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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />R <br />■ <br />P <br />■ <br />0 <br />■ <br />N <br />■ <br />M <br />■ <br />L <br />■ <br />K <br />■ <br />J <br />H <br />■ <br />G <br />■ <br />F <br />■ <br />E <br />L <br />D <br />■ <br />C <br />■ <br />B <br />■ <br />ti <br />A <br />U <br />w <br />Q <br />m <br />0 <br />� k <br />U <br />0 <br />0 <br />0 <br />CODES, GUIDELINES, AND STANDARDS <br />APPLICABLE CODES, GUIDELINES, AND STANDARDS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: <br />THE FLORIDA BUILDING CODE, 7TH EDITION (2020), BUILDING <br />THE FLORIDA BUILDING CODE, 7TH EDITION (2020), EXISTING <br />THE FLORIDA BUILDING CODE, 7TH EDITION (2020), MECHANICAL <br />THE FLORIDA BUILDING CODE, 7TH EDITION (2020), PLUMBING <br />THE FLORIDA BUILDING CODE, 7TH EDITION (2020), ENERGY CONSERVATION <br />THE FLORIDA BUILDING CODE, 7TH EDITION (2020), ACCESSIBILITY <br />THE FLORIDA FIRE PREVENTION CODE, 7TH EDITION (2020) <br />THE FLORIDA ADMINISTRATIVE CODE, RULE NO.69A-3.012 STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND OTHER <br />STANDARDS ADOPTED <br />NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL CODE <br />NFPA 101, 2018 EDITION, THE LIFE SAFETY CODE (FLORIDA SPECIFIC EDITION) <br />AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A17.1-2016/CSA B44-16, SAFETY CODE FOR ELEVATORS AND ESCALATORS <br />NATIONAL FIRE PROTECTION ASSOCIATION <br />NFPA 01-2018 EDITION, THE FIRE CODE (FLORIDA-SPECIFIC EDITION) <br />NFPA 10-2018 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS <br />NFPA 12-2015 EDITION, STANDARD ON CARBON DIOXIDE EXTINGUISHING SYSTEMS <br />NFPA 13-2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS <br />NFPA 14-2016 EDITION, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS <br />NFPA 15-2017EDITION, STANDARD FOR WATER SPRAY FIXED SYSTEMS FOR FIRE PROTECTION <br />NFPA 25-2017 EDITION, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS <br />NFPA 70-2017 EDITION, NATIONAL ELECTRICAL CODE <br />NFPA 72-2016EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE <br />NFPA 75-2013 EDITION, STANDARD FOR THE FIRE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT <br />NFPA 80-2016 EDITION, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES <br />NFPA 9OA-2018 EDITION, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS <br />NFPA 90B-2018 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS <br />NFPA 92-2015EDITION, STANDARD FOR SMOKE -CONTROL SYSTEMS <br />NFPA 99-2018 EDITION, HEALTH CARE FACILITIES CODE <br />NFPA 101-2018EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) <br />NFPA 101A-2016 EDITION, GUIDE ON ALTERNATIVE APPROACHES TO LIFE SAFETY <br />NFPA 105-2016 EDITION, STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER OPENING PROTECTIVES <br />NFPA 110-2016 EDITION, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS <br />NFPA 204-2015 EDITION, STANDARD FOR SMOKE AND HEAT VENTING <br />NFPA 241-2013 EDITION, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS <br />NFPA 251-2006 EDITION, STANDARD METHODS OF TESTS OF FIRE RESISTANCE OF BUILDING CONSTRUCTION AND MATERIALS <br />NFPA 252-2017 EDITION, STANDARD METHODS OF FIRE TESTS OF DOOR ASSEMBLIES <br />NFPA 253-2015 EDITION, STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS USING A RADIANT <br />HEAT ENERGY SOURCE <br />NFPA 255-2006 EDITION, STANDARD METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS <br />NFPA 259-2018 EDITION, STANDARD TEST METHOD FOR POTENTIAL HEAT OF BUILDING MATERIALS <br />NFPA 286-2015 EDITION, STANDARD METHODS OF FIRE TEST FOR EVALUATING CONTRIBUTION OF WALL AND CEILING INTERIOR FINISH TO <br />ROOM FIRE GROWTH <br />NFPA 288-2017 EDITION, STANDARD METHODS OF FIRE TESTS OF HORIZONTAL FIRE DOOR ASSEMBLIES INSTALLED IN HORIZONTAL <br />FIRERESISTANT-RATED ASSEMBLIES <br />NFPA 701-2015 EDITION, STANDARD METHODS OF FIRE TESTS FOR FLAME PROPAGATION OF TEXTILES AND FILMS <br />NFPA 703-2018 EDITION, STANDARD FOR FIRE RETARDANT -TREATED WOOD AND FIRE -RETARDANT COATINGS FOR BUILDING MATERIALS <br />NFPA 704-2017 EDITION, STANDARD SYSTEM FOR THE IDENTIFICATION OF THE FIRE HAZARDS OF MATERIALS FOR EMERGENCY RESPONSE <br />MISCELLANEOUS STANDARDS AND TESTING COMPANIES <br />UNDERWRITERS LABORATORIES INC. (UL)-HTTP://DATABASE.UL.COM/CGI-BIN/XYV/TEMPLATE/LISEXT/l FRAME/FIRERESSRCH.HTML <br />WARNOCK HERSHEY-INTERTEK, INC. (WHI) -HTTP://WWW.INTERTEK.COM/DIRECTORIES/ <br />AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)/SEI 29-2014, STANDARD CALCULATION METHODS FOR STRUCTURAL FIRE PROTECTION <br />ICC Al 17.1-2009, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES <br />ANSI/BHMA Al56.3-2008, EXIT DEVICES <br />BHMA Al56.10-2011, STANDARD FOR POWER OPERATED PEDESTRIAN DOORS <br />BHMA A156.19-2013, STANDARD FOR POWER ASSIST AND LOW ENERGY POWER OPERATED DOORS <br />FLORIDA PRODUCT APPROVAL, FAC 9N-3 <br />Al CODE SUMMARY <br />NO SCALE <br />TYPE OF CONSTRUCTION <br />FBC TABLE 601 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) <br />BUILDING ELEMENT <br />TYPE 11 <br />TYPE III <br />TYPE IV <br />TYPE V <br />A <br />A <br />B <br />A <br />B <br />HT <br />A <br />B <br />PRIMARY STRUCTURAL FRAMEf <br />3a <br />1 <br />0' <br />1 <br />0 <br />HT <br />1 <br />0 <br />(SEE SECTION 202) <br />BEARING WALLS <br />EXTERIORe, f <br />3 <br />1 <br />0 <br />2 <br />2 <br />2 <br />1 <br />0 <br />INTERIOR <br />3a <br />1 <br />0' <br />1 <br />0 <br />1/HT <br />1 <br />0 <br />NONBEARING WALLS & PARTITIONS <br />SEE TABLE 602 <br />EXTERIOR <br />NONBEARING WALLS & PARTITIONS <br />0 <br />0 <br />0 <br />0 <br />0 <br />SEE SECTION <br />0 <br />0 <br />INTERIORd <br />2304.11.2 <br />FLOOR CONSTRUCTION AND <br />ASSOCIATED SECONDARY MEMBERS <br />2 <br />1 <br />0' <br />1 <br />0 <br />HT <br />1 <br />0 <br />(SEE SECTION 202) <br />ROOF CONSTRUCTION AND <br />ASSOCIATED SECONDARY MEMBERS <br />1 1 /2b <br />1 b, c <br />0C <br />1 b, c <br />0 <br />HT <br />1 b, c <br />0 <br />(SEE SECTION 202) <br />FOR SI: 1 FOOT = 304.8 MM. <br />a. ROOF SUPPORTS: FIRE -RESISTANCE RATINGS OF PRIMARY STRUCTURAL FRAME AND BEARING <br />WALLS ARE PERMITTED TO BE REDUCED BY 1 HOUR WHERE SUPPORTING A ROOF ONLY. <br />b. EXCEPT IN GROUP F-1, H, M AND S-1 OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS <br />SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY <br />PART OF THE ROOF CONSTRUCTION IS 20 FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. <br />FIRE -RETARDANT -TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH <br />UPROTECTED MEMBERS. <br />c. IN ALL OCCUPANCIES, HEAVY TIMBER COMPLYING WITH SECTION 2304.11 SHALL BE ALLOWED <br />WHERE A 1 HOUR OR LESS FIRE -RESISTANCE RATING IS REQUIRED. <br />d. NOT LESS THAN THE FIRE -RESISTANCE RATING REQUIRED BY OTHER SECTIONS OF THIS CODE. <br />e. NOT LESS THAN THE FIRE -RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE <br />(SEE TABLE 602). <br />f. NOT LESS THAN THE FIRE -RESISTANCE RATING AS REFERENCED IN SECTION 704.10. <br />FLOOR CONSTRUCTION AND SUPPORTING PRIMARY STRUCTURAL FRAME IS REQUIRED TO HAVE EQUAL <br />HOUR RATING WHERE SUPPORTING SHAFTS, PER FBC SECTION 711. <br />FIRE -RESISTANCE RATED CONSTRUCTION <br />FBC TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS <br />UNPROTECTED OPENINGS, GREATER THAN 30 FEET: NO LIMIT <br />FBC SECTION 713.4 SHAFT ENCLOSURES FIRE -RESISTANCE RATING <br />CONNECTING 4 STORIES OR MORE: 2 HOUR <br />CONNECTING LESS THAN 4 STORIES: 1 HOUR <br />(FIRE -RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED <br />2 HOUR) <br />FBC SECTION 1023.2 EXIT ENCLOSURES FIRE -RESISTANCE RATING <br />CONNECTING 4 STORIES OR MORE: 2 HOUR <br />CONNECTING LESS THAN 4 STORIES:1 HOUR <br />FBC SECTION 508 MIXED OCCUPANCY SEPARATION <br />1-2 / F-1 : 2-HOUR <br />MEANS OF EGRESS <br />FBC SECTION 1005.3 EGRESS WIDTH PER OCCUPANT SERVED <br />SPRINKLERED: STAIRWAYS (INCHES PER OCCUPANT) 0.3 <br />OTHER EGRESS COMPONENTS (INCHES PER OCCUPANT) 0.2 <br />FBC SECTION 1010.1.1.1 PROJECTIONS INTO CLEAR WIDTH <br />BETWEEN 34 INCHES AND 80 INCHES ABOVE FINISHED FLOOR, 4 INCHES, MAX <br />NFPA 101 (FLORIDA SPECIFIC), 7.1.5 -HEADROOM <br />7 FEET-6 INCHES WITH PROJECTIONS FROM CEILING NOT LESS THAN 6 FEET 8 INCHES, WITH A TOLERANCE <br />OF -3/4 INCHES, ABOVE FINISHED FLOOR AND MINIMUM CEILING HEIGHT MAINTAINED FOR NOT LESS THAN <br />TWO-THIRDS OF CEILING AREA. <br />STAIRS: NOT LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY ABOVE A PLANE PARALLEL TO, AND <br />TANGENT WITH, MOST FORWARD PROJECTION OF STAIR TREAD. <br />NFPA 101 (FLORIDA SPECIFIC) SECTION 7.7.2 EXIT DISCHARGE THROUGH INTERIOR BUILDING AREA <br />NOT MORE THAN 50 PERCENT OF REQUIRED NUMBER OF EXIT STAIRS SERVING NORMALLY OCCUPIED <br />AREAS OF EACH FLOOR, AND NOT MORE THAN 50 PERCENT OF EXIT STAIR CAPACITY REQUIRED FOR <br />NORMALLY OCCUPIED AREAS OF EACH FLOOR, SHALL DISCHARGE THROUGH AREAS ON ANY LEVEL OF <br />DISCHARGE. <br />FBC SECTION 1020.2 MINIMUM CORRIDOR WIDTH: 44 INCHES <br />INTERIOR FINISHES <br />FBC TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <br />INTERIOR EXIT STAIRWAYS, RAMPS, AND EXIT PASSAGEWAYS: CLASS B <br />CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: CLASS B, <br />PER FFPC SECTION 38.3.3.2 (MORE STRINGENT) <br />ROOMS AND ENCLOSED SPACES: CLASS C <br />FBC SECTION 804 INTERIOR FLOOR FINISH VERTICAL EXITS, EXIT PASSAGEWAYS, AND ACCESS CORRIDORS: <br />CLASS II (MORE STRINGENT THAN FFPC) <br />OTHER <br />ALL FIRE RATED DOORS SHALL HAVE CLOSERS AND POSITIVE LATCHING, SEE SPECIFICATION 08 7100. <br />ALL DOORS IN THE PATH OF EGRESS, SERVING AND OCCUPANT LOAD OF 50 OR MORE, SHALL BE EQUIPPED <br />WITH EXIT DEVICES. <br />ALL DOORS SHALL BE PROVIDED WITH HARDWARE HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE <br />HAND. <br />NFPA 10 SECTION 6.2.1.2.2 FIRE EXTINGUISHERS <br />SHALL BE LOCATED SO THAT THE MAXIMUM TRAVEL DISTANCES SHALL NOT EXCEED 75 FEET. <br />GENERAL BUILDING HEIGHT AND AREA <br />FBC SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES <br />ALLOWABLE <br />PROVIDED <br />HEIGHT (FBC TABLE 504.3a): SPRINKLERED <br />180'-0" <br />67'-4" <br />NUMBER OF STORIES (FBC TABLE 504.4): SPRINKLERED <br />10 <br />15 <br />FBC TABLE 506.2 ALLOWABLE AREA: SPRINKLERED, MULTI -STORY (SM) <br />ALLOWABLE <br />AREA <br />LEVEL <br />AREA <br />PROVIDED <br />USE AND OCCUPANCY <br />1-2: CONDITION 2 <br />FACTORY GROUP F-1: ACCESSORY OCCUPANCY <br />MIXED USE AND OCCUPANCY <br />FBC SECTION 508.4 SEPARATED OCCUPANCIES <br />IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL <br />BUILDING AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH <br />SEPARATED OCCUPANCY SHALL NOT EXCEED 1. EACH SEPARATED OCCUPANCY SHALL COMPLY WITH THE <br />BUILDING HEIGHT LIMITATIONS BASED ON THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE <br />WITH SECTION 503.1. INDIVIDUAL OCCUPANCIES SHALL BE SEPARATED FROM ADJACENT OCCUPANCIES IN <br />ACCORDANCE WITH TABLE 508.4. <br />1. SOLID LINES INDICATE NEW CONSTRUCTION FOR THE PHASE INDICATED. SCREENED LINES <br />INDICATE EXISTING CONSTRUCTION TO REMAIN OR NEW CONSTRUCTION COVERED IN ANOTHER <br />DIVISION. <br />2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS IMPACTING THE WORK AND <br />REPORT DISCREPANCIES TO THE ARCHITECT AND OWNER'S REPRESENTATIVE. <br />3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO <br />OWNER OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE <br />VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. <br />4. ALL DIMENSIONS ARE FROM FINISH FACE OR GRID LINE. <br />5. WHEN SURFACES APPEAR ADJACENT TO EACH OTHER THE FINISH SURFACES MUST ALIGN. <br />6. IF, DURING RENOVATION OR NEW CONSTRUCTION, THE EXISTING SMOKE DETECTORS, FIRE <br />ALARM PULLS, EXIT LIGHTS, ETC. ARE HIDDEN OR DISABLED, THEN THESE DEVICES SHALL BE <br />TEMPORARILY RELOCATED OR REPLACEMENTS PROVIDED TO MAINTAIN THE LIFE SAFETY <br />REQUIREMENTS OF THE OCCUPIED AREAS. <br />A10 GENERAL CONSTRUCTION NOTES <br />NO SCALE <br />1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 <br />PROJECT NORTH <br />NORTH REFERENCE <br />TRUE NORTH <br />HEIGHT--, <br />100'-0" ELEVATION TARGET <br />1ST LEVEL <br />POINT OF TOP OF PARAPET <br />ELEVATION <br />DETAILED <br />DETAIL NUMBER AREA <br />Al SIM �� DETAIL REFERENCE <br />01 / <br />SHEET NUMBER <br />SECTION NUMBER Akllt6s' <br />IM <br />1 <br />101 SECTION REFERENCE <br />SHEET NUMBER <br />ELEVATION NUMBER > Al SIM <br />ARROWS POINT TO�� <br />ELEVATIONS DRAWN A101 ELEVATION REFERENCE <br />SHEET NUMBER <br />rf <br />0 <br />NEW EXISTING COLUMN DESIGNATION <br />I COLUMN i COLUMN <br />i <br />�F—REVISION NUMBER <br />—SCOPE OF REVISION <br />DOORS ARE TO RECEIVE <br />THE NUMBER OF THE ROOM <br />WHICH IT SERVES. IF MORE THAN 200-A DOOR NUMBER <br />ONE DOOR SERVES THE ROOM A <br />LETTER DESIGNATION FOLLOWS <br />THE DOOR NUMBER <br />CONFERENCE ROOM ROOM NAME & NUMBER <br />101 <br />SEAL <br />2I -- WALL TYPE NUMBER <br />K000 MATERIAL NOTE <br />REFERENCE <br />G000 GENERAL NOTE <br />REFERENCE ARASH AHANI KAMANGAR, AIA AR95990 <br />A1010-100 EQUIPMENT NOTE Is <br />REFERENCE AdventHealth <br />ZEPHYRHILLS <br />EXTERIOR GLAZING ID <br />GENERATOR ADDITION <br />INTERIOR GLAZING ID <br />CEILING <br />BASE XX-01 WALL <br />-01 XX-0 ROOM FINISHES <br />XX-0 <br />FLOOR <br />Hunton 091 <br />ARCHITECTS <br />DATE SUBMISSION NO <br />ACCENT WALL FINISH 12.17.21 CONSTRUCTION DOCUMENTS <br />AND LIMITS <br />II-01 MISCELLANEOUS FINISH <br />OR NOTE <br />A16 SYMBOL LEGEND <br />NO SCALE <br />ARCHITECTURAL NOTES & SYMBOLS & <br />PROJECT DATA <br />PROD. NO. H-20232.00 SHEET <br />DRAWN DU <br />■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />Copyright Huntonl3rady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 <br />