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Heartland
<br />PROJECT NOTES
<br />Dental -
<br />Ze P h y rhills,
<br />'renant Improvements
<br />ALL WORK SHALL COMPLY WITH
<br />NiFFA CODES AND STANDARDS
<br />REVIEW DATE H
<br />CITY OF ZEPHYRHILLS
<br />FIRE AND LIFE SAFETY EXAMINER
<br />GENERAL NOTE5:
<br />I. DO NOT SCALE DRAWIN65. USE WRITTEN DIMENSIONS ONLY. SUBMIT ANY DISCREPANCIES
<br />TO THE ARCHITECT FOR CLARIFICATION
<br />2. ALL WORK SHALL BE IN COMPLIANCE WITH THE STANDARD BUILDIN6 REG06NIZED
<br />INDU5TRY STANDARDS, GRAFT5MAN514IP 5TANDARD5 IN THE AREA, ALL MANUFAGTURER
<br />RECOMMENDATIONS, AND ALL OTHER APPLIGABLE CODES
<br />3. PROVIDE AGGE551BILITY FOR THE PHY51GALLY HANDICAPPED GONFORMIN6 TO THE
<br />AMERICANS WITH D15ABILITIE5 ACT OF 2010. TO THE BEST OF OUR KNOWLEDGE, TH15
<br />BUILDIN6 HAS BEEN DE516NED IN ACCORDANCE WITH THE 2012 IBC, AND THE RULES AND
<br />REC-ULATION5 OF NEN CONSTRUCTION PER ADA
<br />4. THE GONTRAGTOR(5) SHALL BE RE5PON51BLE FOR BUILDIN6 THIS PROJEGT IN
<br />ACCORDANCE WITH THE DRAKIN65 AND 5PEGIFIGATION5 UNLE55 A WRITTEN NOTIFICATION
<br />FROM THE OWNER OR ARCHITECT TO THE CONTRARY 15 RECEIVED
<br />5. THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJEGT IN ANY
<br />RESPECT OTHER THAN THAT OUR ARCHITECTURAL WORK AND JUDGEMENT RENDERED
<br />MEETS THE STANDARDS OF CARE OF OUR PROFE55ION
<br />6. THE LOCATION OF THE EXI5TIN6 UTILITIES AND STRUCTURES 5HOWN HEREON ARE
<br />APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
<br />EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER 5HOKN HEREON OR NOT, PRIOR TO
<br />ANY EXCAVATION. ANY DAMA6E5 SHALL BE REPAIRED AT THE EXPENSE OF THE
<br />CONTRACTOR
<br />1. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRAGIN6 AND 5HORIN6 FOR ALL WORK
<br />DURIN6 THE CONSTRUCTION PERIOD
<br />8. PROVIDE ILLUMINATED EXIT 516N5 WITH BATTERY BAGKUP DE516NATIN6 EXITS AND WAYS
<br />OF TRAVEL THERETO
<br />q. FIRE BARRIER SHALL BE CONTINUOUS FROM OUT5IDE WALL TO OUTSIDE WALL, FROM A
<br />FIRE BARRIER TO ANOTHER FIRE BARRIER, OR A COMBINATION THEREOF, INGLUDIN6
<br />CONTINUITY THROUGH ALL CONGEALED SPACES SUCH A5 TH05E FOUND ABOVE A GEILIN6,
<br />INGLUDIN6 INTER5TITAL 5PAGE5
<br />10. PA55A(5E5 OF PIPES, CONDUITS, BUS DUCTS, GABLES, WIRE5, AIRDUGT5, PNEUMATIC DUGT5,
<br />AND 51MILAR BUILDIN6 SERVICE EQUIPMENT THROUGH FIRE BARRIERS SHALL BE
<br />PROTECTED AS FOLLOW
<br />10.1. THE SPACE BETWEEN PENETRATIN6 ITEM AND FIRE BARRIER SHALL BE FILLED WITH
<br />A MATERIAL GAPA13LE OF MAINTAININ6 THE FIRE RE515TANGE RATING OF THE FIRE
<br />BARRIER PRODUCT. PRODUCT USED MUST MEET TEST METHODS A5TM E814 OR UL
<br />14161 FOR FIRE RATING (PER 114.3.12 4 114.4.1.1.2 IBG 2012)
<br />10.2. FIRE BARRIERS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH 2"
<br />5TENGILIN6 (AT 12" O.G) ABOVE ANY DECORATIVE GEILIN6 AND CONGEALED
<br />5PAGE5 KITH THE FOLLOWING:
<br />10.2.1. FIRE/SMOKE BARRIER
<br />10.2.2. PROTECT ALL OPENINGS
<br />II. PROVIDE AT LEAST I GLA55 AEG 5 POUND FIRE EXTINOU15HER TO BE MOUNTED WHERE
<br />READILY VISIBLE AND AGGE551BLE. ADDITIONAL UNITS MAY BE REQUIRED TO MEET A 15
<br />FT. TRAVEL DISTANCE LIMITATION. INSTALL IN ACCORDANCE WITH NFPA 10 OR PER
<br />LOCAL AUTHORITY.
<br />12. WHEN A BEAM OR COLUMN BEGOME5 PART OF A FIRE RATED WALL OR GEILIN6 IT MUST
<br />BE PROTECTED AND BE FIRE RATED A5 15 THE WALL OR GEILIN6.
<br />13. SHELL MEGHANIGAL ROOM SHALL BE SEPARATED FROM THE REST OF THE BUILDING BY
<br />ONE HOUR RATED FIRE-RE515TIVE CONSTRUCTION WITH ALL OPENINGS PROTECTED BY 45
<br />MINUTE LABELED FIRE DOOR ASSEMBLY. ALL RATED WALLS, WINDOWS, AND DOORS
<br />SHALL BE CLEARLY IDENTIFIED ON ARCHITECTURAL DRAWIN65.
<br />14. THE FLOOR ON BOTH SIDES OF A DOOR SHALL BE LEVEL AND SHALL HAVE THE SAME
<br />ELEVATION ON BOTH 51DE5 OF THE DOOR, FOR A D15TANGE ON EACH 51DE EQUAL TO THE
<br />WIDTH OF THE WIDE5T SINGLE DOOR.
<br />15. DOORS IN EXITS SHALL NOT BE SUBJECT TO THE USE OF A KEY FOR OPERATION FROM
<br />THE INSIDE OF THE BUILDIN6.
<br />I6. EVERY INTERIOR AND EXTERIOR DOOR IN THE BUILDIN6 SHALL BE PROVIDED WITH
<br />HANDICAP HARDWARE (LEVERS, PANIC HARDWARE, OR U-SHAPE DE516NED DEVICES, ETC)
<br />11. PROVIDE J-MOLDS AND CORNER BEADS AT THE ED6E5 OF ALL EIF5 5Y5TEM5 AND
<br />6YP5UM BOARD.
<br />734 Gall Boulevard
<br />ephyrhills, Florida 33541
<br />18. PROVIDE CONTINUOUS BLOGKIN6 IN ALL STUD KALL5 THAT ARE TO RECEIVE 6RAB BARS,
<br />TOILET PARTITIONS, ETC.
<br />A ALL METAL STUD GAUGE DE516N SHALL BE AS REQUIRED BY PERFORMANCE AND AS
<br />INDICATED IN THE DRAWIN65.
<br />20. PROVIDE SEPARATION BETWEEN ALL D1551MILAR METALS INGLUDIN6 56REW5, NAILS AND
<br />OTHER FASTENING DEVICES
<br />21. WHERE MATERIAL FASTENERS ARE NOT INDICATED, PROVIDE A5 SPECIFIED BY THE
<br />MATERIAL MANUFACTURER'S RECOMMENDATIONS AND PROGEDURE5
<br />22. USE ONLY 'LEAD-FREE' PIPE AND SOLDER FOR DOMESTIC WATTE SYSTEM (SAFE DRINKING
<br />WATER ACT OF Ig86 AND 5.5.P.G. SECTION 1210.1.4)
<br />23. GENERAL CONTRACTOR SHALL TREAT THE 501L BENEATH THE SUITE 5PAGE5 WITH TERMITE
<br />POISON PER MANUFACTURER'S RECOMMENDATIONS
<br />24. ALL KALL5 TO BE ANCHORED BY POWER ACTUATED FASTENERS
<br />25. ALL WOOD THAT 15 IN DIRECT CONTACT WITH CEMENT, MA50NRY OR EARTH SHALL BE
<br />PRE55URE TREATE
<br />26. BUILDING 516NAGE 15 TO BE PERMITTED UNDER SEPARATE COVER
<br />21. 6YP51)M BOARD WALL5 AND GEILIN65 SHALL BE INSTALLED PER THE GYPSUM
<br />GON5TRUGTION HANDBOOK, 6TH EDITION. LEVELS OF FIN15H PER THE FOLLOWING:
<br />LEVEL 1: IN CONGEALED 5PAGE5, PLENUMS ABOVE GEILIN65, SERVICE
<br />GORRIDOR5 AND 5PAGE5 NOT OPEN TO PUBLIC VIEW
<br />LEVEL 2: IN WAREHOU5E AND STORAGE SPACES
<br />LEVEL 3: IN AREAS TO RECEIVE HEAVY TEXTURED WALL FIN15HE5, COMMERCIAL
<br />GRADE (HEAVY-DUTY) KALL GOVERIN6
<br />LEVEL 4: IN AREAS TO RECEIVE FLAT PAINTS, LI6HT TEXTURES, RESIDENTIAL
<br />(LIGHT -DUTY) WALL GOVERIN6
<br />LEVEL 5: IN AREAS TO RECEIVE 6LO55, SEMI-6LO55, OR ENAMEL PAINTS,
<br />UNTEXTURED FINISHES AND IN CRITICAL LIGHTING AREAS
<br />IN5ULATION NOTES
<br />I. PROVIDE FOIL-FAGED BATT TYPE INSULATION IN EXTERIOR STUD WALLS TO MEET MINIMUM
<br />R-Iq
<br />2. FLAME5PREAD AND SMOKE DEVELOPMENT RATIN65 FOR BATT INSULATION VAPOR
<br />RETARDER SHALL BE AS FOLLOWS
<br />2.1. FLAME5PREAD:25
<br />22. 5MOKE DEVELOPMENT: 450
<br />JOINT5 AND 5EALANT NOTE-5
<br />I. PROVIDE CONTINUOUS WATERPROOFING 51LIGONE BASED SEALANT AND BACKER ROD AT
<br />ALL STOREFRONT AND MASONRY JUNCTIONS AND TERMINATIONS. 5EALANT SHALL MATCH
<br />STOREFRONT
<br />2. PROVIDE CONTINUOUS 5EALAND AND BACKER ROD AT ALL JUNCTIONS BETWEEN
<br />DISSIMILAR MATERIALS, I.E. BRICK TO EIF5 ETC. DOW/GORNIN6 #1qO
<br />3. THE METAL E06E 5EGUREMENT, EXCEPT GUTTER, SHALL BE INSTALLED AS TESTED IN
<br />ACCORDANCE WITH M05T CURRENT VERSION OF THE AN51/5PRI EX -I, AMERICAN NATIONAL
<br />STANDARD FOR E06E SYSTEMS USED WITH LOW-5LOPE ROOFIN6 5Y5TEM5
<br />4. PROVIDE 5TANDIN6 SEAM JOINTS AT ALL GOPING 5LIGE5 FOR THERMAL EXPANSION. ALL
<br />5EAM5 SHALL BE SEALED WITH DOW/GORNIN6 #7q5 TYP.
<br />5. PROVIDE GL05URE END GAPS AND qO DEGREE TRANSITIONS AT ALL EXPAN510N JOINTS
<br />AND END WALL GAPS AT 6RAVEL5TOP5, TYP.
<br />6. ALL METAL VENTS AND FLUES SHALL BE FLASHED WITH 'PORTALS PLUS' FLA5HIN6 BOOT,
<br />TYP. SEAL ALL METAL TO METAL CONNECTIONS WITH DOW/GORNIN6 #1q5 (NOTE: NO CLEAR
<br />51LIGONE SEALANT SHALL BE ALLONED)
<br />1. ANCHOR ALL PRE55URE TREATED WOOD BLOGKING AT TOP OF MASONRY WALL5 UNDER
<br />GOPIN6 WITH 3/8" DIA. HOT DIPPED 6ALVANIZED ANGHOR5 AT 36" O.G.
<br />8. ALL EXTERIOR JOINTS IN THE BUILDIN6 ENVELOPE THAT ARE SOURCES OF AIR LEAKS
<br />SHALL BE CAULKED, &A5KETED, WEATHER STRIPPED, OR OTHERWI5E SEALED IN
<br />AGGORDANGE WITH SPECIFICATIONS
<br />q. PROVIDE CONTROL JOINTS IN 6YP5UM BOARD PER A5TM G-840 AND 6A-216-10
<br />DESIGN SUMMARY
<br />SYNOPSIS:
<br />THE SCOPE OF WORK CONSISTS OF A SINGLE TENANT BUILD -OUT
<br />OF APPROXIMATELY 4,125 SQUARE FEET IN AN EXISTING BANK
<br />SHELL BUILDING, LOCATED IN ZEPHYRHILLS, FL. THE EXISTING
<br />STRUCTURE INCLUDES, BUT IS NOT LIMITED TO, A 4" THICK
<br />CONCRETE SLAB, POURED CONCRETE � GMU HALL GONSTRUGTION
<br />WITH BRICK EXTERIOR VENEER, STEEL JOISTS AND BUILT-UP ROOF
<br />SYSTEM ON METAL ROOF DECKING. INTERIOR CONSTRUCTION WILL
<br />COMPRISE OF METAL STUD FRAMING. EXTERIOR GON5TRUGTION
<br />HILL CONSIST OF THE REMOVAL OF THE DRIVE -THROUGH CANOPY.
<br />ALL NEW CONSTRUCTION WILL MATCH THAT ALLOWED IN TYPE V-B
<br />CONSTRUCTION.
<br />OGGUPANGY GLASSIEIGATION:
<br />FBG CLASSIFICATION - BUSINESS (DENTAL OFFICE)
<br />LIFE SAFETY CODE GLASSIFICATION - BU51NE55 (DENTAL OFFICE)
<br />BU I LD I NO GON5TRUGTION:_
<br />GON5TRUGTION TYPE: TYPE V-B
<br />SPRINKLERED: NO
<br />FIRE ALARM: NO
<br />TENANT AREA:
<br />4,3c10 SG2. FT. (GROSS SQUARE FOOTAGE)
<br />4,125 50. FT. (NET SQUARE FOOTAGE)
<br />OGGUPANT LOAD 4 EGRESS WIDTHS:
<br />4,125 50. FT. / 100 5F/PER5ON = 41.25 PERSONS
<br />42 PERSONS 0.2 I N/PER50N = 8.4 INCHES REGU I RED, 68 I NGHES
<br />PROVIDED
<br />PLUM$ I NG GALGULAT IONS
<br />WATER CLOSETS
<br />LAVATORIES
<br />DRINKING
<br />OGGUPANGY:
<br />BATHTUBS/
<br />FOUNTAINS
<br />OTHER
<br />MALE
<br />FEMALE
<br />MALE
<br />FEMALE
<br />I
<br />B (BUSINESS)
<br />5HOWER5
<br />I PER 25 FOR THE FIRST 50 AND I PER 50
<br />1 PER 40 FOR THE FIRST 80 AND I PER BO
<br />I PER 100
<br />FOR THE REMAINDER EXGEEDIN6 50
<br />FOR THE REMAINDER EX8 GEEDIN6 0
<br /># REQUIRED
<br />I
<br />I
<br />I
<br />I
<br />-----
<br />I
<br />I SERVICE SINK
<br /># PROVIDED
<br />I
<br />I
<br />I
<br />I
<br />-----
<br />I
<br />I SERVICE SINK; I UNISEX RESTROOM
<br />GONTAGTS
<br />TENANT
<br />HEARTLAND DENTAL
<br />1200 NETWORK CENTRE DRIVE
<br />EFF I N&HAM, IL 62401
<br />CONTACT: ZAGH TYLKA
<br />PHONE: (217) 540-8216
<br />OWNER
<br />WM6 DEVELOPMENT
<br />1200 NETWORK CENTRE DRIVE
<br />EFFIN&HAM, IL 62401
<br />CONTACT: ZAGH TYLKA
<br />PHONE: (217) 540-8216
<br />ARGHITEGT
<br />HILL FOLEY R0551 4 A550GIATE5, LLG
<br />3680 PLEASANT HILL ROAD
<br />SUITE 200
<br />DULUTH, 6A 300%
<br />CONTACT: BRAD MGGULLOU6H, R.A.
<br />PHONE: (770) 622-g858
<br />MEP EN61 NEERI NG
<br />SHEPHERD, HARVEY 6 A550GIATE5, INC.
<br />4855 RIVER GREEN PARKWAY
<br />SUITE 400
<br />DULUTH, 6A 300g6
<br />CONTACT: BRAD SHEPHERD, P.E.
<br />PHONE: (770) 4q5-4007
<br />DES I (5N GODES
<br />• 2017 FLORIDA BUILDING CODE ((qTH EDITION)
<br />• 2017 FLORIDA MEGHANIGAL GODE 66TH EDITION)
<br />• 2017 FLORIDA PLUMBING CODE (6TH EDITION) `-
<br />DRAWING INDEX
<br />SHEET
<br />DRANIN6 NAME
<br />GO 155UE
<br />REV #1
<br />REV #2
<br />REV #3
<br />ARCHITECTURAL
<br />02-13-Iq
<br />A001
<br />COVER SHEET
<br />A002
<br />SPECIFICATIONS
<br />A003
<br />5PEGIFIGATION5
<br />Q
<br />A004
<br />5PEGIFIGATION5
<br />A005
<br />5PEGIFIGATION5
<br />A006
<br />U.L. DETAILS
<br />Q
<br />A007
<br />GENERAL NOTES, DOOR 8 WINDOW SGHEOULE5
<br />A008
<br />LIFE SAFETY PLAN, DETAILS $ NOTES
<br />0101
<br />DEMOLITION FLOOR PLAN
<br />Q
<br />D20I
<br />DEMOLITION EXTERIOR ELEVATIONS
<br />A100
<br />SITE PLAN
<br />AIOI
<br />FLOOR PLAN
<br />Q
<br />AI02
<br />EQUIPMENT PLAN
<br />AI03
<br />EQUIPMENT DETAILS
<br />Q
<br />A201
<br />EXTERIOR ELEVATIONS
<br />A501
<br />RE5TROOM PLAN, DETAILS 4 ELEVATIONS
<br />A502
<br />INTERIOR ELEVATIONS
<br />A503
<br />INTERIOR ELEVATIONS
<br />A504
<br />INTERIOR ELEVATIONS
<br />A505
<br />INTERIOR ELEVATIONS
<br />A601
<br />REFLECTED CEILING PLAN
<br />A602
<br />REFLECTED GEILIN6 PLAN DETAILS
<br />"
<br />A801
<br />ROOM FINISH PLAN, DETAILS 4 SGHEDULES
<br />Q
<br />A802
<br />ROOM FINISH DETAILS
<br />Q
<br />MECHANICAL
<br />02-15-Iq
<br />MOOT
<br />MEGHANIGAL NOTES $ LEGENDS
<br />M002
<br />MEGHANIGAL DETAILS
<br />Q
<br />M003
<br />MEGHANIGAL SCHEDULES
<br />MIOI I
<br />MEGHANIGAL FLOOR PLAN
<br />ELECTRICAL
<br />02-13-Iq
<br />E001
<br />ELECTRICAL NOTES 8 5PE6IFIGATION5
<br />Q
<br />E101
<br />ELECTRICAL FLOOR PLAN - LIGHTING
<br />Q
<br />E102
<br />ELECTRICAL FLOOR PLAN - POWER 6 SYSTEMS
<br />Q
<br />E500
<br />ELECTRICAL SCHEDULES 8 RISERS
<br />E511
<br />ELECTRICAL DETAILS
<br />Q
<br />PLUMBING
<br />02-13-14
<br />POOI
<br />PLUMBING NOTES 4 SPECIFICATIONS
<br />P002
<br />PLUMBING SCHEDULES
<br />P005
<br />PLUMBING DETAILS
<br />P004
<br />PLUMBING DETAILS
<br />P005
<br />PLUMBING RISER DIAGRAM
<br />Q
<br />PIOI
<br />PLUMBING FLOOR PLAN - WASTE $ VENT
<br />Q
<br />P102
<br />PLUMBING FLOOR PLAN - WATER
<br />Q
<br />P103
<br />PLUMBING FLOOR PLAN - MEDIGAL GAS
<br />Q
<br />• 6TH EDITION FLORIDA FIRE PREVENTION CODE
<br />(BASED ON NFPA I UNIFORM FIRE CODE 2015 EDITION 4 NFPA 101 LIFE
<br />SAFETY CODE 2015 EDITION)
<br />• 2014 NATIONAL ELECTRICAL CODE
<br />• 2017 FLORIDA BUILDING CODE ACCESSIBILITY (6TH EDITION)
<br />VIGINITY PLAN
<br />KEY PLAN
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<br />ARCHITECTURE
<br />ENGINEERING
<br />3680 Pleasant Hill Road
<br />Suite 200
<br />Duluth, Georgia 30096
<br />p 770.622.9858
<br />f 770.622.9535
<br />www.hillfoleyrossi.com
<br />© Copyright (as dated below).
<br />This drawing and all reproductions thereof are the
<br />property of Hill Foley Rossi & Associates, LLC.(HFR).
<br />It is intended for the sole use of the project named
<br />hereon. Reproduction without the written consent of
<br />HFR is unlawful. All copies are to be returned to HPR
<br />upon project completion.
<br />sealed: 02-13-2019
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<br />02/13/191 For
<br />Construction
<br />mk I date issue
<br />Cover
<br />Sheet
<br />A0011111
<br />HFR 18.945
<br />
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