39.2 375 35.8 30.7 NEGATIVE WIND PRESSURE ON GLAZING �t WALL COMPONENTS ROOF WIND UPLIFT PRESSURES ZONE NEG PRESSURE NEG PRESSURE NEG PRESSURE NEG PRESSURE NEG PRESSURE LOCATION ON BUILDING <:20 SQ FT < 50 SQ FT < 100 SQ FT a 44.7 < 10 SQ FT < 20 SQ FT < 50 SQ FT < 100 SQ FT < 500 SQ FT 67-5 FIELD AREA 485 44.4 42.7 41.0 39.2 34.1 CORNER AREA 54.03 512 46.1 42.7 34.1 ROOF WIND UPLIFT PRESSURES ZONE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE DMS < 10 SQ FT <:20 SQ FT < 50 SQ FT < 100 SQ FT a 44.7 44.7 42.8 41.0 75.1 67-5 56.1 485 113.0 94.0 675 485 GENERAL NOTES: WIND LOADS ARE BASED ON A5GE 7-10 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' USING THE FOLLOWING GRITERA 1. DESIGN GRITERIA WIND SPEED. Vult = 139 MPH (ULTIMATE), Vasd = 108 MPH (NOMINAL). BUILDING RISK CATEGORY II. 'ENCLOSED' BUILDING CLASSIFICATION (GGpI = +/- 0.18). BUILDING EXPOSURE GATEGORY'C. MEAN ROOF HEIGHT I P55 THAN 20-0. ROOF ANGLE OF LESS THAN 7 DEGREES. 2. ALL WIND PRESSURES SHOWN ABOVE ARE IN PSF (LB/SQ FT). 3. NOTE WIND PRESSURES SHOWN ARE "ULTIMATE' AND GAN_ BE CONVERTED - TO NOMINAL (ASD) BY MULTIPLYING BY O.G. 4. WALL WIND PRESSURES SHOWN HAVE BEEN REDUCED 10916 SINGE ROOF ANGLE LESS THAN 10 DEGREES PER ASCE 7-10. S. GROSS PRESSURES ARE FOR WINDOWS, DOORS, VENEER ROOFING, ROOFING ACCESSORIES AND OTHER BUILDING COMPONENTS AND CLADDING. G. GROSS PRESSURES SHALL BE LINEARLY INTERPOLATED FOR (A) NOT SHOWN IN TABLE. 7. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED SURFACE. NEGATIVE PRESSURES INDICATE PRESSURES ACTING AWAY FROM A PROJECTED SURFACE. S. JOIST/TRU55 NET UPLIFT LOAD COMBINATION IS O.GD + O.GW. W IS AS SHOWN ABOVE AND 'D" =12 PSF. 9. WIND PRESSURE TABLES ARE BASED ON FBG SIXTH EDITION (2017) /ASCE 7-10 ULTIMATE WIND SPEEDS. 10. BUILDING IS NOT IN A WIND-BORNE DEBRS REGION. W 1345 N. Falkenburg Rd. IE Tampa, Florida 33619 �AVANTI ® P (813) 655-2884 www.avantitampq.com COCISUI+ FLORIDA CERTIFICATE OF consulting engineers FLORIDA No. 26537 Project, AEROLANE INDUSTRIAL BUILDING - CONSTRUCTION W- CONSTRUCTION 600 AERO A 630 LANE SANFORD, FL 32771 Scope Drawings, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall fumish all items required for the proper execution and completion of the work. Drawing Title, STRUCTURAL NOTES AND WIND PRESSURES Revisions, Issue Date Drawn By Checked By 07/23/18 NM DMS Certified By, SC 313 018 -:lipt 23 S A EOF ��` .A, R 1 O P GN�� . DAVtU,, P.E.FLOI�i ,A !`ft 033131 (NOT VALID WITHOUT SEAL) Drawing Numbers S001 Project Number, 17291 TENANTi GONG FILLED 6" DIA STEEL PIPE BOLLARD W/ DOME TOP $ (2) GOATS OF PAINT (COLOR (� PER ARCH) GONG SLAB OR PAVING PER PLAN CONTRACTION JOINT X WIDE SAW GUT TO BE MADE NO LATER THAN 24 HOURS AFTER PLACEMENT OF CONCRETE SLAB. GUT SHALL BE MIN SLAB THICKNE55/4 IN DEPTH (IE 1" FOR A 4" THICK SLAB) m ,TOP OF SLAB Q Q .47 ,. 4. a a s BOLLARD CONTRACTION JOINT 00 SCALE: 3/8"= T-0' 00 SCALE: 11/7 - T -O" Avanti Project No. 18-056 W 1345 N. Falkenburg Rd. Tampa, Florida 33619 .-AVANTI ® P (813) 655-2884 www.avantitampa.com FLORIDA CERTIFICATE OF consulting engineers AUTHORIZATION No. 26537 ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 OCopAht 2019 Project, AEROLANE INDUSTRIAL BUILDING NEW CONSTRUCTION 600 AERO A 630 LANE SANFORD, FL 32771 Scope Drawings, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title, DUMPSTER DETAILS Revisions Issue Date Drawn By Checked By 07/23/18 NM DMS Certified By. scly c J� .•��� C NS C�-. 3�Q'' N 3131 F - •" S T O F ' DAVtV, � P.E FLOF`dbAQ59!l* &31 (NOT VALID WITHOUT SEAL.) Drawing Number, S002 Project Number, 17291 4' - 1 2 3 4 5 6 FOUNDATION PLAN SCALE: 1/8" -1'—O" STEEL BOLLARD PER DETAIL 5/5002 1 l I I FOUNDATION NOTES 1. REFER TO STRUCTURAL NOTES FOR SOIL COMPACTION REQUIREMENTS. REINFORGING 'CHARS' ARE REQUIRED PER FLORIDA BUILDING CODE. 2. THE CONGRETE SLAB SHALL BE CAST ON A VAPOR BARRIER (6 MIL MIN THICKNESS) ON WELL -COMPACTED, GLEAN, TERMITE -TREATED FILL. SLAB CURING IS REQUIRED. 3. THE CONCRETE SLAB ON GRADE HAS NOT BEEN SPECIFICALLY DESIGNED TO SAFELY SUPPORT ANY CRANE LOADS. IF USED AS SUCH, SUBMIT SIGNED AND SEALED GALCULATIONS VERIFYING SLAB'S CAPACITY TO BE UTILIZED IN SUCH A MANOR 4. CENTERLINES OF WALLS AND COLUMNS SHALL COINCIDE WITH THE FOUNDATION GENTERL.INES, UNLESS SPECIFICALLY SHOWN OTHERWISE. 5. ELEVATIONS SHOWN ON THESE PLANS REFER TO C-0 REFERENCE ELEVATION (TOP OF GROUND FLOOR SLAB). 6. SEE DRAWING 5001 FOR STRUCTURAL NOTES. 7. VERIFY ALL DIMENSIONS, ELEVATIONS, SLAB STEPS AND SLAB FINISHES WITH BUILDING DRAWINGS PRIOR TO COMMENCING CONSTRUCTION. FOR ADDITIONAL DIMENSIONAL INFORMATION NOT GIVEN HERE, REFER TO BUILDING DRAWINGS. 8. SLAB ON GRADE CONTRACTION JOINTS (GJ) SHALL BE TOOLED OR SAWGUT WITHIN 6 HOURS OF POURING. SEE DETAIL V5201. JOINT PATTERN SHALL BE SHOWN ON PLAN. 9. SIDE FORMS SHALL BE USED FOR ALL FOOTINGS UNLESS IT CAN BE DEMONSTRATED THAT SOILS ARE STABLE ENOUGH TO MAINTAIN VERTICAL 'FORM -GUT' DURING CONSTRUCTION. INSPECTOR TO VERIFY AND ADVISE. 10. SEE 1/5201 FOR CONSTRUCTION JOINT DETAILS (SLAB GOLD JOINTS, IF NEEDED.) 11. SEE SHEET 5002 FOR DUMPSTER DETAILS. FOOTING SCHEDULE MARK SIZE REINFORCEMENT 07/23/18 NM DMS 0 LENGTH WIDTH DEPTH TOP CENTER BOTTOM REMARKS 10 CONT 1'-O' " T-6" - - (2) #5 BARS CONT - 4'-0' 4'-0' 1'-6' - - (5) #5 BARS EW - to) 5-O' 5'-O" 1'-6' - - (6) #5 BARS EW 56 ,5'-0' 5-6' 1'-6' - - (6) #5 BARS EW - GENERAL NOTES: 1. THE BOTTOM OF ALL FOOTINGS SHALL BE 0'-O' MIN BELOW FINISHED EARTH GRADE. FOUNDATION DESIGN SCHEDULE VERT HORIZ D+L AAA Ixxx D+W XXX XXX NOTES: 1. THE LOADS ON PLAN WERE PROVIDED TO THE ENGINEER BY VULCAN STEEL STRUCTURES, ING AND USED IN DESIGN OF THE FOUNDATION SYSTEM. COMPLETE SHOP DRAWINGS FOR THE METAL BUILDING, PER THE STRUCTURAL NOTES, SHALL BE SUBMITTED FOR THE ENGINEER'S REVIEW AND APPROVAL PLEASE NOTE IF REACTIONS DIFFER FROM THOSE ABOVE, THE FOUNDATION SIZES ARE SUBJECT TO CHANGE. 2. THE LOAD VALUES SHOWN ARE IN KIPS. CONTRACTOR NOTES 1. CONTRACTOR SHALL USE METAL BUILDING MANUFACTURER'S PLANS FOR COLUMN AND ANCHOR .BOLT PLACEMENT. SEE DETAIL 2/5201 FOR ANCHOR BOLT EMBEDMENT SPECIFICS. 2. SEE MBM SHOP DRAWINGS FOR SLAB RECESSES AT OVERHEAD DOOR Avant! Project No. 18-056 W 1345 N. Falkenburg Rd. AVANTI Tampa, Florida 33619 I-- ® P (813) 655-2884 www.avantitampa.com FLORIDA CERTIFICATE OF consulting engineers AUTHORIZATION No. 26537 TENANTS 4 Project, AEROLANE INDUSTRIAL BUILDING NEW CONSTRUCTION 600 AERO A 630 LANE SANFORD, FL 32771 Scope Drawings, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title, FOUNDATION PLAN Revisions, Issue Date Drawn By Checked By 07/23/18 NM DMS Certified By. ,��ttitti�tMfilriiri 'per' N 6 131 , fl1 ST T OF 44-1! DAVtt'�, � l P.E. FLOI 1bar��`#6131 (NOT VALID WITHOUT SEAL) Drawing Number, S101 Project Numbers 17291 GONTRAGTION JOINT Ya' WIDE SAW GUT TO BE MADE NO LATER THAN 24 HOURS AFTER PLACEMENT OF CONCRETE SLAB. GUT SHALL BE MIN SLAB THICKNESS/4 IN DEPTH (IE 1' FOR A 4' THICK SLAB) TOP OF SLAB d v X.nX d X d ° e 44 a m d 4 a a CONTRACTION JOINT SCALE: 1 V:2"= T -O' ANCHOR BOLT SCHEDULE ANCHOR BOLT DIA LENGTH (L) 5/8' 8' 3/4' 10' 7/8' 17 1 14' 11/4 16' TOP OF FOOTING/PIER NOTE: DIAMETER SHALL BE DETERMINED BY METAL BUILDING MANUFACTURER U� 9W m� WW TE:) W W a. Y AT CONTRACTOR'S OPTION DOUBLE NUTS MAY BE USED IN LEU OF TAK WELDING THE PLATE WASHER TACK ASTM A30 STEEL 3' SQ BY Y4* THICK WASHER 3000 psi GONG (min) LOCATED AT END OF HEADED ANGHOR BOLTS 1 ANCHOR BOLT DETAIL SCALE: NTS TIE HAIRPIN TO BACK SET OF ANCHOR BOLTS AGI STD 90 DEG HOOK #5 REBAR AS SHOWN 00, QC- O I N Q rr rr rr it ri rr rr rr HAIRPIN � rr rr W rr rr U I gy=p. H k HAIRPIN REINFORCING SCALE: 1/4' = T-0' FTG PER PLAN COLUMN BY MBM GL Checked By l ( W NM Z J J W W �I 6' MIN EXPOSURE I BETWEEN SLAB ° GRADE Z Zg l9 -A Oct o z III—III—I I . FTG PER PLAN COLUMN BY MBM PERIMETER COLUMN FOOTING 5201 SGALE: 3/4 = T -O' T l W z J A W W V -I I GONG SLAB PER PLAN .'X . x=.=x � _ = :.: Q .:. I—I I I—I 11 d.i=i i �_► ► l=iii= O Z III—III—I d - LL O 1-O' A W (2) #5 BARS CONT PERIMETER FOOTING SCALE: 3/4' = T -O" s Avanti Project No. 18-056 W 1345 N. Falkenburg Rd. Tampa, Florida 33619 ,- AVANTI ® P (813) 655-2884 www.avantitampa.com + FLORIDA CERTIFICATE OF consuffin' engineerS AUTHORIZATION No. 26537 TENANTo ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 OCopyright 2018 Project, AEROLANE INDUSTRIAL BUILDING NEW CONSTRUCTION 600 AERO A 630 LANE SANFORD, FL 32771 Scope Drawingst These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. - Drawing Title, STRUCTURAL DETAILS Revisions, Issue Date Drawn By Checked By M. NM DMS yr ° I �,'—M--I--�_ -I PERIMETER COLUMN FOOTING 5201 SGALE: 3/4 = T -O' T l W z J A W W V -I I GONG SLAB PER PLAN .'X . x=.=x � _ = :.: Q .:. I—I I I—I 11 d.i=i i �_► ► l=iii= O Z III—III—I d - LL O 1-O' A W (2) #5 BARS CONT PERIMETER FOOTING SCALE: 3/4' = T -O" s Avanti Project No. 18-056 W 1345 N. Falkenburg Rd. Tampa, Florida 33619 ,- AVANTI ® P (813) 655-2884 www.avantitampa.com + FLORIDA CERTIFICATE OF consuffin' engineerS AUTHORIZATION No. 26537 TENANTo ARCHITECTURE 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 OCopyright 2018 Project, AEROLANE INDUSTRIAL BUILDING NEW CONSTRUCTION 600 AERO A 630 LANE SANFORD, FL 32771 Scope Drawingst These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. - Drawing Title, STRUCTURAL DETAILS Revisions, Issue Date Drawn By Checked By 07/23/18 NM DMS Certified By. .................. ' ,�'�� .•� � G E N 31 �Q T T OF DAVID, P.E. RO �r Qf o!'g, 3131 (NOT VAJD WITHOUT SEAL) Drawing Number, S201 Project Number, 17291 J i MARK 1 i AHU-2/CU-2 ASHRAE 62.1 - Ventilation Sizing 4 i i I I i I. i I i I TOTAL COOLING CAP (MBH @ ARD 48.0 Pro ec#. Ai320 LANE IVDU STRIAE ce. Zone Space P (YPz) . ; gone HORIZONTAL ,.. Occupant F 1645 ', ace) Sp{ 160 Space Vbz 'Zone _ -. - . � De i n ' Design . Minimum, Az Z ( i - Minim um Area �>;' .. Ra ( ) Area OA Rafe Time ' Averaged t Lwih Peo le O` - F A _ Air . Distribution. . Distribu iv. Required 4 Zone Required q Uncorrected` Zone Uncorrected Outdoor Air Ventilation' C4 P o ect#: 17291 r l Airflow .. _ Airflow Supply Air " .Floor Supply Air PP Y 2 C3ccupartcp Diversity tl► Rate :n:.; .. Effectiveness OA OA OA OA Fraction Efficiency System: -.. SY . 2.88 2.88 0 54W 700 115/1 CENTRIFUGAL VOLT/O 208/1 208/1 1 THRU 3 ELECTRIC HEAT ZvneName /Space Name 30 (CFM) (CFM) (CFM (CFMft') WEIGHT (People) (CFM/Person) 174 (CFM) (CFM) (CFM) (CFM)(CFM) Office 0.25 3340 VOLT/O 1010 208/1 CENTRIFUGAL COMPRESSORS SP -B90 DIRECT 1 THRU 3 150 RESTROOM 141 0.15 1.10 REC�TiON 100 720 STAGING (%) 21$ ;. 47t3 4,'� ��"0.06? �,�. � �:. :, 3 - ..:: a�= ..... .. �. ,u �:. 43 1 43 , 3. PROVIDE FANS WITH BACK -DRAFT DAMPERS. ..:� 208/1 208/1 . CONDENSER FAN 0 A 01 550 1/5 1 66 r,.,. -. a =288 �..-O.()b �. ,>, 3 F r - == E:- 32 32 STORAGE 102 50 28 15 146 %).a,' s [... ' 0 0 5 ,, 0 MOCP 0 45 RESTROOM 103 0 POUNDS 0 - n 0 : -2 . 0 fl 0 MANUFACTURER AHU/CU fl TRANE fl 4TTR3048/TEM6AOC48 RESTROOM 104 D 11 06 0 ": ::.:.: fly, 0 :, fl 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE a 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 4. PROVIDE 1' THROWAWAY FILTERS. 5. PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT. .. 7. PROVIDE WITH AHU FACTORY INSTALLED CIRCUIT BREAKER. REMARKS, 1. PROVIDE SMOKE DETECTOR IN SUPPLY DUCT, SMOKE DETECTOR SHALL OPERATE PER SECTIONS 606.4 AND 606.4.1 OF THE 2017 FMC. 8REAKROOM 705 240 73 2 2 5 1 20 20 OFFICE 106 165 50 :. CI.0 3 s 23 23 ., 3 23 23 OFFICE 107 165 50 MECHANICAL RM 108 fl fl _ c ... <' ,...�.; '0' ;.;. a. 0 0 RESTROOM 1.09 0 0 ko 0 _ 0 ':. 46 � � ;v� ���_ 0 0 1 0 RESTROOM 110 0 fl .... .� - , 0 . (, ., . r .• 0 0 0 OFFICE 111 480 745 122i 2 3 ... 3 :.N... 1 34 34 OFFICE112 250 76 3 :.; 25 ; 25 OFFICE 193 250 76 1 68 ..... ." amu.. 3 Y. ter: :,.. 25 25 OFFICE 114 225 68 0.06 3 .e . ,.... ' 24 24 47O 0 : 0 fl 0 0 0 HALLWAY 115 240 73 3335 33401 1,0101 2,889 26 26 250 250 0.15 1.10 Summary Ventilation Sizing Method ASHRAE std 62,1-2013 1.16 CFM/SOFT 1,010 (Vps) System Primary Airflow Design Condition Minimum flow (heating) 0.25 (Xs)Average Outdoor Air Fraction (D) Occupant Diversity 1.00 ou) Uncorrected Outdoor Air_ '250 CFM 69.8% CFM Reduction During Heating (Ev) System Ventilation Efficiency 1.10 22.5% OA During beating (Vot) Design Ventiaton Airflow Rate 227 CFM 6.8% OA During Normal J i MARK 1 i AHU-2/CU-2 I � I - I i J 4 i i I I i I. i I i I TOTAL COOLING CAP (MBH @ ARD SPLIT SYSTEM AIR CONDITIONER SCHEDULE MARK AHU-i/CU-1 AHU-2/CU-2 TONNAGE 4 4 TOTAL COOLING CAP (MBH @ ARD 48.0 48.0 SENSIBLE COOLING CAP. (MBH @ ARI) 29.2 29.2 AHU CONFIGURATION HORIZONTAL HORIZONTAL SUPPLY AIR (CFM) 1645 1650 OUTSIDE AIR (CFM) 160 160 EXTERNAL STATIC PRESS. (IN.WTR,) - - D FL -10 HP 3/4 3/4 3 EVAPORATOR FAN VOLT/O 208/1 208/1 ALUMINUM 2 FLA 6.8 6.8 Z I ALUMINUM 2 NOTESI REMARKS: 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 1, 24x24 LAY -IN 2, 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS, 2. 12x12 LAY -IN 3. MAXIMUM PRESSURE DROP OF .04 IN WC, 3, SINGLE SLOT, 48' 4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 700 115/1 CENTRIFUGAL GREENHECK SP -890 DIRECT o EF -2 KW 2.88 2.88 0 54W 700 115/1 CENTRIFUGAL VOLT/O 208/1 208/1 1 THRU 3 ELECTRIC HEAT MOCP 30 30 700 54W 700 WEIGHT POUNDS 174 174 DIRECT 1 THRU 3 NUMBER 1 1 0.25 700 VOLT/O 208/1 208/1 CENTRIFUGAL COMPRESSORS SP -B90 DIRECT 1 THRU 3 EF -5 RESTROOM RLA/LRA (EA) 21.8/117 21.8/117 STAGING (%) - - CENTRIFUGAL GREENHECK z DIRECT NUMBER 1 1 2. PROVIDE FANS WITH MOUNTED DISCONNECT. 3. PROVIDE FANS WITH BACK -DRAFT DAMPERS. VOLT/O 208/1 208/1 o CONDENSER FAN 0 A FLA (EA) 1/5 1/5 ~ C3 MCA 28 28 POWER - MOCP 45 45 WEIGHT POUNDS 197 197 AREA SERVED - - MANUFACTURER AHU/CU TRANE TRANE MODEL# CU/AHU 4TTR3048/TEM6AOC48 4TTR3048/TEM6AOC48 MINIMUM EER/HSPF 11 11 REMARKS 1 1 NOTES: 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HEATER LOSSES. 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 4. PROVIDE 1' THROWAWAY FILTERS. 5. PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT. 6, PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING. 7. PROVIDE WITH AHU FACTORY INSTALLED CIRCUIT BREAKER. REMARKS, 1. PROVIDE SMOKE DETECTOR IN SUPPLY DUCT, SMOKE DETECTOR SHALL OPERATE PER SECTIONS 606.4 AND 606.4.1 OF THE 2017 FMC. GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER/MODEL MOUNTING COLOR MATERIAL REMARKS A TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 1 B TITUS/50F CEILING RETURN WHITE ALUMINUM 1 C TITUS/50F CEILING EXHAUST WHITE ALUMINUM 2 D FL -10 WALL MOUNTED WHITE ALUMINUM 3 E _TITUS/OMNI-AA CEILING SUPPLY WHITE ALUMINUM 2 CU -2 TITUS/50F _­TIT CEILING RETURN WHITE I ALUMINUM 2 NOTESI REMARKS: 1. SEE HVAC PLANS FOR NECK SIZES AND AIRFLOWS. 1, 24x24 LAY -IN 2, 4 -WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS, 2. 12x12 LAY -IN 3. MAXIMUM PRESSURE DROP OF .04 IN WC, 3, SINGLE SLOT, 48' 4. TRANSITI❑N ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. EXHAUST & SUPPLY FAN SCHEDULE Issue Date DUCTWORK S , AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A Checked By E.S.P. IN FAN MOTOR DATA 8. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, 7/19/18 CEL FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL MARK SPACE CFM INCHES RPM TYPE OF MAKE MODEL DRIVE REMARKS 10. s PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS"FROM MAIN TRUNK LINES. 11. SERVED I - H2O PLANS AND EQUIPMENT OF ALL TRADES. HP/WATTS RPM VOLTS/PH FAN 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND CU -2 EF -1 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -890 DIRECT 1 THRU 3 EF -2 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -3 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -4 MECHANICAL ROOM 50 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 EF -5 RESTROOM 75 0.25 700 54W 700 115/1 CENTRIFUGAL GREENHECK SP -B90 DIRECT 1 THRU 3 REMARKS: 1. INTERLOCK WITH OCCUPANCY SENSOR. ALLOW FAN TO RUN 15 MINUTES AFTER OCCUPANT LEAVES THE SPACE. 2. PROVIDE FANS WITH MOUNTED DISCONNECT. 3. PROVIDE FANS WITH BACK -DRAFT DAMPERS. 20X1 T �I MECHANICAL PLAN 0 SCALE: 1/8"=1'-0` 16 MECHANICAL GENERAL NOTES.■ t PERFORMED. ALL DESCRIPTION 0 F THE WORK TO BE 1 ASAGENERAL DES 1. THE PLANS ARE INTENDED 1 ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE i INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR t + SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL 1 { AND ELECTRICAL PLANS BEFORE SUBMITTING THEIR FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE THEMSELVES WITH THE PLANS. i t - ' t t 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING AND MECHANICAL CODE. t I 3. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT. SHALL BE INSTALLED SUCH THAT IT DOES NOT i OBSTRUCT EQUIPMENT SERVICE CLEARANCES. 1 OB Q t i - i - t 4. COORDINATE WORK WITH ALL TRADES INCLUDING,' BUT NOT LIMITED T0, ARCHITECTURAL, MS PLUMBING AND FIRE PROTECTION FOR BOTH EXISTING � - STRUCTURAL, LIGHTING, POWER SYSTEMS, , 1 AND NEW WORK. i � 1 5. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE .FULLY COORDINATED. WITH t I THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON-CRITICAL TIMES. 1 � t _ - t 6. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA. 7. ALL NEW DUCTWORK .SHALL BE 1 1/2- ANiTMICROBIAL FIBERGLASS DUCTBOARD OR SEALED GALVANIZED STEEL STEEL OUTSIDE AND SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH R-6 FIBERGLASS/ FSK. :ALL INSULATION AND DUCTBOARD IS TO BE SEALED WITH GLASS FAB I AND MASTIC JOINTS. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. ALL FLEXIBLE HALL BE CONSTRUCTED UNDER SMACNIA STANDARDS WITH INTEGRAL VAPOR BARRIER 0 Issue Date DUCTWORK S , AND MIN. R-6 INSULATION. ALL DUCTWORK, MASTICS, AND OTHER RELATED ITEMS SHALL HAVE A Checked By MAXIMUM FLAME SPREAD = 25 AND A MAXIMUM SMOKE = 50 DEVELOPED RATINGS. ( 8. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, 7/19/18 CEL FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 9. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE I CONNECTED. 10. s PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS"FROM MAIN TRUNK LINES. 11. Y, COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING I - PLANS AND EQUIPMENT OF ALL TRADES. 12. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND CU -2 . OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. I 13. STRUCTURAL SUPPORT FOR ROOF MOUNTED EQUIPMENT SHALL BE DESIGNED BY THE GENERAL CONTRACTOR. ' THE GENERAL CONTRACTOR IS TO PROVIDED SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. �:i�.yrsr•.rT1l►1i>■:la'?�Irll�!,1'X►���I:�:�Y:►:1�:3�■:�T►��1: Issue Date Drawn By Checked By 7/19/18 CEL ELK CONDENSING UNIT TIE DOWN (MIAMI TECH, INC. CUTD1 COLD—ROLLED GALV STEEL) 8 TOTAL FOR EACH UNIT (1) Y4' DIA STAINLESS STEELSCREW FROM STRAP TO CONDENSER (1) iib DIA x 2' TAPCON FROM STRAP TO C❑NC PAD 1. II r71CONDENSING UNIT ANCHORING DETAIL CALK WATERTIGHT ALL AROUND ALL AROUND — FLASHING ALL AROUND ALL AROUND i--- SS LAG SCREW INSULATE LINES WHERE IN CONTACT WITH CEMENT REFRIGERANT PIPES OR ELECTRICAL CONDUIT 14 GAUGE ALUMINUM CAP �-- 2" THICK POURED SEALANT ASPHALT COMPOUND POCKET DETAIL CORNERS ARE CLIPPED RIGID DUCT SEAL SPIN—IN FITTING WITH MASTIC. -STAINLESS STEEL BAND OR PANDUIT STRAP SPIN—IN FITTING & VOLUME DAMPER. HANGER (TYP) T BAR FRAME J L DIFFUSER NOTE: INSULATE BACK OF DIFFUSER AND ADAPTER IF SYSTEM IS DESIGNED FOR DUCTED RETURN. 4 DIFFUSER DETAIL M400 SCALE: N.T.S. PIPE HANGER PIPE SADDLE HAS FLARED EDGES NOTCHED TO FIT PIPE HANGER. FLARED END-/ LENGTH = TWICE INSULATION O.D. FLARED EDGES AHIJ - I 1 it -I/Z- Imi. I 77 GA_GAI VAN17Fn STFFI II -- ---- -N PASSES THRU HANGER UNBROKEN SUSPENDED 5 PIPE SUPPORT DETAIL M400 � N.T.S. EXTERIO(' SHEET METAL DUCT SLEEVE. SIZE AS SHOWN ON PLANS. indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SUGGESTED SIZING O DUCT SIZE ANGLE MECHANICAL 30"X12" ," x 1„ X 1/8" DETAILS 36"X18" 1" X 1" X 1/8- 42"X24" 1-1/4" X .1-1/4" X 1/8" 48"X30" 1-1/4" X 1-1/4" X 1/8" CORE DRILL EXIST. MASONRY WALL. - INSTALL WALL WIDTH) AND GROUT NOTES: SOLID ALL VOIDS. SLEEVE TO BE 1. BRACKETS ARE SIZED FOR 12 FEET OF DUCT, MAXIMUM. SIZED PER MECH. CONTRACTOR'S 2. LOCATE' DUCTS AGAINST WALL OR MAXIMUM OF 2" AWAY FROM WALL. REQUIREMENTS TO INSERT 3. EACH WALL ANCHOR SHALL SATISFY THE FOLLOWING CRITERIA UNLESS DUCTWORK. PACK GAP BETWEEN OTHER ANALYSIS IS MADE: ANCHOR DUCT & SLEEVE WITH BATT INSUL A. TENSIBLE LOAD = 3/8 X DUCT WEIGHT; SAFETY FACTOR OF 4. B. SHEAR LOAD X 1/2 X DUCT WEIGHT; SAFETY FACTOR OF 4. SEALANT ALL AROUND SHEET METAL BOX TO BE 1-1/2" MIN. LARGER THAN SLEEVE D UCT SUPPORTS BACKDRAFT DAMPER (EXHAUST ONLY) r2"F R ®I WALL DETAIL CONTRACTOR TO PAINT W/M4O0 SCALE: N.T.S. WEATHER RESISTANT PAINT. COLOR TO BE COORD. W/ IN ARCH ITECT/OWN ER. BIRDSCREEN .L AROUND 61EXTERIOR WALL PENETRATION M400 /SCALE: N.T.S. Issue Date Drawn By Checked By 7/19/18 CEL ELK COTG-1 INVERT ® 38" BFF PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. 5 COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE. 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA.. 3. PIPE ROUTING SHOWN AS SCHEMATIC AND IS NOT INTENDED TO INDICATE THE EXACT LOCATION OF PIPING AND VALVES.: CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS THAT MAY BE REQUIRED - FOR PROPER INSTALLATION AND TO MAINTAIN PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING ^ CODE AND 2017 FLORIDA PLUMBING CODE. 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF i FIXTURES WITH QUICK—CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. 6. ALL FLOOR, WALL - AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO i PRE—CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. 7. NEW VENT AND WASTE PIPING SHALL BE PVC DWV OR CAST IRON. NEW CW AND HW LINES SHALL BE CPVC WITH SOLVENT WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS j Al ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED Checked By } WITH 1' R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFLEX. - ELK 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 15. 3" PIPE & LARGER A MINIMUM OF 1/8' PER FOOT OF RUN, AND 2-1/2" PIPE AND --� SMALLER A MINIMUM 1/4PER FOOT.OF RUN. SLOPE VENT PIPING DOWN & BACK TO 16. FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, ;TRAPS, . FLOW CONTROLS, FILTERS, BACKFLOW PLAN KEY NOTES: p ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. WITH EQUIPMENT. — G 2. 10. CONTRACTOR SHALL ROUGH—IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT' 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 4. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES 5.- INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL CODE REQUIRED FIXED AIR: GAPS ON ALL INDIRECT WASTE CONNECTIONS — E SERVING EQUIPMENT AND APPLIANCES III Issue Date Drawn By Checked By 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND ELK APPROVED BACKFLOW PREVENTER. 15. HYDROSTATICALLY TEST ALL INSTALLED/TO BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. 16. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). E << , PLAN KEY NOTES: p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. — G 2. NEW 4" SANITARY. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE 5.- INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE III Issue Date Drawn By Checked By 7/19/18 CEL : ELK COVERALL PLUMBING PLAN �OO 0 Q TG— � 7 CO 1 I I I INVERT ® 38" 8FF I I _(D ce ce SANITARY PLUMBING PLAN SCALE: 1/8"=1'-0" 16 r� _(D r�WASTE AND VENT RISER �11war_ N.T.S. PLUMBING GENERAL NOTES: 5 1. CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF EXISTING SERVICES SHOWN ON DRAWINGS PRIOR TO PRICING, FABRICATION, OR CONSTRUCTION. COORDINATE WITH THE GENERAL CONTRACTOR FOR PROJECT PHASING SCHEDULE 2. CONTRACTOR SHALL FIELD LOCATE ALL OTHER EXISTING EQUIPMENT, FIXTURES, AND SERVICES WITHIN THE PROJECT AREA. ----------------------------L--- _ I I 111 �it��C►'R:�� rfii►is;�li�iii■r,�Yl�,�1i1'�i>0� e THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND LOCATION OF PIPING AND VALVES. 'CONTRACTOR SHALL PROVIDE ANY ADDITIONAL - APPROVED BACKFLOW PREVENTER. ELK FITTINGS THAT MAY BE REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN HYDROSTATICALLY TEST ALL INSTAL.LEDI BE INSTALLED PIPING TO ENSURE THE — A PROPER SERVICE CLEARANCES. COORDINATE WITH ALL TRADES, OTHER POTENTIAL — REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). - OBSTRUCTIONS, AND ROUTE PIPING TO AVOID INTERFERENCES. 1. 4. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH 2. NEW 4" SANITARY. ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE 2017 FLORIDA BUILDING NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. 4. CODE AND 2017 FLORIDA PLUMBING CODE. - 5. 5. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK–CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS. 6. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. CONTRACTOR TO REPAIR SLAB TO PRE–CONSTRUCTION CONDITIONS AFTER TRENCH CUTTING THE SLAB AS REQUIRED FOR WASTE PIPE INSTALLATION. 7. NEW VENT AND WASTE PIPING SHALLQBE PVC DWV OR CAST IRON. NEW CW AND HW LINES SHALL BE CPVC WITH SOLVENT. WELDED FITTINGS. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. HW PIPING TO BE INSULATED WITH 1" R-4 CELLULAR RUBBER, SIMILAR TO ARMSTRONG'S ARMAFL.EX. 8. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV AND CONDENSATE DRAIN PIPING 3" PIPE & LARGER A MINIMUM OF 1/8' PER FOOT OF RUN, AND 2-1/2" PIPE AND SMALLER A MINIMUM ,1/4 PER FOOT OF RUN.` SLOPE VENT PIPING DOWN & BACK TO FIXTURES. 9. PROVIDE ALL NECESSARY VALVES, JTRAPS, FLOW CONTROLS, FILTERS, BACKFLOW ASSEMBLIES, FAUCETS, STOPS, TAILFgECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. T 10. CONTRACTOR SHALL ROUGH -IN AL1; WASTES AND SUPPLIES TO ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE THE FINAL CONNECTIONS. 11. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES E AND EQUIPMENT. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES. 14. THE EXISTING BUILDING IS CURRENTLY EQUIPPED WITH A SITE INSTALLED AND Checked By - APPROVED BACKFLOW PREVENTER. ELK 15.. HYDROSTATICALLY TEST ALL INSTAL.LEDI BE INSTALLED PIPING TO ENSURE THE ABSENCE OF LEAKS PRIOR TO ANY BACKFILLING OR CONCEALING OF SAID PIPE. 16. G REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON PLAN(S). - PLAN KEY NOTES: p 1. INSTALL NEW SANITARY PIPE BELOW THE FLOOR SLAB. 2. NEW 4" SANITARY. 3. NEW 2" CW. ROUTE TIGHT WITH STRUCTURE. 4. DROP CW PIPE TO BE ACCESSIBLE ABOVE CEILING WITHIN CONDITIONED SPACE 5. INSTALL NEW CW/HW PIPING ABOVE THE CEILING, SUSPENDED FROM THE STRUCTURE u � WATER PLUI U SCALE: 1/8"=1'-0" 16 Issue Date Drawn By Checked By 7/18/18 CEL ELK mo PDOMESTIC WATER RISER ���`°`��Project Number II s CT METERING CM PER POWER COMPANYSTANDARDS PROVIDE (2) DRIVEN ELECTRODES, BOND TO BUILDING STEEL AND RE -BAR IN SLAB. VV POWER COMPANY TRANSFORMER AAAA 120/208V/3PH/4W BASIS FOR DESIGN IS 150 KVA. 30K SCA TWO SETS: 3#4/0 AL #1/0 AL NEUT.3"_C EACH BOND WITH #2 CU 400/3/N3R/1=S CU 400 RK5 TWO SETS: 3#4/0 AL #1/0 AL NEUT, #6 CU G. 2"C EACH 'SS 20/2 125/3 -- PC PHOTOCELL PANEL A SITE LIGHTING 4#1/0 AL. #6 CU G. 1-1/20C 20/1 7 -DAY TIMECLCK 20 1 TC WITH 2 -HOUR MANUAL OVERRIDE PANEL B j MULTI -POLE CONTACTOR FOR AUTO -OFF OF LIGHTING NIGHT 3 AND RECEPTACLES PER F. B. C. LIGHT ENERGY CODE AS SHOWN ON 3 PLANS. PROVIDE PERMANENT LABELS ON RECEPTACLES THAT ARE SWITCHED. COMMON AREA LIGHTING ONE -LINE DIAGRAM SCALE: ONE INCH = TWENTY FEET SEE ARCHITECTURAL ELEVATIONS I AND PHOTOMETRIC SITE PLAN 2110.#12G FOR EXACT WALL PACK LOCATIONS W4 105 M=rF P MH: 14 W4-075 STUB UP AT MH: 13 I. T. BACKBOARD W4 105 u LI W4-075 14 CH: 13 INCL 10 1 METER AND MAIN DISCONNECT 3/4" C 2"C PER TEL/CO REQUIREMENTS POLE BASE JB BY POWER COMPANY - USE THIS LOCATION AS BASIS FOR BID. RAL STUB OUT (2)3"C FOR FUTURE BLDG - LIGHTS U. G. SERVICE LATERAL BY E. C. EXISTING POWER POLE. USE THIS TRANSFORMER AS BASIS FOR BID. COORDINATE WITH POWER COMPANY �PFN ELECTRICAL SITE PLAN PRIOR TO FINAL PRICING. SCALE: ONE INCH = FORTY FEET (APPROX) ELECTRICAL SYMBOLS AND FIXTURES CONNECT SITE TAMPER SWITCHES. VERIFY LOCATION ry Z O U. G. SECONDARY BY POWER COMPANY ELECTRICAL SPECIFICATIONS D SECTION 16010 — ELECTRICAL GENERAL PROVISIONS SECTION 16050 — ELECTRICAL BASIC MATERIALS AND METHODS PIPER 1. ALL WORK AND EQUIPMENT SHALL BE IN COMPLIANCE WITH THE 1. COLOR FOR PLATES AND DEVICES SHALL BE WHITE. FOLLOWING CODES AND STANDARDS: 2. OUTDOOR DEVICE BOXES SHALL BE CAST FS TYPE WITH GASKETED COVERS, A. FLORIDA BUILDING CODE, 2017 EDITION. UNLESS INDICATED OTHERWISE. PVC IS APPROVED WITHIN CONCRETE WALLS. 3. OUTDOOR BELOW GRADE PULL BOXES SHALL BE NON-METALLIC OPEN - B. NFPA-70 NATIONAL ELECTRICAL CODE, 2014 EDITION BOTTOM WITH NON-METALLIC NON -TRAFFIC RATED COVER, BROOKS OR POP- 2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECT, EXCEPT WHERE EQUAL. DO NOT MAKE SPLICES IN BELOW GRADE PULL BOXES. SPECIFICALLY NOTED ON THE PLANS TO BE RECONNECTED OR REUSED. 4. CONDUIT SHALL BE EMT. GRS, FLEXIBLE METAL CONDUIT OR LIQUID-TITE 5. COORDINATE THE INSTALLATION WITH OTHER TRADES TO MAINTAIN PROPER FLEXIBLE METAL CONDUIT WITH STEEL, OR MALLEABLE IRON FITTINGS. WORKING CLEARANCES AND FIRE RATINGS. VERIFY EQUIPMENT RATINGS PRIOR TO PVC CONDUIT SHALL BE USED UNDERGROUND ONLY. PVC ABOVE GROUND ORDERING MATERIALS. CHECK VOLT/AMP RATINGS. AND MOUNTING/TRIM TO THE FIRST BOX OR PANEL IS PERMITTED ONLY WHERE PROTECTED REQUIREMENTS. IF THERE ARE INCONSISTENSISTIES, GET CLARIFICATION. INSIDE A WALL OR WHERE CALLED FOR ON THE PLANS. PRIOR TO ORDERING MATERIALS OR ROUGH -IN. 5. MC CABLE IS APPROVED FOR BRANCH CIRCUITS. 6. FOR EMT IN EXPOSED & ACCESSABLE AREAS USE COMPRESSION FITTINGS . 7. WIRE SHALL BE COPPER UNLESS NOTED OTHERWISE ON THE PLANS, HEAT SECTION 16500 - LIGHTING AND MOISTURE RESISTANT. TYPE THWN WITH A 600 VOLT RATING. 1. EXIT SIGNS SHALL BE PROVIDED WITH ARROWS AND FACES TO MATCH 8. MINIMUM WIRE SIZE IS #12 FOR POWER CIRCUITS. RUN #10 MINIMUM FIELD CONDITIONS AND SO AS TO BE CLEARLY VISIBLE FROM ANY HOMERUN FOR CIRCUITS LONGER THAN FIFTY FEET AS MEASURED FROM LOCATION WITHIN THE ROOM , AS REQUIRED BY CODE. THE LAST JUNCTION BOX. 2. LIFE SAFETY LIGHTING AND SIGNS SHALL BE PROVIDED WITH UNIT DOTTED LINE INDICATES EQUIPMENT ON A COMMON SECTION 16195 — ELECTRICAL IDENTIFICATION BATTERY EQUIPMENT AND CONNECTED TO THE ROOM LIGHTING CIRCUIT "M" INDICATES MANUAL SWITCHING TO ON STATE IS REQUIRED. AHEAD OF ALL SWITCHING. 1. PROVIDE EACH BRANCH CIRCUIT PANEL WITH A DIRECTORY INDICATING CIRCUIT BUT NOT CONTROLLED ON SAME SWITCH DEVICE. LOADS SERVED. THE PANEL SCHEDULES SHOWN ON THE PLANS DO NOT "LV" INDICATES TO PROVIDE LOW VOLTAGE INTERCONNECTION WITH CONTAIN ADEQUATE INFORMATION TO BE COPIED AND USED AS PANEL SECTION 16610 - SURGE PROTECTION DIRECTORIES. LABEL EACH CIRCUIT WITH ACTUAL ROOM NUMBERS OR MULTIPLE UNITS CONTROLLING THE SAME CIRCUIT/CONTACTOR. 1. POWER PANEL SURGE PROTECTORS, WHERE SHOWN ON THE PLANS, SHALL ROOM NAMES SERVED. SUCH AS `RECPT 109, 110, 1110. VSS BE MOV SINGLE -STAGE TYPE 75.000 KA PER PHASE WITH FUSING AND INDICATOR 2. ALL PANELS AND DISCONNECTS SHALL BE LABELED REGARDING LOADS TRANSIENT VOLTAGE SURGE PROTECTOR. SEE SPECS. LAMPS. MAKE DIRECT CONNECTION TO THE BUS. SERVED AND WHERE SERVED FROM. OCCUPANCY SENSOR SWITCH. SIMILAR TO WALL BOX SWITCH ABOVE. EXCEPT 2. PROTECTORS FOR BRANCH CIRCUIT PANEL BOARDS MAY BE FACTORY 3. USE ENGRAVED PLAQUES FOR LABELING LARGE EQUIPMENT. INSTALLED WITHIN THE PANEL OR MAY BE CLOSE NIPPLED TO THE SIDE 4. LABEL EACH POWER JUNCTION BOX WITH AN INDELIBLE MARKER CEILING MOUNTED. OF THE PANEL WITH CONNECTING LEADS LESS THAN 18 INCHES LONG AND INDICATING THE CIRCUIT NUMBERS CONTAINED WITHIN. WITH NO SHARP BENDS. DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE 3. PROVIDE L -L, L -N. N -G PROTECTION MODES WITH 75 KA PER PHASE. SEE ARCHITECTURAL ELEVATIONS I AND PHOTOMETRIC SITE PLAN 2110.#12G FOR EXACT WALL PACK LOCATIONS W4 105 M=rF P MH: 14 W4-075 STUB UP AT MH: 13 I. T. BACKBOARD W4 105 u LI W4-075 14 CH: 13 INCL 10 1 METER AND MAIN DISCONNECT 3/4" C 2"C PER TEL/CO REQUIREMENTS POLE BASE JB BY POWER COMPANY - USE THIS LOCATION AS BASIS FOR BID. RAL STUB OUT (2)3"C FOR FUTURE BLDG - LIGHTS U. G. SERVICE LATERAL BY E. C. EXISTING POWER POLE. USE THIS TRANSFORMER AS BASIS FOR BID. COORDINATE WITH POWER COMPANY �PFN ELECTRICAL SITE PLAN PRIOR TO FINAL PRICING. SCALE: ONE INCH = FORTY FEET (APPROX) ELECTRICAL SYMBOLS AND FIXTURES CONNECT SITE TAMPER SWITCHES. VERIFY LOCATION ry Z O U. G. SECONDARY BY POWER COMPANY DUPLEX RECEPTACLE ABOVE COUNTER. SEE CASEWORK PLANS. ALEX PP.E9 CONSULTING ENGINEER FL #42697 POWER • LIGHTING SYSTEMS • DATA VOICE: 407-376-5648 100 W= Fera Dr. FAx : 866-357-3523 L ONGWOOD, FL 32779 Am P DPER PE®GMAII-COM Owner. ACS CONSTRUCTION 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 AA26001097 oco"W 2o1a Project AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Titre: ELECTRICAL SITE PLAN, ONE -LINE DIAGRAM Revlslons: Issue Date Drawing Number: Fff)i EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT D COMMUNICATIONS OUTLET - MOUNTED 18" AFF TO C. L. U.N.O. PIPER CONNECT AHEAD OF ROOM LIGHTING SWITCH. TYPICAL RUN 3/4" CONDUIT TO ACCESSABLE CEILING SPACE. PROVIDE 2 GANG BOX WITH ONE GANG RING (TYPICAL). EMERGENCY BATTERY WITH AIMABLE HEADS. POP- COMMUNICATIONS OUTLET - ABOVE COUNTER OR HEIGHT AS NOTED. - SINGLE POLE TOGGLE SWITCH -MOUNTED 48" AFF TO SOLID LINE INDICATES EQUIPMENT ON COMMONCIRCUIT AND/OR CONTROLLED BY COMMON SWITCH. CENTERLINE UNLESS OTHERWISE NOTED PROVIDE NECESSARY SWITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING INDICATED ON PLANS.- "OS" WALLBOX OCCUPANCY SENSOR SWITCH.DUAL INFARED/ULTRASONIC EQUAL TO SENSOR SWITCH. "A" INDICATES SWITCHING TO ON STATE IS AUTOMATIC. DOTTED LINE INDICATES EQUIPMENT ON A COMMON "M" INDICATES MANUAL SWITCHING TO ON STATE IS REQUIRED. CIRCUIT BUT NOT CONTROLLED ON SAME SWITCH DEVICE. "LV" INDICATES TO PROVIDE LOW VOLTAGE INTERCONNECTION WITH MULTIPLE UNITS CONTROLLING THE SAME CIRCUIT/CONTACTOR. VSS TRANSIENT VOLTAGE SURGE PROTECTOR. SEE SPECS. OS OCCUPANCY SENSOR SWITCH. SIMILAR TO WALL BOX SWITCH ABOVE. EXCEPT CEILING MOUNTED. DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE (GFI) GROUND FAULT INTERRUPTING - (WP) WEATHERPROOF WTIH GFI SWITCHED RECEPTACLE PER FBC ENERGY CODE. PROVIDE PERMANENT LABELING SHOWING U SYMBOL WITH LABEL SHOWING "CONTROLLED". DUPLEX RECEPTACLE ABOVE COUNTER. SEE CASEWORK PLANS. ALEX PP.E9 CONSULTING ENGINEER FL #42697 POWER • LIGHTING SYSTEMS • DATA VOICE: 407-376-5648 100 W= Fera Dr. FAx : 866-357-3523 L ONGWOOD, FL 32779 Am P DPER PE®GMAII-COM Owner. ACS CONSTRUCTION 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 AA26001097 oco"W 2o1a Project AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Titre: ELECTRICAL SITE PLAN, ONE -LINE DIAGRAM Revlslons: Issue Date Drawing Number: Fff)i Drawn By Checked By 7/19/18 PIPER PIPER `1111 r�fled Br. \SS3� Nd •'4( -+ e H , -Ifti�3Sil;.' - i Project Number. 17291 � 'OLE. IT OR BOXES. :EWAYS PROVIDE POLE LENGTH FOR 25FT MOUNTING HEIGHT BASIS FOR DESIGN PLUS F I VE FEET BELOW GRADE. 1. FOR INSTALLATION IN UNDISTURBED OR WELL TAMPED EARTH. 2. FOR A FIXTURE MOUNTING HEIGHT OF 30 FEET OR LESS. 3. FOR WIND SPEED OF 110 MPH STEADY WITH 1.3 GUST FACTOR AND FOR A FIXTURE E. P. A. OF THREE SQUARE FEET OR LESS. POLE BASE DETAIL SCALE: NO SCALE Please contact Glenn Krohn at Western Florida Lighting for the lighting and poles. glennk@wflorlando.com 407-310-2579 r r -R.0 .0 .0 .0 .0 .0 .0 .1 .1 .1 .1 .1 .1 .1 .0 .0 .0 .0 t.0 t.0 t.1 t.1 t.1 t.1 t.2 t.1 t.1 .0 D.0 D.0 b.0 .0 .0 D.0 t.1 t.1 t.1 t.1 t.1 t.0 b. nn un 4ri 5 41.3 41.9 1.6 /4.1 42.9 1.8 41.5 1.5 1.9 b . 71.4 41.5 13.3 43.5 43.5 43.1 43.3 41.9 41.1 1.2 b . 5 b . 7 1.2 41.2 43.1 41.7 43.6 13.4 43.0 41.9 41.8 14.2 14.1 43.3 13.6 13.9 41.7 41.8 41.3 1.0 1.4 41.0 43.3 14.4 13.7 13.7 3.9 41.6 1.7 1.2 b.e 1.0 1.4 41.1 13.4 14.8 3.5 3.5 14.3 41.9 (rrt.5 b.9 41.3 1.6 41.0 41.6 43.9 43.7 43.7 41.7 1.9 41.441.2 41.1 41.1 1.2 41.5 1.7 43.1 3.4 43.3 41.7 41.6 41.4 1.1 b.9 b.9 41.0 41.2 41.5 41.9 13.1 43.6 43.5 1.9 41.8 1.4 41.241.141.1 1.5 41.9 1.8 41.7 41.7 41.6 41.6 1.9 1.2 1.2 41.1 b.9 b.9 41.1 1.1 41.2 41.2 1.3 41.3 41.1 41.2 1.2 41.1 b.9 b.8 b.8 1.0 1.1 1.1 41.2 1.3 41.3 41.2 41.2 1.0 1.4 41.5 .7 1.3 41.5 43.1 41.8 41.4 41.4 41.5 1.6 1.5 b.9 41.0 41.0 b.8 b.8 1.0 b.9 41.1 1.4 1.4 41.5 1.6 1.2 1.1 41.1 b.8 b.7 b.7 b.9 b.9 41.1 1.4 41.3 41.3 1.5 b.9 .8 - 41.3 1.8 t.3 15.2 14.0 b.9 1.0 41.0 1.2 b.9 b.8 b.8 b.7 b.7 b.7 b.8 b.9 1.3 1.4 41.4 1.5 1.4 41.3 41.2 b.9 b.6 b.6 b.7 b.7 41.0 1.0 b.9 b.9 1.0 b.9 1.1 41.6 %.8 47.7 0 .8 41.1 1.9 1.3 1.6 1.0 1. W4 105 1.0 1.3 b.7 b.z MH: 14 ts .8 1.2 1.4 t.b t. W3 MH: 14 1.1 1.6 b.0 %.1 4-0 .6 1.0 1.1 t r t F W4-075 H: 13 ; 1 MH: 13 1.2 41.7 43.7 43.4 43.3 1.7 1.0 1.2 1.4 14.0 1.2 1.7 41.0 1.7 - 41.6 1.8 1.2 1.4 41.4 41. 1.1 1.7 1.0 1.7 BUILDING IN THIS 17 17 1.4 1.5 1.7 1. 5 FUTURE BUILDING PERMIT 1.1 41.5 43.5 43.3 1.9 1.8 1.3 1.5 41.0 1.8 1.0 1.3 %.6 %.2 13.3 1.7 1.1 1.2 41.3 43.4 W3 b.a L9 %.3 14.7 W4 105 4-Cz7� 1.5 b.8 1.0 '1.3 '1.4 W4-075 MH: 14 MH: 14 H• 13 MH: 13 b.8 41.1 %.2 17.4 13.1 1.5 b.8 1.0 41.2 43. b.9 41.2 14.6 14.6 41.4 1.5 b.9 1.0 41.0 41.4 b.9 1.8 41.3 41.1 Li b.6 b.8 b.9 b.8 P P ---V- .b.l .1 .2 .1 b.1 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.o b.o b.o b.0 b.0 b.o b.o b.l b.1 b.l b.1 b.l b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.o b.o b.0 b.1 b.2 b. _ PHOTOMETRIC SITE PLAN SCALE: ONE INCH - THIRTY FEET u 0 0.0 0.0 b.o v.0 -0.0 -0.0 b.0 b.0 b.o b.o b.o - -b 0 1 1 2 .3 .3 .2 .2 .2 ry .2z M .2 N O .3 .2 .1 .1 .1 .1 .2 .1 �.1 i.l `vi{1111 fill, �`b�df`�f�, 0\sS3d0 ^a�••••••••...•11.• • 013 Id b ALEX PIPER P.E. CONSULTING ENGINEER FL #42697 POWER • LIGHTING SYSTEMS • DATA VOICE: 407-576-5648 100 Wim Fern Dr. FAx : 666-857-5525 L ONGWOOD, FL 52779 Am P IPER PE®GMAIL.COM 0r- d 9 �o ^ Cq a wE- p� W aU2 aw w • hal w w 0 AW3 CS aa W Fk W �--ii • a R ►--� n 0o co Ua �a w m o < 00 s 3 \ w ao W N \ W N W \ M a a ■ V L O co w! 14 •� w U Co rd 4-04 W Cd Cl) O Ch \ Z a� Z Cn Q \_ v Q 47 � � a J_- V 6 O o a a at c O = o a o N c 0 d c rn c W� 3 0 0 v AS REQUIRED ODE. 'OCELL CONTROLLED :IRCUIT LIGHTING FIXTURE SCHEDULE TYREA1 IPS DESCRIPTION WATTS MANUFACTURER / CATALOG NUMBER EE NOI TYPE NOTE A2 LED RECESSED INDIRECT 36 COLUMBIA LCAT24-40—LW—G 1,2 (EM) 4000K CENTER BASKET "EM" = 1100 LUMEN BODIN D "D" = 0-10V DIMMING B4(EM) LED LOW BAY 112 COLUMBIA LWS-40—HL—W—SFA 1 4000K W OCCUPANCY SENSOR "EM"= 1100 LUMEN BODINE C(EM) LED 14000K RECESSED DOWN LIGHT 14 PRESCOLITE LC4SLDM—RLCSL14L40K8 1 "EM"= 300 LUMEN BODINE CWP LED 14000K RECESSED DOWN LIGHT 14 PRESCOLITE SIMILAR TO TYPE C, 1 EXCEPT DAMP LOCATION D LED 14000K CUTOFF WALLPACK 14 SPAULDING LMC-30LU-4K-3-035 —PC 1 W PHOTOCELL COLOR T.B.D. EX LED UNIVERSAL EXIT SIGN 3 DUAL LITE EVC SERIES 1 W1 AIMABLE LAMP HEADS F 2 JF32T8 STRIP LIGHT 24 GENERIC GENERIC 1 4000K NOTES: 1. FIXTURE IS CONSIDERED GENERIC. 2. LUMEN PACKAGE APPROXIMATELY EQUAL TO TWO F32T8 LAMPS. ALEX PIPER, P.E. CONSULTING ENGINEER FL #42697 POWER • LIGHTING • SYSTEMS • DATA VOICE: 407-878-5848 100 WMD Fera Dr. FAx : 888-557-3523 L ONGWOOD, FL 32779 AIEx P 1PERPE®GMAiLxoM Owner. ACS CONSTRUCTION Protect: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall fumish all items required for the proper execution and completion of the work. Drawing TIBe: -LIGHTING PLAN Revisions: Issue Date Drawn By Chocked By 7/19/18 PIPER PIPER Drawing Number. E201 Project Number: 17291 Owner: ACS CONSTRUCTION Project: AEROLANE BUILDING NEW CONSTRUCTION 600 AERO & 630 LANE SANFORD, FLORIDA, 32771 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: POWER PLAN Revisions: z 0 l; 1 CITY COMMENTS, 8/14/18" t Issue Date (]/19/18 e Checked By Y 7/19/18 PIPER PIPER Issue Date Drawn By e Checked By Y 7/19/18 PIPER PIPER PIPER 11 Drawing Number. 11 E202 .4 I Project Number: 11 17291