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<br />GENERAL NOTES:
<br />(1) ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY OTHERS AND FIELD BUILT BY
<br />LOCAL CONTRACTOR AND IS SUBJECT TO LOCAL JURISDICTION APPROVAL THE PRIMARY ENTRANCE
<br />MUST BE ACCESSIBLE.
<br />(2) ALL SPECIAL FROM
<br />THE EGRESS SIDE WITHOUT EUSE OF A KEY, TOOL,
<br />LL KNOWLEDGE OREFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS5 ALL
<br />NOT BE USED.
<br />(3) ALL GLAZING WITHIN A 24 INCH ARC OF DOORS AND WHOSE BOTTOM EDGE IS LESS THAN 60
<br />INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY GLAZED, TEMPERED OR
<br />ACRYLIC PLASTIC SHEET. IN ADDITION, ALL GLAZING MATH AN EXPOSED BOTTOM EDGE WITHIN 18
<br />INCHES OF THE FLOOR AND WITH AN INDIVIDUAL PANE LARGER THAN 9 SQUARE FEET WITH THE TOP
<br />EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR SHALL BE SAFETY GLAZED, TEMPERED OR
<br />ACRYLIC PLASTIC SHEET.
<br />(4) CONSTRUCTION IS TYPE AB (UNPROTECTED)
<br />(5) OCCUPANCY IS BUSINESS
<br />(6) ALL STEEL STRAPS REFERENCED ON THE FLOOR PLAN SHALL BE 1-1/2" X 26 GA MINIMUM WITH
<br />(8) 15 GA X 1" STAPLES EACH END OF STRAP FROM THE CEILING EDGE JOISTS)/HEADER TO THE
<br />COLUMN/STUD AND FROM THE COLUMN/STUD TO THE FLOOR EDGE JOISTS)/BLOCKING W/STRAP
<br />Fy-44 KSI MIN.
<br />(7) BUILDING MUST BE LOCATED MINIMUM 30 FEET FROM THE PROPERTY LINE AND/OR THE ASSUMED
<br />PROPERTY LINE.
<br />(8) BUILDING DESIGN PARAMETERS
<br />FLOOR UNIFORM LIVE LOAD: 50 PSF EXCEPT 100 PSF IN CORRIDOR & LOBBY
<br />FLOOR CONCENTRATED LIVE LOAD: 2000 LEIS (IN OFFICE AREAS)
<br />ROOF LIVE LOAD: 20 PSF
<br />GROUND SNOW LOAD (Pg): 0 PSF (Is-1.0)
<br />ATTIC LIVE LOAD: 0 PSF
<br />BASIC NAND SPEED (3 SEC. GUST): 110 MPH, EXPC (IW-1.00)
<br />BUILDING MEAN ROOF HEIGHT NOT TO EXCEED 25 FEET ABOVE GRADE
<br />WIND ANALYSIS: ANALYSIS PER ASCE 7-02, SECTION 6
<br />BUILDING CATEGORY: ENCLOSED (CATEGORY 11 PER ASCE 7-02)
<br />INTERNAL PRESSURE COEFFICIENT: GCpi -±.18
<br />C&C WIND LOADS: WALL: 39.3 PSF
<br />ROOF: 69.3 PSF
<br />(9) THIS BUILDING HAS NOT BEEN DESIGNED FOR COASTAL HAZARD AREAS, OCEAN HAZARD
<br />OR REGULATORY FLOOD PLAIN AREAS.
<br />(10) THIS STRUCTURE CANNOT BE LOCATED ON THE UPPER HALF OF AN ISOLATED HILL OR
<br />ESCARPMENT WHICH EXCEEDS 30 FEET IN HEIGHT
<br />(11) BUILDING OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA.
<br />BUILDING OCCUPANT LOAD - 32
<br />(12) BUILDING IS TO BE LOCATED IN - DADE CITY, FL
<br />(13) THE 'END ZONE' FOR TH'S STRUCTURE EXTENDS 4.5 FEET FROM EACH CORNER FOR WALL AND
<br />UPLIFT STRAP SPECIFICATIONS AND 4.5 FEET F RO;A GAELE:3, SIE EVA1-L Ei VFS ANC POCES FOR RCOF
<br />CONSTRUCTION SPECIFICATIONS. ('END ZONE' - V DIMENSION; THE 'END ZONE' IS REFERENCED
<br />ON WALL CONSTRUCTION, UPLIFT STRAP AND ROOF CONSTRUCTION DOCUMENTS APPROVED FOR
<br />FACTORY PRODUCTION).
<br />(14) IN WIND-BORNE DEBRIS REGIONS, EXCEPT FOR IMPACT RESISTANT GLAZING, STORM PROTECTION
<br />WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR THE GLAZING OPENINGS WITH THE ATTACHMENT
<br />HARDWARE IN ACCORDANCE WITH TABLE 1609.1.4 OR THE FBC CODE. THE STORM PROTECTION
<br />PANELS ARE TO BE PROVIDED BY THE INSTALLATION CONTRACTOR, (WIND-BORNE DEBRIS REGIONS
<br />ARE AREAS WHERE THE BASIC WIND SPEED EQUALS R EXCEEDS 120 MPH OR AREAS WITHIN 1
<br />MILE OF THE COASTAL MEAN HIGH WATER LINE WHERE THE BASIC WIND SPEED IS 110 MPH OR
<br />GREATER).
<br />(15" EXTERIOR WINDOWS AND DOORS MUST BE TESTED1TO RESIST THE DESIGN WIND LOADS SPECIFIED IN
<br />TABLE 1609.6E OF THE FBC CODE ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE 1609.6D
<br />OF THE FBC CODE. ALL EXTERIOR WINDOWS AND DOORS MUST BE TESTED AND APPROVED BY
<br />AN INDEPENDENT LABORATORY AND BEAR A LABEL INDICATING COMPLIANCE WITH
<br />AMMA/NWWDA 101/I.S.2
<br />(16) PROVISIONS FOR EXIT DISCHARGE LIGHTING (INCLUDING EMERGENCY LIGHTING) ARE THE
<br />RESPONSIBILITY OF THE BUILDING OWNER AND ARE SUBJECT TO LOCAL JURISDICTION APPROVAL
<br />(17) PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED BY THE LOCAL CONTRACTOR AND/OR OWNER IN
<br />ACCORDANCE WITH THE IFC, NFPA 101 AND/OR OTHER APPLICABLE CODES AS REQUIRED BY THE
<br />LOCAL CODE JURISDICTION.
<br />(18) WHEN REQUIRED RESTROOM FACILITIES ARE NOT PROVIDED WITHIN THE BUILDING THEY SHALL BE
<br />LOCATED IN AN ADJACENT BUILDINGS WITHIN 500 FEET, SUBJECT TO LOCAL JURISDICTION APPROVAL,
<br />OR WILL BE SiTE-INSTALLED AND SUBJECT TO LOCAL INSPECTION, THIS SHALL BE NOTED ON THE BUILDING
<br />DATA PLATE.
<br />NOTE: FOUNDATION DESIGNER MUST CONSIDER THE WIND LOAD SUPPORT REQUIREMENTS
<br />AS WELL AS TWE GR40TY LOAD SUPPORT REOUiREMENTS IN THE FOUNDATION DESIGN
<br />TO INSURE THE BUILDINGS STRUCTURAL MEMBERS ARE ADEQUATELY SUPPORTED
<br />AND/OR ANCHORED TO THE GROUND.
<br />NOTE: THE FOUNDATION DESIGNER MUST ADJUST THE FRAMING DIMENSIONS
<br />SPECIFIED iN THESE DRAWINGS TO ACCOMODATE FOR THE NORMAL
<br />GAPS WHICH OCCUR BETWEEN THE MODULES DURING SETUP.
<br />NOTE. • THIS S7RUC7URE IS A MODULAR (FACTORY -BUILT) BUILDING WHICH iS TO BE
<br />CON57RUC7ED AND INSPEC70 IN ACCORDANCE WITH AN APPROVED THiRD-PARTY
<br />QUALITY ASSURANCE PROGRAM TO INSURE COMPLANCE WITH THE REFERENCED
<br />CODES.
<br />NOTEI ALL MATERIALS USED IN THE CONSTRUCTION
<br />OF THIS BUILDING WHICH ARE COVERED BY THE
<br />FLORIDA BUILDING COMMISSION CHAPTER 9B-72
<br />RULES SHALL HAVE A CURRENT FLORIDA PRODUCT
<br />APPROVAL
<br />NOTE, THESE PLANS HAVE BEEN PREPARED IN COMPLI-
<br />ANCE WITH THE 2004 FLORIDA BUILDING CODE
<br />WITH THE 2005, 2006 AND 2007 AMENDMENTS.
<br />NOTE: A SET OF THESE DRAWINGS WITH EMBOSSED
<br />ENGINEERS SEALS MUST BE ON FILE AT THE
<br />THIRD PARTY AGENCIES OFFICE, AS DIRECTED
<br />BY THE FLORIDA DCA.
<br />CODE SUMMARY
<br />BUILDING
<br />ELECTRICAL
<br />MECHANICAL
<br />PLUMBING
<br />ACCESSIBILITY
<br />ENERGY
<br />STATE
<br />CODE
<br />CODE I
<br />CODE
<br />CODE
<br />CODE
<br />CODE
<br />FLORIDA
<br />2004 FBC
<br />Wr05
<br />2004 FMC
<br />W/005 & '06
<br />2004 FPC
<br />W/'05 & '06
<br />& 07 SUPP,
<br />SUPP.
<br />SUPP.
<br />(see Note 114
<br />2003 NFPA 101
<br />to right)
<br />2004 FFPC
<br />ELECTRICAL NOTES:
<br />1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED iN ACCORDANCE WITH THE
<br />APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC).
<br />2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE
<br />MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY
<br />ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE
<br />A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE
<br />A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY
<br />NEC 410-8(o).
<br />3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY
<br />ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE
<br />BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE
<br />AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER
<br />IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED
<br />IN THE OPEN POSITION.
<br />4. HVAC EQUIPMENT SHALL BE PROVIDED WiTH READILY ACCESSIBLE DISCONNECTS
<br />ADJACENT TO THE EQUIPMENT SERVED, A UNIT SWITCH WITH A MARKED `OFF"
<br />POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL
<br />UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING
<br />MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A
<br />READILY ACCESSIBLE CIRCUIT BREAKER.
<br />5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING
<br />OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLI-
<br />ANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT.
<br />6, THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE
<br />INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL
<br />7, ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S) SHALL BE SITE
<br />CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE
<br />CONNECTORS.
<br />8. FIRE ALARM PULL STATION OPERABLE DEVICE SHALL BE LOCATED 42 TO 45 INCHES
<br />ABOVE THE FLOOR. FIRE ALARM HORN/STROBE DEVICE SHALL BE WALL MOUNTED WITH
<br />THE BOTTOM EDGE 80 INCHES ABOVE THE FLOOR.
<br />9. ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER
<br />PROOF (WP) ENCLOSURES, THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN
<br />ATTACHMENT PLUG CAP IS INSERTED OR REMOVED.
<br />10, ALL EXTERIOR LIGHTS SHALL BE EQUIPPED WITH PHOTOCELLS FOR AUTOMATIC SHUT-OFF
<br />WHEN DAYLIGHT IS AVAILABLE.
<br />11. OPTION: CIRCUITS MAY BE IN EMT IN LIEU OF CABLE SPECIFIED IN ELECT SPECIFICATIONS
<br />(INSTALL COPPER TYPE THHW CONDUCTORS IN LIEU OF CABLE SPECIFIED IN ELECT SCHEDULE)
<br />BUILDING SITE INSTALLA77ON REQUIREMENTS
<br />AT7EN77ON LOCAL INSPEC77ONS DEPARTMENT
<br />The following items have not been completed by
<br />the building manufacturer, have not been inspected
<br />by the third party inspection agency and are not
<br />certified by the state modular label and/or certifi-
<br />00ii0n. Code rornDlionce for these items must be
<br />detemlrnad at the local level:
<br />1) Tile completed foundation support system and
<br />tiedown and/or anchorage system.
<br />2) Ramps, stairs and general access to the building.
<br />J) Building drains, cleanouts and hook-ups to plumb -
<br />!no : system, a=1d finish plumbing.
<br />4) Electrical service flock -up (including feeders and
<br />the main Electrical Panel).
<br />5) ConnecJon o�' Electrical circuits crossing over
<br />modular mating lines (multi -wide units only).
<br />6) Structural and aesthetic interconnections between
<br />modules (multi -units only).
<br />7) Installation of insulation at floor, ceiling and end-
<br />wolls at mating lines (multi -wide units only).
<br />8) Install R6.5 insulation on all piping installed 7n
<br />unconditioned spaces
<br />9) Instal! (rest pin at all module mote lines at the
<br />marriage waf, ceirng height and at the floor system.
<br />10) Storm Protection Panels Required For Glazed
<br />Openings Per FBC Section 1609.1.4.
<br />11) Plan review and inspection required by Chapter
<br />6JJ F.S to be done on -site by local Iiresofety
<br />inspector.
<br />12) Water Heater thermal expansion device
<br />1J) Gutters and Downspouts.
<br />14) Energy Code Calculations w,41VAC System & Vestibule
<br />15) Roof Trusses/Construction - See Notes on DWG 2 & 5
<br />16) T-Grid and Light Fixtures
<br />17) HVAC System
<br />18) AHD
<br />19) Dri7king Fountain & Plumbing to Fountain
<br />20) Vestibule and Exterior Canopies (Designed by Others)
<br />21) Exterior Lights
<br />22) Floor Finish Materials
<br />2J) Exterior Woll Finish Materials
<br />24) Door To Remain Unlocked ..' Signs
<br />25) Front Doors WISIdelights And Transom Above
<br />26) Security and or Fire Alarm Systems
<br />.mx lyf A
<br />A SIGN READING 'THIS DOOR TO
<br />REMAIN UNLOCKED WHEN BUILDING
<br />IS OCCUPIED' ON A CONTRASTING
<br />BACKGROUND WITH I' HIGH (MIN)
<br />LETTERS SHAL BE PLACED AT
<br />EACH EXTERIOR DOOR (T❑ BE SITE
<br />INSTALLED SUBJECT TO LOCAL
<br />BUILDING OFFICIAL APROVAL>
<br />FOUNDATION NOTES
<br />IN ACCORDANCE WITH THE REQUIREMENTS OF THE
<br />FL13RIDA DEPARTMENT OF COMMUNITY AFFAIRS, THESE
<br />BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT
<br />AND TIEDOWN SYSTEM DETAILS AND SPECIFICATIONS,
<br />THE DESIGNER OF THE BUILDING PLANS SHOULD BE
<br />CONTACTED TO OBTAIN APPROPRIATE FOUNDATION
<br />PLANS. IF FOUNDATION PLANS ARE DESIGNED BY
<br />OTHERS, THE DESIGNER OF THE BUILDING PLANS SHALL
<br />NOT BE HELD RESPONSIBLE OR LIABLE FOR THE
<br />FOUNDATION DESIGN AND THE CONSEQUENTIAL PER-
<br />FORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL
<br />COMPONENTS AND SYSTEMS RELATED THERETO.
<br />MECHANICAL NOTES:
<br />1. NOTEI HVAC SYSTEM TO BE SPECIFIED/
<br />DESIGNED BY OTHERS, SUBJECT
<br />TO THIRD PARTY AND/OR LOCAL
<br />BUILDING ❑FFICIAL REVIEW
<br />AND APPROVAL,
<br />2. RESTROOM VENT FANS SHALL PROVIDE 75 CFM OR MORE EXHAUST PER
<br />WATER CLOSET OR URINAL
<br />3. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN
<br />APPROVED VENT CAP.
<br />4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES
<br />PROVIDING 20 CFM FOR EACH OCCUPANT OR 75 CFM FOR EACH WATER
<br />CLOSET AND EACH URINAL, WHICHEVER IS GREATER
<br />5. INTERIOR DOORS TO BE UNDERCUT 1-1/2 INCHES EXCEPT FIRE RATED DOORS
<br />TO BE UNDERCUT 3/4 INCHES.
<br />SYMBOLS
<br />© fAiE ALARM PULL STATION
<br />d DOUBLE DATA J BOX Q FIRE ALARM HORN/STROBE
<br />S FIRE ALARM STROBE LIGHT
<br />SINGLE DATA J BOX O SMOKE DETECTOR
<br />DUPLEX RECEPTACLE 120 V. O THERMOSTAT (PROGRAMMABLE)
<br />SINGLE RECEPTACLE 240 V. FLUORESCENT FIXTURE
<br />WITH 2- 32W TUBES (ELECT. BAL)
<br />INCANDESCENT LIGHT
<br />WITH 1- 60 W. BULB ® EXIT SIGN W/BATTERY BACKUP
<br />0 VENT FAN (75 CFM) JUNCTION BOX (NON
<br />JQ POWERED UNLESS CIRCUIT
<br />® COMB. VENT FAN & LIGHT NO. IS SHOWN)
<br />(75 CFM & 6OW BULB)
<br />V TELEPHONE JACK
<br />0 SUPPLY AIR REGISTER $ SWITCH & 3 WAY SWITCH
<br />0 RETURN AIR REGISTER
<br />n EMERGENCY LIGHT WITH
<br />FLOOD LIGHT 2-150W BULBS BATTERY BACKUP
<br />J INCANDESCENT PORCH LIGHT QgQ EXIT SIGN & EMERGENCY UGHT
<br />-�j- WITH 1- 60 W. BULB W/BATTERY BACKUP
<br />LAV
<br />i
<br />1/2n
<br />� ryc
<br />1/2 nLAV
<br />EIS SUPPLY
<br />NTS T
<br />ALL STUB UPS 1/2' MINIMUM
<br />SIZING BASED ON INLET PRESSURE BETWEEN 46 TO 60 PSI
<br />SUPPL Y LINES
<br />COLD LINE
<br />HOT LINE
<br />1" INLET
<br />LIST iNG
<br />AGENCY ArPP OVAL
<br />179
<br />rt1 d.
<br />Par No. ;-
<br />o/ .
<br />- Apn:: ;sd .Of -
<br />Hio VeOcity
<br />Hu�lcarlaZarte _
<br />PVC
<br />COA # 1026
<br />1"
<br />WC
<br />1/2" HOSE BIBB WITH
<br />\ J BACKFLOW PREVENTOR
<br />� /
<br />/ J/4"
<br />/ J/4-
<br />1/2"
<br />SINK
<br />3/4n \ I W/H
<br />( J/4"
<br />ACCESSIBILITY NOTES:
<br />1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL
<br />ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
<br />ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE
<br />DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE.
<br />2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN
<br />36 INCHES ABOVE THE FLOOR AND EDGE OF BASIN NO HIGHER THAN 34 INCHES
<br />ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER
<br />PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING.
<br />3, WHERE STORAGE FACIUTES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS
<br />ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE
<br />SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE
<br />ACCESSIBLE (ie. TOUCH LATCHES, U-SHAPED PULLS); SPACES SHALL BE WITHIN 15
<br />INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9
<br />INCHES MINIMUM AND 48 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES
<br />RODS MALL BE A MAXIMUM OF 48 INCHES ABOVE THE FLOOR 44 INCHES MAXIMUM
<br />WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES).
<br />4. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO
<br />HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 48 INCHES
<br />ABOVE THE FLOOR FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED
<br />NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO
<br />NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE
<br />ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING
<br />OCCUPANTS.
<br />5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH
<br />AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT,
<br />INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES
<br />BELOW CEILING, MEASURED TO THE BOTTOM OF THE DEVICE, WHICHEVER IS LOWER.
<br />6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (le.
<br />LEVER -OPERATED, PUSH -TYPE, U-SHAPED) MOUNTED 30 INCHES TO 48 INCHES ABOVE
<br />THE FLOOR.
<br />7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANGES IN
<br />LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO
<br />GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS.
<br />CARPET PILE THICKNESS SHALL BE 0.5 INCH MAX. GRATINGS IN FLOOR SHALL HAVE
<br />SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS
<br />SHALL NOT EXCEED 0.5 INCH 1N HEIGHT.
<br />8. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES TO 19 INCHES FROM THE FLOOR TO
<br />THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN
<br />LOCATED BEHIND WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE
<br />OF WATER CLOSET, AND SHALL BE MOUNTED 33 INCHES TO 36 INCHES ABOVE THE
<br />FLOOR. SIDEWALL GRAB BARS SHALL BE MOUNTED WITH THE FAR END LOCATED A
<br />MAXIMUM OF 12 INCHES FROM THE WALL BEHIND THE WATER CLOSET.
<br />9. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT
<br />A MAXIMUM OF 17 INCHES ABOVE THE FLOOR AND 14 INCHES FROM THE WALL.
<br />10, ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE 'RIM NO HIGHER THAN 34 INCHES
<br />ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO
<br />THE BOTTOM OF THE APRON.
<br />.11. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
<br />ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE,
<br />AND 19 INCHES DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.5 INCHES MAX.
<br />12. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE
<br />INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. INSULATION
<br />OR PROTEr,TI()N MATERIAL MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP
<br />OR ABRASIVE SURFACES LINDER &,CESSIKE LA IATORIES AND SINKS.
<br />13. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (ie. LEVER -
<br />OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED).
<br />14. WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST.ONE SHALL BE PROVIDED
<br />WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR,
<br />15. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH
<br />A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR,
<br />16, GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25 TO 1.5 INCHES IN
<br />DIAMETER WITH 1.5 INCHES CLEAR SPACE BETWEEN THE BAR AND THE WALL.
<br />17. ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE
<br />REQUIRED TO OPEN A. DOOR SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR SWINGING
<br />D(ZR' AND 5 lbS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING (BOORS.
<br />18. WATER CLOSET FLUSH CONTROL SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREA.
<br />19. ALL GRAB BARS MUST SUPPORT A 250 LB LOAD APPLIED IN ANY DIRECTION ANYWHERE
<br />ALONG iTS LENGTH. '
<br />PLUMBING NOTES:
<br />1. REST ROOM WALLS SHALL BE COVERED WITH NONABSORBENT MATERIAL TO
<br />A MINIMUM HEIGHT OF 48 INCHES A.F.F. 70' MINIMUM IN SHOWERS) AND
<br />THE FLOOR SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THAT
<br />EXTENDS UPWARDS ONTO THE WALLS AT LEAST 6' AFF.
<br />2. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES AND
<br />SERVICE SINK WHEN NOT SHOWN ON FLOOR PLAN.
<br />3. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES.
<br />4, WATER HEATER SHALL HAVE A T & P RELIEF VALVE WITH DRAIN TO EXTERIOR,
<br />AND A SHUTOFF VALVE WITHIN 3 FEET ON THE COLD WATER SUPPLY LINE.
<br />5. DWV SYSTEM SHALL BE COPPER PIPE COMPLYING W/ ASTM 842 OR ASTM B306
<br />6, WATER SUPPLY LINES SHALL BE TYPE L COPPER.
<br />7• BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS,
<br />SUBJECT TO LOCAL JURISDICTION APPROVAL.
<br />8, SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A
<br />MAXIMUM WATER OUTLET TEMPERATURE OF 120-F (48.8'C).
<br />9• THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF NOT SHOWN
<br />ON PLUMBING PLAN, IS DESIGNED AND SiTE INSTALLED BY OTHERS, SUBJECT TO LOCAL
<br />APPROVAL
<br />10, INSTALL MINIMUM 1/2 INCH PIPE INSULATION [WITH A CONDUCTIVITY WITHIN THE RANGE
<br />BETWEEN .24 AND .28 BTU-INAHR-SO. FT.-F)] ON ALL HOT WATER PIPES WITHIN 8 FEET
<br />FROM THE WATER HEATER.
<br />11. WATER HEATERS MUST BE PROVIDED WITH INSULATED HEAT TRAPS ON BOTH THE INLET AND
<br />OUTLET WHEN THE WATER HEATERS ARE NOT PROVIDED WITH INTEGRAL HEAT TRAPS.
<br />12. TOILETS SHALL BE ELONGATED WITH NONABSORBENT OPEN FRONT SEATS.
<br />2' V7R 1-1/2" VTR Date n No.
<br />oApOveti 8y SETT S.. FRANCIfS
<br />"12' 1-112'
<br />SINK LA
<br />a1 ' ',-;ilea Plans EfX@-ecl finer
<br />No
<br />-42
<br />1-1/2" 1-1/2" _ PRECISION MODULAR
<br />REVIEI�� '- ��6 �1 309 E. 4TH STREET
<br />/2. 2" CITY 0 v; OCILLA, GEORGiA 31774
<br />PLANS Ede .:..,
<br />We DATE: 11 7 07
<br />J" CODES: FBc
<br />J" LABELS: SEE DWG 1 REVISIONS: DRAWN BY:
<br />(TWO PLACES) SCALE: NTS C.A.Leblanc
<br />MODEL: COM-5 PLAN N°. SHEET
<br />D W V RISER A LVWORKSPU,L; - ;rt i 1I COVER PAGE/NOTES/PLUMBING PRE-145
<br />NTS�rINC1a`ILIJT' A WiLLiAM J. KICKER, JR., P.E. 33 ROCKWOOD LANE I OF 5
<br />©ItWAI'I:) �j a �, fl � A\"t CONSULTING ENGINEER MONROE, CT 06468
<br />11�' ZLI'IIypup t ` P.E. LICENSE #R33841
<br />(203) 261-1167
<br />Fit al 01� I
<br />- 4� P
<br />i CC�W
<br />71 Q
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