43_15_TCCC1.0_Cover_Sheet_-_Notes.pdf

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JE DUNN + HWA

CLEARWATER, FL 33756

CONSULTING ENGINEER

1765 CARNEGIE AVENUE

Ph: (727) 505-9941

JAMES E. BRADLEY, P.E.

J E B

0' 4' 8' 16' 32'

1/8" = 1'-0"

0' 2' 4' 8' 16'

1/4" = 1'-0"

0' 1' 2'

3/4" = 1'-0"

4'0' 1'

1 1/2" = 1'-0"

2' 2'1'6"6"3"0' 6"

3" = 1'-0"

1'3"

NOT FOR CONSTRUCTION

2500 INDUSTRIAL STREET LEESBURG, FL 34748 (352) 728-2930

TPF TYNDALL -

CONNECTING CORRIDOR

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TCC-

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S y m b o l

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GENERAL NOTES:

1. ALL CONSTRUCTION , MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE

WITH THE CODES SPECIFIED ON THESE DRAWINGS.

2. THESE PLANS INCLUDE DESIGN FOR THE FACTORY BUILT PORTION OF THE MODULAR

STRUCTURE AND PORTIONS OF THE SITE BUILT CONSTRUCTION.

3. ALL PARTIES RESPONSIBLE FOR DESIGN WORK SHALL BE QUALIFIED AND LICENSED

AS REQUIRED BY THE JURISDICTIONS HAVING AUTHORITY OR SHALL RETAIN SUCH

QUALIFIED AND LICENSED ENTITIES TO PERFORM SUCH WORK.

4. REFER TO MANUFACTURER'S APPROVED SYSTEMS PACKAGE FOR ADDITIONAL

CONSTRUCTION DETAILS AND SPECIFICATIONS NOT INCLUDED IN THESE PLANS.

5. REFER TO ATTACHED ENERGY CODE COMPLIANCE FORM AND/OR HEAT LOSS AND

GAIN CALCULATIONS FOR ADDITIONAL ENERGY CODE CONSTRUCTION

REQUIREMENTS NOT INCLUDED IN THESE PLANS.

6. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A

KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS

OR SURFACE BOLTS SHALL NOT BE USED.

7. PORTABLE FIRE EXTINGUISHERS PER N.F.P.A. - 10 INSTALLED ON SITE, AND SUBJECT

TO LOCAL JURISDICTION.

8. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN

60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY,

TEMPERED OR ACRYLIC PLASTIC SHEET.

9. DOORS THAT OPEN INTO THE PATH OF EGRESS TRAVEL SHALL PARTIALLY OR FULLY

OPEN IN SUCH A MANNER THAT THE CODE REQUIRED PATH OF EGRESS WIDTH IS

NOT REDUCED TO LESS THAN ONE-HALF DURING THE COURSE OF THE SWING. WHEN

FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE CODE

REQUIRED WIDTH.

10. WHERE THE LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF IS

DESIGNED TO EXCEED 50 PSF, SUCH DESIGN LIVE LOAD SHALL BE CONSPICUOUSLY

POSTED BY THE BUILDING OWNER IN THAT STORY WHERE THEY APPLY, USING

DURABLE SIGNS.

11. INTERIOR NON-LOADBEARING PARTITIONS SHALL BE MINIMUM 2X4 SYP# 2 STUDS AT

16 INCHES ON CENTER UNLESS OTHERWISE SPECIFIED.

12. THIS BUILDING SHALL NOT BE INSTALLED AT ANY LOCATION WHERE THE SNOW LOAD

AS DETERMINED FROM LOCAL METROLOGICAL DATA EXCEEDS THE SNOW LOAD

LISTED ON THESE PLANS.

13. ALL INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL BE CLASS "C" RATED IN

ACCORDANCE WITH ASTM E 84 OR UL 723.

14. WHERE CORRIDORS ARE PROVIDED THE MINIMUM CORRIDOR WIDTH SHALL BE

SHOWN ON THE PLANS OR 44 INCHES, WHICHEVER IS GREATER

15. THIS FACILITY HAS BEEN DESIGNED FOR THE PURPOSE OF PROVIDING GENERAL

MEDICAL OUTPATIENT SERVICES. HOWEVER THIS DOES NOT INCLUDE

SIMULTANEOUS SERVICE TO FOUR OR MORE PATIENTS WHO MIGHT BE (1) SUBJECT

TO SURGICAL TREATMENT REQUIRING GENERAL ANESTHESIA OR (2) INCAPABLE OF

TAKING ACTION FOR SELF-RESERVATION UNDER EMERGENCY CONDITIONS.

ELECTRICAL NOTES:

1. ALL EQUIPMENT SHAL BE LISTED BY UL FOR THE APPLICATION FOR WHICH IT IS USED AND ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE

WITH THE LISTING.

2. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATED ARTICLES OF THE NATIONAL ELECTRICAL CODE

(NEC). ALL EQUIPMENT SHALL BE LISTED AND IDENTIFIED FOR USE WITH 75°c OR 90°c CONDUCTORS UNLESS OTHERWISE SPECIFIED.

3. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE

COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL

OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY NEC 410-2.

4. ALL WATER HEATERS SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH

CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE WEITCH OR CIRCUIT

BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION.

5. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A

MARKED "OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED

AS THE DISCONNECTION MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER.

6. THE SERVICE DISCONNECTING MEANS, MAIN ELECTRICAL PANEL AND FEEDERS TO ALL PANELS ARE DESIGNED BY BOXX MODULAR, SITE

INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL.

7. THE FRONT SIDE OF ALL ELECTRICAL PANELS SHALL BE PROVIDED WITH A MINIMUM CLEAR WORKING SPACE DEPTH OF 36 INCHES

PERPENDICULAR TO THE FACE OF THE PANEL AND A MINUM CLEAR WORKING SPACE WIDTH EQUAL TO THE PANEL WIDTH OR 30 INCHES, WHICHEVER IS GREATER, PARALLEL TO THE FACE OF THE PANEL. THE CLEAR WORKING SPACE SHALL NOT BE USED FOR STORAGE.

8. OVERCURRENT DEVICES (CIRCUIT BREAKERS) SHALL BE READILY ACCESSIBLE AND INSTALLED SO THAT THE CENTER OF THE GRIP OF THE

OPERATING HANDLE, WHEN IN THE HIGHEST POSITION, IS NOT MORE THAN 6'-7" ABOVE THE STANDING SURFACE ADJACENT TO THE DEVICE

LOCATION.

9. ALL CIRCUITS CROSSING OVER THE MODULE MATE LINE SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE

CONNECTORS.

10. FIRE ALARM PULL STATION OPERABLE DEVICE SHALL BE LOCATED 42 TO 48 INCHES ABOVE FINISHED FLOOR. TOP OF FIRE ALARM HORN DEVICE

SHALL BE LOCATED 90 INCHES MINIMUM ABOVE THE FINISHED FLOOR AND 6 INCES MINIMUM BELOW CEILING, WHERE CEILING HEIGHT PERMITS.

BOTTOM OF STROBE DEVICE SHALL BE LOCATED 80 INCHES MINIMUM AND 96 INCHES MAXIMUM ABOVE FINISHED FLOOR.

11. ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (WP) ENCLOSURES. THE INTEGRITY OF WHICH IS

NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. IN ADDITION NON-LOCKING RECEPTACLES SHALL BE LISTED

WEATHER RESISTANT TYPE WHEN COMPLIANCE WITH THE 2008 AND / OR 2011 NEC ARE REQUIRED (SEE CODE SUMMARY)

12. ALL EXTERIOR LIGHTS SHALL BE EQUIPPPED WITH PHOTOCELLS FOR AUTOMATIC SHUT-OFF WHEN DAYLIGHT IS AVAILABLE.

13. EMERGENCY LIGHTING SHALL BE CAPABLE OF PROVIDING INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (fc) AND A

MINIMUM OF 0.1 fc MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. ILLUMINATION LEVLES SHALL BE PERMITTED TO DECLINE TO

0.6 FC AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 fc AT THE END OF TH EMERGENCY LIGHT TIME DURATION. A MAXIMUM-TO-MINIMUM

ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A

DURATION OF NOT LESS THAN 90 MINUTES.

14. WHEN A SINGLE RECEPTACLE IS INSTALLED ON A INDIVIDUAL BRANCH CIRCUIT, THE RECEPTACLE SHALL HAVE AN AMPERE RATING NOT LESS

THAN THAT OF THE BRANCH CIRCUIT.

15. ELECTRICAL PANELS SHALL BE EQUIPPED WITH A MAIN BREAKER OF THE SAME SIZE AS THE PANEL UNLESS OTHERWISE SPECIFIED.

16. ALL 3 WAY SWITCHES SHALL HAVE AN EXTRA WIRE IN THE BRANCH CIRCUIT RUN. EXTRA WIRE SHALL BE THE SAME SIZE AND MATERIAL AS THE

MAIN BRANCH CIRCUIT WIRES.

17. INTERIOR LIGHTING SHALL BE CONTROLLED BY OCCUPANT SENSORS THAT TURN OFF THE LIGHTING WITHIN 30 MINUTES OF AN OCCUPANT

LEAVING THE SPACE IN ALL OF THE FOLLOWING AREAS:

A. A. ALL ROOMS IN BUILDINGS THAT EXCEED 5000 SQUARE FEET IN AREA, EXCEPT FOR LIGHTING INTENDED FOR 24 HOUR OPERATION, LIGHTING IN

SPACES WHERE PATIENT CARE IS RENDERED, AND SPACE WHERE AUTOMATIC SHUT-OFF WOULD ENDAGER THE SAFETY OR SECURITY OF THE

ROOM OR BUILDING OCCUPANTS.

B. THE FOLLOWING ROOMS IN THE BUILDINGS OF 5000 SQUARE FEET OR LESS IN AREA: CONFERENCE AND MEETING ROOMS, EMPLOYEE LUNCH OR

BREAK ROOMS, CLASSROOMS (NOT INCLUDING SHOP CLASSROOMS, LABORATORY CLASSROOMS AND CLASSROOMS FOR PRESCHOOL THROUGH

12 TH GRADE).

18. ALL CIRCUITS POWERING UNSWITCHED LIGHTS SHALL BE PROTECTED BY "SWD" TYPE BREAKERS.

19. WIRING ABOVE SUSPENDED CEILINGS SHALL BE MC CABLE .

20. ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS SHALL BE WIRED WITH AC CABLE, MC CABLE OR METAL CONDUIT AND SHALL HAVE AN

INSULATED COPPER GROUND WIRE. IN ADDITION THE CABLE SHEATING SHALL BE LISTED AND IDENTIFIED FOR GROUNDING USE. THE CABLE

SHEATING AND METAL CONDUIT SHALL BE INSTALLED SO AS TO PROVIDE A SECONDARY GROUND PATH.

21. ALL WIRING TO BE COPPER.

22. ELECTRICAL PANELS SHALL HAVE A TYPED PANEL BOARD SCHEDULE. ALL RECEPTS SHALL BE LABELED.

MECHANICAL NOTES:

1. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES CAPABLE

OF PROVIDING 20 CFM FOR EACH OCCUPANT.

2. HVAC SYSTEM SHALL COMPLY WITH NFPA 90A.

3. THERMOSTATS SHALL BE PROGRAMMABLE AS REQUIRED BY THE APPLICABLE

ENERGY CODE.

ACCESSIBILITY NOTES:

1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT BY BOXX MODULAR AND SUBJECT TO LOCAL JURISDICTION.

THE PRIMARY ENTRANCE AND REQUIRED EXITS MUST BE ACCESSIBLE. ALL BUILDING ELEMENTS AND FACILITIES SHALL BE ACCESSIBLE IN

ACCORDANCE WITH THE REFERENCED ACCESSIBILITY STANDARD(S) EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE SCOPING REQUIREMENTS

OF THE APPLICABLE CODE.

2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOMS FACILITIES AND AT ACCESSIBLE

BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE.

3. ALL SIGNS REQUIRED TO BE ACCESSIBLE BY THE SCOPING REQUIREMENTS OF THE APPLICABLE CODE SHALL COMPLY WITH THE APPLICABLE

PORTIONS OF SECTION 703 OF THE ACCESSIBILITY CODE.

4. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT OUTLET HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND SPOUT SHALL BE

LOCATED 15 INCHES FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. SPOUT

SHALL PROVIDE A FLOW OF WATER 4 INCHES HEIGHT MINIMUM. ANGLE OF WATER STREAM SHALL BE IN ACCORDANCE WITH THE APPLICABLE

ACCESSIBILITY CODE. DRINKING FOUNTAINS FOR STANDING PERSONS SHALL HAVE A SPOUT OUTLET HEIGHT 38 INCHES MINIMUM 43 INCHES

MAXIMUM ABOVE THE FLOOR.

5. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED

SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS ETC. TO SUCH SPACES SHALL BE ACCESSIBLE (IE TOUCH LATCHES, U-SHAPED PULLS); FOR AREAS WITH UNOBSTRUCTED REACH THE SPACE SHALL BE WITHIN 15 INCHES MINIMUM 48 INCHES MAXIMUM OF THE FLOOR;

FOR HIGH FORWARD REACH AREAS WITH OBSTRUCTIONS THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT

LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION AND THE HEIGHT OF THE SPACE SHALL BE 48 INCHES MAXIMUM AND THE DEPTH

OF THE SPACE SHALL BE 20 INCHES MAXIMUM EXCEPT THE DEPTH MAY BE 25 INCHES MAXIMUM IF THE HEIGHT IS 44 INCHES MAXIMUM, FOR HIGH

SIDE REACH ARES WITH OBSTRUCTIONS THE HEIGHT OF THE OBSTRUCTIONS SHALL BE 34 INCHES MAXIMUM AND THE DEPTH OF THE OBSTRUCTION

SHALL BE 24 INCHES MAXIMUM AND IF THE REACH DEPTH EXCEEDS 10 INCHES THEN THE MAXIMUM REACH HEIGHT IS 46 INCHES; EXCEPT THE

HEIGHT OF WASHING MACHINES AND DRYERS MAY BE 36 INCHES MAXIMUM.

6. CONTROLS, DISPENSER, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN THE REACH HEIGHTS SPECIFIED IN NOTE 5

ABOVE AND NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL

EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS.

7. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie. LEVER-OPERATED, PUSH-TYPE, U-SHAPED) MOUNTED NO HIGHER

THAN 48 INCHES ABOVE THE FLOOR.

8. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP-RESISTANT. CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A

SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 INCH MAXIMUM.

GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCHES WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5

INCH IN HEIGHT.

9. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE

LOCATED THROUGHOUT, INCLUDING RESTROOMS AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER.

10. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8.5 LBS. FOR

EXTERIOR SWINGING DOORS AND 5 LBS FOR ALL SLIDING, FOLDING AND INTERIOR SWINGING DOORS.

11. THIS BUILDING IS DESIGNED FOR USE AS A PRIVATE OFFICE WORK AREA ONLY AND IS NOT INTENDED FOR USE BY OR SERVICE TO THE GENERAL

PUBLIC.

12. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES TO 19 INCHES, MEASURED FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36

INCHES LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND

SHALL BE MOUNTED 33 INCHES TO 36 INCHES ABOVE THE FLOOR TO THE CENTERLINE OF THE BAR. SIDEWALL GRAB BARS SHALL BE MOUNTED WITH

THE FAR END LOCATED A MAXIMUM OF 12 INCHES FROM THE WALL BEHIND THE WATER CLOSET AND WITH THE OPPOSITE END LOCATED AT LEAST

54 INCHES FROM THE WALL BEHIND THE WATER CLOSET. THE REAR GRAB BAR IS PERMITTED TO BE 24 INCHES LONG MINIMUM, CENTERED BEHIND

THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A GRAB BAR 36 INCHES LONG DUE TO LOCATION OF A RECESSED FIXTURE ADJACENT

TO THE WATER CLOSET. THE CENTERLINE OF WATER CLOSETS SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALL OR

PARTITION IN AMBULATORY ACCESSIBLE TOILET COMPARTMENTS.

13. IF 03 OR 09 ANSI A117.1 IS SHOWN UNDER ACCESSIBILITY IN THE CODE SUMMARY, A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE

LOCATED ON THE SIDE WALL ADJACENT TO THE WATER CLOSET DIRECTLY ABOVE THE 42 INCH LONG HORIZONTAL GRAB BAR. THE VERTICAL BAR

SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR AND WITH THE CENTERLINE

OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL.

14. ACCESSIBLE URINALS SHALL BE STALL TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR AND 13.5

INCHES FROM THE WALL.

15. ACCESSIBLE LAVATORIES AND SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT

LEAST 27 INCHES HIGH AND 30 INCHES WIDE. KNEE CLEARANCE SHALL BE 11 INCHES MINIMUM IN DEPTH AT 9 INCHES ABOVE THE FLOOR AND 8

INCHES MINIMUM IN DEPTH AT 27 INCHES ABOVE THE FLOOR. BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR, KNEE CLEARANCE SHALL BE

PERMITTED TO BE REDUCED AT A RATE OF 1 INCH IN DEPTH FOR EACH 6 INCHES IN HEIGHT.

16. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT

AGAINST CONTACT. INSULATION OR PROTECTION MATERIALS MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER

THE ACCESSIBLE LAVATORIES AND SINKS.

17. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (IE LEVER OPERATED) PUSH TYPE OR ELECTRONICALLY CONTROLLED.

18. WHERE MIRRORS ARE PROVIDED IN RESTROOMS AT LEAST ONE SHALL BE PROVIDED WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE

THE FLOOR

19. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25 INCHES TO 2.0 INCHES IN DIAMETER THE SPACE BETWEEN THE GRAB BAR AND THE WALL

SHALL BE 1.5 INCHES.

20. TOILET PAPER DISPENSERS SHALL BE INSTALLED 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE

CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH

FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSER THAT CONTROL DELIVERY, OR THAT DO NOT PERMIT CONTINUOUS FLOW, SHALL NOT BE USED.

21. WATER CLOSET FLUSH CONTROL SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREA.

22. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES.

SITE INSTALLED ITEMS

NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND

MATERIAL THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION.

1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM.

2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING.

3. BUILDING DRAINS, CLEANOUTS, AND HOOK UP TO PLUMBING SYSTEM. FREEZE

PROTECTION OF ALL WATER, SOIL AND WASTE PIPES LOCATED OUTSIDE OF THE

BUILDING THERMAL ENVELOPE.

4. THE SERVICE DISCONNECTING MEANS, MAIN ELECTRICAL PANEL AND FEEDERS

TO ALL PANELS.

5. GUTTERS AND DOWNSPOUTS.

6. CONNECTIONS OF ELECTRICAL CIRCUITS CROSSING OVER THE MODULE

MATING LINE(S) - (MULTI-UNIT ONLY)

7. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES

(MULTI-UNIT ONLY).

8. ANY AIR GAPS BETWEEN MODULES AT FLOOR AND CEILING LINES AND ANY

OTHER PENETRATIONS THROUGH THE BUILDING ENVELOPE SHALL BE CAULKED

GASKETED, WEATHER STRIPPED, WRAPPED OR OTHERWISE SEALED TO LIMIT

UNCONTROLLED AIR MOVEMENT.

PLUMBING NOTES:

1. REQUIRED RESTROOM FACILITIES TO BE LOCATED IN ADJACENT BUILDINGS.

2. THE USE OF THIS BUILDING WITHOUT THE REQUIRED NUMBER OF PLUMBING FACILITIES

IS SUBJECT TO THE REVIEW AND APPROVAL OF TH ELOCAL JURSIDCTION HAVING

AUTHORITY.

BUILDING DATA

1. USE / OCCUPANCY: BUSINESS

2. CONSTRUCTION TYPE : VB

3. SPRINKLER SYSTEM: N/A

4. FIRE RATING OF EXTERIOR WALLS: 0 HOURS

5. BUILDING AREA: 976

6. BUILDING HEIGHT: < 15 FEET

7. NUMBER OF STORIES? 1

8. NUMBER OF MODULES : 2

9. OCCUPANT LOAD [ 10 ] BASED ON [ 100 ] SQ FT PER OCCUPANT

10. EXTERIOR WALL FIRE RATING N/A

11. THIS BUILDING REQUIRES A FIRE SEPARATIONG DISTANCE OF 10

FEET OR MORE IN ACCORDANCE WITH TABLE 602 AND SECTION

705.3 OF THE IBC AND IS SUBJECT TO LOCAL JURISDICTION

APPROVAL.

12. ENERGY CODE COMPLIANCE: SEE ATTACHED ENERGY

CALCULATIONS

13. MANUFACTURERS DATA PLATE, STATE LABELS AND THIRD PARTY

LABELS ARE TO BE LOCATED ADJACENT TO ELECTRICAL PANEL.

14. THIS BUILDING SHALL HAVE A FIRE ALARM SYSTEM (PROTECTIVE

SIGNALING SYSTEMS, FIRE DETECTION SYSTEMS, ETC.)

INSTALLED IN ACCORDANCE WITH NFPA-72. THE FIRE ALARM

SYSTEM IS DESIGNED BY BOXX MODULAR, SITE INSTALLED AND

SUBJECT TO THE APPROVAL OF THE LOCAL JURISDICTION

HAVING AUTHORITY. THE FIRE ALARM CONTROL PANLE MUST BE

INSTALLED IN A HIGHLY VISIBLE LOCATION ACCEPTABLE TO THE

LOCAL JURISDICTION HAVING AUTHORITY. THE FACP CAN NOT BE

INSTALLED IN A CLOSET OR BATHROOM.

2014 FBC - STRUCTURAL LOAD LIMITATIONS

FLOOR LIVE LOAD:

A. 100 PSF CORRIDOR

B. 2000 LB CONCENTRATED LOAD OVER 30"X30" AREA LOCATED

ANYWHERE

ROOF LIVE LOAD:

A. 20 PSF

ROOF SNOW LOAD: N/A

WIND LOAD: ASCE 7-10

A. ULTIMATE WIND SPEED (3-SEC GUST): Vult = 140 MPH

B. NOMINAL WIND SPEET (3-SEC GUST): Vasd = 109 MPH

C. Iw = 1.0 WIND IMPORTANCE FACTOR

D. EXP = C WIND EXPOSURE CATEGORY

E. GCpi= 0.18 INTERNAL PRESSURE COEFFICIENT

F. COMPONENT & CLADDING PRESSURES (ROOF <7 °)

WALL ZONE 5: = +/- 57.1 PSF (Pasd = +/- 34.3 PSF)

WALL ZONE 4: = +/- 46.2 PSF (Pasd = +/- 27.7 PSF)

WALL ZONE 3: = - 107.7 PSF (Pasd = - 64.6 PSF)

WALL ZONE 2: = - 71.6 PSF (Pasd = - 43.0 PSF)

WALL ZONE 1: = - 42.7 PSF (Pasd = - 25.6 PSF)

G. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE

UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN

HEIGHT.

H. BUILDING CATEGORY IS II PER ASCE 7-05.

I. BUILDING DESIGN IS BASED ON "ENCLOSED" CLASSIFIACTION.

J. BUILDING MEAN ROOF HEIGHT SHALL NOT EXCEED 15 FEET.

K.

SEISMIC LOAD:

A. Ie = 1.0 SEISMIC IMPORTANCE FACTOR

B. II SEISMIC OCCUPANCY CATEGORY

C. D SEISMIC SITE CLASS

D. SPECTRAL RESPONSE COEFFICIENTS:

Ss = < 0.48 S1 = < 0.12 Sds = < 0.45 Sd1 = < 0.19

E. C SEISMIC DESIGN CATEGORY

F. A13 SEISMIC FORCE RESISTING SYSTEM

G. SIMPLIFIED SEISMIC ANALYSIS PROCEDURE HAS BEEN USED.

H. R = 6.5 RESPONSE MODIFICATION FACTOR

I. Cs = N/A SEISMIC RESPONSE COEFFICIENT

J. V = 24,000 LB OR 1.5K PER MODULE DESIGN BASE SHEAR

FLOOD LOAD:

THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A FLOOD

HAZARD AREA.

CODE SUMMARY:

STATE BUILDING ELEC. MECH. PLUMB. ACCESS. ENERGY

FLORIDA FLORIDA BUILDING CODE 5TH

EDITION (2014) – BUILDING

NATIONAL ELECTRICAL

CODE (2011) - ELECTRICAL

FLORIDA BUILDING CODE 5TH

EDITION (2014) – MECHANICAL

FLORIDA BUILDING CODE 5TH

EDITION (2014) – ACCESSIBILITY

FLORIDA BUILDING CODE 5TH

EDITION (2014) – ENERGY

CONSERVATION

FLORIDA BUILDING CODE 5TH

EDITION (2014) – PLUMBING

2012 IBC / UFC 1-201-01

TEMPORARY CONSTRUCTION

REQUIREMENTS ONLY

LIFE SAFETY

FLORIDA FIRE PREVENTION

CODE 5TH EDITION (2014) - FIRE

1. THESE PLANS COMPY WITH 553.8425 AND/OR 61G20-3 FOR FLORIDA PRODUCT APPROVAL.

2. THE RAISED SEAL SET OF PLANS ARE ON FILE IN THE THIRD PARTY AGENCY'S OFFICEAS

DIRECTED BY DBPR.

3. STRAPPING MUST BE TESTED AND/OR CERTIFIED TO VERIFY STRUCTURAL CAPACITY.

DOCUMENTATON MUST BE ON FILE AT THE MODULAR BUILDING FACILITY.

4. WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE TO BE SUPPLIED AND SITE

INSTALLED BY OTHERS SUBJECT TO LOCAL JURISDICTION AND APPROVAL.

5. STRUCTURAL DETAILS NOT INCLUDED IN THIS SET ARE TO BE CONSTRUCTED ACCORDING TO

THE MANUFACTURERS BUILDING SYSTEM MANUAL.

6. WINDOWS AND DOORS MUST BE CERTIFIED FOR COMPLIANCE WITH THE WIND DESIGN

PRESSURE FOR COMPONENTS AND CLADDING.

7. IN WIND-BORNE DEBRIS REGIONS, EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR

PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIRMENTS OF AN

APPROVED IMPACT RESISTANT STANDARD, OR ASTM E1996. WIND-BORNE DEBRIS REGIONS

ARE DESIGNATED IN SECTION 1609 OF THE FBC.

8. THESE PLANS COMPLY WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014).

9. THIS STRUCTURE CANNONT BE LOCATED ON THE SEAWARD SIDE OF THE COASTAL

CONSTRUCTION CONTROL LINE.

10. THIS BUILDING HAS NOT BEEN DESIGNED FOR COASTAL HAZARD AREAS, OCEAN HAZARDOR

REGULATORY FLOOD PLAIN AREAS.

STATE OF FLORIDA GENERAL NOTES:

BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND THE CONSEQUENTAL

PERFORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATING

PLANS ARE DESIGNED BY OTHERS, THE ARCHITECT / ENGINEER OF BUILDING PLANS SHALL NOT

IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS AND

PLANS SHOULD BE CONTACTED TO OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION

AND TIE DOWN SYSTEM DETAILS AND SPECIFICATIONS. THE ARCHITECT / ENGINEER OF BUILDING

PROFESSIONAL REGULATION, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT

THERETO.

Business Building Area

Actual Area: V-B, Occup: B = 11,200 sq.ft.

Allowable Area: V-B, Occup: B (w/ frontage increase or sprinkler system) = 27,000 sq.ft.

AREA OF INCREASE

Actual Area: V-B, Occup: B = 11,200 sq.ft.

Aa = {9000 + [9000 x 2]} Aa = {9000 + [6750] + [18000]} Aa = 27,000

Aa = {At + [At x Is]} Aa = Allowable area per story (square feet).

At = Tabular area per story in accordance with Table 503 (square feet).

Is = Area increase factor due to sprinkler protection as calculated in accordance with Section 506.3.

Frontage & Sprinkler System Increase Calculation

VALVES, FLOW SWITCH, TESTING ETC. ARE SUPPLIED AND SITE

INSTALLED BY BOXX MODULAR AND SUBJECT TO LOCAL

NFPA-13 SPRINKLER SYSTEM DESIGNED BY A LICENSED

ENGINEER AND INSTALLED BY A CERTIFIED CONTRACTOR

REGISTERED WITH THE STATE FIRE MARSHALL'S OFFICE.

SPRINKLER SYSTEM STUBBED TO EXTERIOR. SITE CONNECTION,

JURISDICTION AND APPROVAL.

EE

VALID

January 27, 2017