699 Aero Ln 01-1693 PlansGENERAL NO I ES: FLORIDA S.B.C.,NFPA 101
1.
HANDICAP ACCESS TO BUILDING IS DESIGNED AND FIELD BUILT BY OTHERS AND
`
SUBJECT TO LOCAL JURISDICTION,
2.
ALL DOORS SHALL BE OPEt1ABLc 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.
3.
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.
4.
FLOOR DESIGN LIVE LOAD -100 PSF CORRIDORS, LOBBY, 50 PSF ELSEWHERE
5.
MAXIMUM WIND SPEED - 110 MPH
6.
SEISMIC PERFORLIANCE CATAGORY-A
7.
OCCUPANCY IS BUISNESS
8,
OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA,
9.
ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH x 30 GA. WITH
(7)- 16 GA. x 7/16 INCH CROWN x 1 INCH PENETRATION STAPLES EACH END OF STRAP
(OR EQUIVALENT) FROM RIDGE BEAM TO COLUMN AND COLUMN -TO FLOOR,
10,
PORTABLE FIRE EXTINGUISHER(S) PER N,F.P.A.-10 INSTALLED BY OTHERS ON
'
SITE, AND SUBJECT -TO LOCAL JURISDICTION,
11.
MINIMUM CORRIDOR WIDTH IS 44INCHES.
12.
MINIMUM CORRIDOR FINISH IS CLASS A (GYPSUM),
'ELECTRICAL NOTES: NEC NFPA70
1.
ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE
APPROPRIATE ARTICLES OF THE NATIONAL ELECTRIC CODE (N.E.C.).
2.
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
N.E.C. 410--8(a),
3.
VIHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY
ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) SERVED. THE
BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE
AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER
IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED
IN THE OPEN POSITION.
4.
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 QF THE HVAC EQUIPMENT AND DISCONNECTS ALL
UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING
MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A
READILY ACCESSIBLE CIRCUIT BREAKER.
5.
PRIOR TO ENIERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING
OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE
WITH SECTION 110---9 OF THE N.E.C. BY LOCAL ELECTRICAL CONSULTANT.
6.
-THE MAIN ELECTRICAL_ PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE
`
INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL,
7.
ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE
CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS,
8.
RECESSED PORTIONS OF LIGHTING FIXTURE ENCLOSURES,OTHER THAN AT THE POINTS
OF SUPPORT, SHALL BE SPACED AT LEAST 1/2" FROM CUMBUSTIBLE MATERIALS.
9•
THERMAL INSULATION SHALL NOT BE INSTALLED WITHIN 3" OF THE RECESSED
FIXTURE ENCLOSURE, WIRING COMPARTMENT, OR BALLAST, AND SHALL NOT BE
INSTALLED ABOVE THE FIXTURE SO AS TO TRAP HEAT AND PREVENT THE FREE
CIRCULATION OF AIR,
IvIECHAI' I AL NOTES: S,M.C,
1.
ALL SUPPLY AIR REGISTERS SHALL BE 12 INCHES BY 12 INCHES ADJUSTABLE
WITH 8 INCHES BY 16 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS
DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC
SHALL HAVE AN INSULATION VALUE OF R-6. DUCTS LOCATED IN UNCONDITIONED
INTERIOR SPACES SHALL HAVE AN INSULATION VALUE OF R 4.2.
2.
INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR
FOR AIR RETURN. ANY ON -SITE ADJUSTMENTS OF DOORS AFTER SET-UP
ARE NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER.
3.
VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN
APPROVED VENT CAP.
4.
HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE
PROVIDING 20 CFM FOR EACH OCCUPANT, OR 50 CFM FOR EACH
WATER CLOSET OR URINAL_, WHICHEVER IS GREATER.
5.
IN PRIVATE RESTROOMS CONTAINING ONE TOILET AND ONE LAVATORY,
RESTROOM VENT FANS SHALL PROVIDE ONE CFM PER SQUARE FOOT OF FLOOR AREA.
IN OTHER RESTROOMS FANS SHALL PROVIDE A MINIMUM OF TWO CFM
PER SQUARE" FOOT OF RESTROOM SQUARE FOOT.
6.
IN AN ( BATHROOPA THAT DOES NOT CONTAIN BATHTUBS, AND/OR SHOWERS,
MECHANICAL EXHAUST MAY BE OMITTED WHEN NATURAL VENTILATION OR
AN APPROVED RECIRCULATING AIR TREATMENT SYSTEM IS PROVIDED.
PLUMBING NOTES: S.P.C.
` 1.
CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES.
2.
ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF" VALVES.
3.
STORAGE -TYPE WATER HEATERS SHALL HAVE A SAFETY PAN WITH A 1-INCH DRAIN TO
EXTERIOR, T&P RELIEF VALVE WITH A SEPARATE DRAIN TO EXTERIOR, AND A SHUT-OFF
VALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE.
4.
WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC, OR COPPER; WHEN POLYBUTYLENE
SUPPLY LINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F.
THE POLYBUTYLENE PIPE INSTALLER SHALL VERIFY THAT IT'S USE WILL BE RESTRICTED
TO THE PRODUCT MANUFACTURER'S CONDITITIONS AND LIMITATIONS INCLUDING CHLORINE
CONCENTRATION LEVELS.
5.
WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS
OTHERWISE SPECIFIED.
6.
DWV SYSTEM SHALL BE EITHER ABS OR PVC-DWV.
7.
BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS,
SUBJECT TO LOCAL JURISDICTION APPROVAL.
8.
TOILETS SHALL BE ELONGATED TYPE WITH NON -ABSORBENT OPEN FRONT SEATS.
9.
RESTROOM WALLS SHALL BE COVERED WITH NON -ABSORBENT MATERIAL TO A
MINIMUM HEIGHT OF 48" A.F.F.
10,
HUT WATER SUPPLY TO A FIXTURE REQUIRING HOT WATER, SHALL BE INSTALLED ON LEFT SIDE
OF FIXTURE.
11.
WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED
FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON
CORROSIVE PIPE OR TUBE.
12.
SHO'WERS(WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A
`
MAXIMUM WATER OUTLET TEMPERATURE OF 120 DEG, F.
13.
LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT
THE FLOW OF HOT WATER -TO A MAXIMUM OF 0.5 GPM„ OR BE EQUIPPED WITH SELF -CLOSING
VALVES (NON HANDI-CAPPED ,APPLICATIONS ONLY). MAXIMUM WATER TEMPERATURE IS 110 DEG.
HANDICAPPED ACCESSIBILITY: ADA / ANSI A117.1 / FACBC
1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALI_
ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE
DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE.
2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN
36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 INCHES
ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER
PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING.
3. 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); SPACES SHALL BE WITHIN 15
INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9
INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES
RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM
WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES)
4. CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO
HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES
ABOVE THE FLOOR FOR SIDE APPROACH, RECEPTACLES ON WALLS SHALL BE MOUNTED
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.
5. 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.
6. 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.
7. _ 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 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS
SHALL NOT EXCEED 0.5 INCH IN HEIGHT.
8. AL 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.
9. ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES 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 LONG MINIMUM WHEN LOCATED ALONG
SIDE OF WATER CLOSET, AND SHALL BE MOUNTED AT 33 INCHES FROM THE FLOOR TO THE
TOP OF THE RAIL WITH 0.5 INCH MAXIMUM VARIATION.
10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL -HUNG WITH ELONGATED RIMS AT
A MAXIMUM OF 17 INCHES ABOVE THE FLOOR.
11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO
THE BOTTOM OF THE APRON.
12, ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER -THAN 34 INCHES
ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE,
AND 19 INCHES DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.5 INCHES
MAXIMUM.
13. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE
INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL
BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS.
14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH
ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (ie LEVER -OPERA -FED,
PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR
PHISICALLY HANDI-CAPPED PERSONS SHALL NOT BE EQUIPPED WITH SELF CLOSING VALVES.
15, WHERE MIRRORS ARE PROVIDED IN RESTROOMS, AT LEAST ONE SHALL BE PROVIDED
WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR.
16, WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH
A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR.
17. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.5 INCHES IN DIAMETER WITH
1.5 INCHES OF CLEAR SPACE BETWEEN -THE BAR AND THE WALL.
18, TOILET STALL_ DOORS SHALL BE THE SELF ---CLOSING -TYPE.
19. 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 MATERIALS THAT MAY BE REQUIRED
FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS
ARE SUBJECT TO LOCAL JURISDICTION APPROVAL.
1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM.
2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING.
3. PORTABLE FIRE EXTINGUISHER(S).
4. DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN),
BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE
PLUMBING SYSTEM,
5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO
THE BUILDING.
6, THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY).
7. CONNECTION OF ELECTRICAL_ CIRCUITS CROSSING OVER MODULE
PLATING LINE(S) (MULTI -UNITS ONLY).
8, STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
MODULES (MULTI -UNITS ONLY).
9. REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR
BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE
ATTATCHED LETTER.
10, DRAINAGE PIPING BELOW FLOOR JOIST LEVEL
11, FIRE ALARM SYSTEM (IF APPLICABLE)
12. SPRINKLER SYSTEM (INSTALLED BY A LICENCED INSTALLER)
INTERIOR FINISH 1997 BCC SEC. 4-09,2.9 &. CHAPTER 8
ALL CORRIDORS AND CEILING FINISH ARE CLASS "A" GYPSUM
WITH FLAME SPREAD 0-25, ANDSMOKE DEVELOPED 0-450
ALL INTERIOR WALL FINISH IS CLASS "C" PANELING
WITH FLAME SPREAD 76-200, ANDSMOKE DEVELOPED 0-450
CARPET HAS A CRITICAL RADIENT FLUX OF 0.22 WATTS/SCE. CM
AS TESTED IN ACCORDANCE WITH NFiPA 253
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CFIECKED .
CC� /0� PLAN NO-�Q _8 25 _- -
DATE -- � / T 1 ----- 51100
APPROVED BY F ICHARD BULLOCK SHT. #1
SHT. #2 A'�OU1
MODULAR BUILDING PLANS EXAMINER SHT. #3
FLORIDA CERTIFICATE NUMBER SMP-0000003
LISTING
AGENCY
APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA. MANUFACTURED
BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO
THE FOLLOWING
CRITERIA:
CONST. TYPE
VI
OCCUPANCY
B
ALLOWABLE ¢r
OF FLOORS
1
WIND VELOCITY
110
FIRE RATING OF
EXTERIOR WALLS
0
PLAN NO.
GS832S
ALLOWABLE
FLOOR LOAD
50100 _
APPROVAL DATE
05/041/00 _
MANUFACTURER
PER DCA LETTER
, .D.S.
1 t� T 'Space
1
1 11 N A ® U JJ� Z _111k K 3637 4TH STREET NORTH
r , y , SAINT PETERSBURG, FLORIDA 33704
A � Cl ;� �� , � LICENSE #AR-0005065
M . D.`J S. 2730 12TH STREET SOUTH
SAINT PETERSRURG, FLORIDA 33705
LISTING AGENCY PHONE #727-898-6004
DATE SCALE QUOTE SER. NO.
05/04/00 1 -NTS- GS832S 1 n
SIZE CODE TYPE USE CHECKED BY REV. APPF2dVD # PACE
PER PRINT 1997 SBCC VI B MDS GS�3�3//2S '1 OF 4
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_ 28'-0" _
10'-0" 6' 8" 11'-4"
11'-4"
21'-4 3/�11 3'-4 3/4„
3 I GFI UNDER I �F� J
FLOOR 1
1 TON H`JAC INSTALLED PER
�\ A/V __� 42° PANEL ' MFG'R. SPEC, W/3.5 KW HEAT
-- 25'-4" 21'-4"`. t , 36x60" PLAN TA LE 2' 8' STRIP 420 CFM @ .5 IWC ESP
WITH STORAGE
23'- _ STRIP 4'-8' \\
w z 24x80
r— --i
jo I GFI 6'-8" T I ` 8-0., FI E
FILE �� o =-� ,
a xo ror f v 12
- - - j Cr Cy S x / -w—_— `- - -
\\ r� \ 2 -6 5/8„ STRIP �� V) I
10'-�J„
- _ afO 24x80 SHELF AT — CKT # 1A & 2A
SHELF AT `69" <� PLAN RACK -
69" AFF 12" X 20" R/A GRILLE THRU WALL
CC5Y ,18'-8 3/4"6 —8 3/4" 2'-8 3/4"
s
22'-8 3/4"
PHONE JACK AND RECEPTS ABOVE
DESKS TO BE AT 34"
4'-0„
L.E. CAPI tAi-
MOUNT DECAL 3" BELOW
CAP TRIM
F-01
4'-0"
G.E. CAPITAL1I
MOUNT DECAL 3" BELO
TOP OF A/C UNIT
UNIT I.D. PLACEMENT
HIGH PRESSURE SEAMLESS COUNTERTOP
\ MOULDINGS PER SPECS
uvCu PRESSURE LAMINATE CGUNTERTG'P s,=e,:;: n_.,
c' a 'dO❑➢GRAIN PANELING ON IX3 CONTINUOUS FRONT PLATE
!!_E t➢INET TO ➢ SIDES FlN➢ FRONT, TYP. Sx3 ALONG PERIMETER & AT 2'-D' O.C.
A-EG dITH PX3
GRADE SPF --✓ PLASTIC MOULDINGS, TYP.
COUNTER TOP DETAIL
HIGH PRESSURE LAMINATE PER SPECS -
- 36' DEEP X LENGTH 36' DEEP HIGH PRESSURE LAMINATE TOP
PLASTIC MOULDING
10, TOP EXTENDS 1' PAST OPEN END (TYP.)
33' HIGH FACE
TYP 1X3-"` HIGH PRESSURE LAMINATE
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`.=..-� HIGH PRESSURE LAMINATE 7
UDE WALL COVERMGS
S�ONS DO NOT MCt_
DIM
NOTE-. EN
BUILDING CRITERIA
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO
THE FOLLOWING
CRITERIA;
CONST, TYPE
VI
OCCUPANCY
B -
ALLOWABLE #
OF FLOORS
1
WIND VELOCITY
11.0 _
-
FIRE RATING OF
EXTERIOR `.HALLS
0 _
PLAN NO,
GS832S
ALLOWABLE
FLOOR LOAD
50 10() _
APPROVAL DATE
05/04/00
SYMBOLS:
DUPLEX RECEPT @ 16" AFF
DUPLEX RECEPT @ 42" AFF
RECEPT 220 VOLTAAFF
FLOOR RECEPTACLE
SWI TCH
33 WAY SWITCH
PHONE JACK @ 42"Q PHONE JACK @ 16"
FLOOR PHONE JACK
O THERMOSTAT
INCANDESCENT LIGHT 60W, MAX,
W P WATER PROOF PORCH LIGHT 60W. MAX.
-6- W/PHOTO CELL
� FLUORESCENT FIXTURE 87.6 W. MAX.
RECESSED FLUORESCENT 87.6 W. MAX.
u JUNCTION BOX — _—
V JUNCTION BOX --
100 CFM EXHAUST FAN
Ej
EXHAUST FAN WITH LIGHT —
EMERGENCY LIGHT
J BOX FOR MANUAL PULL STATION & BELL
J❑P J BOX FOR MANUAL PULL STATION
m 12"x12" SUPPLY AIR REGISTER
12"x12" RETURN AIR GRILLE
1 HOUR FIRE RATED WALL
OVER THE WALL RETURN AIR JUMP
8x16 FIBERGLASS DUCT & 12x12
GRILLES
PANEL "A" KVA
GENERAL LIGHTING
.0035 KW SF x 224 SF x 1.25 .98
7 RECEPTS @ 180 VA/1000 1.26
WATER HEATER 1.9 x 1,25 .38 _
1 FANS @ .3 KW x 1.25
HVAC 4.4 —
OTHER _ -
OTHER -
TOTAL 7.02-_---------
TOTAL/240x1000 29.3
INSTALL 100 AMP PANEL 120/240V 10
—
ELECTRIC SCHEDULE
CIRCUIT #
NOMENCLATURE
BREAKER
(AMPS)
WIRE SIZ
CU. NM.
`Ai/G
1 & 2
HVAC___ SIZED PER MFR. SPECS.
_
3A
WATER HEATER
30A 1P
10--2
4-7
LIGHTS RECEPTS
20A 1P
12-2
ALL PORTABLE APPLIANCES, INCLUDING W/H, TO
HAVE DISCONNECT IF NOT WITHIN VIE.^! OF ELECtRIC
PANEL.
LISTED TRUSSES @ 16" Q.C. MAX. ROOF COVERING OVER 3/8" PLYWOOD
LISTED ROOF TRUSS DESIGN LOADS: RATEDED SHEATHING, MINIMUM EXP-1 20/0
LIVE LOAD 20 PFS TOP CHORD OR OPTIONAL 7/16" ORIENATED STRAND
DEAD LOAD 6 PSF TOP CHORD BOARD, EXP. 1, 24/16. SEE ROOF
DEAD LOAD 4 PSF BOTTOM CHORD SHEATHING DETAIL.
ZT04
--- 12 1/2"
RIM MEMBER 2x4 SPF #3 MIN.
30 GA. x 1-1/2" STEEL STRAP FROM
TRUSS TO WALL STUD Q 16" O.C. WITH
7-16 GA. X 1" STAPLES PER STRAP
END. (TYPICAL SIDEWALLS) INSTALL
DOUBLE STRAPPING AT EACH STUD FOR
FIRST 4' IN FROM EACH CORNER,
2x4 SPF #2 WALL STUDS 016" O.C.
�S
WINDOW HEADER, SEE
SPAN CHART FOR SPECS
TYP. WINDOW, SEE
-�
SHEET #2 FOR SPECS
WALL INTERIOR FINISH, SEE
SHEET #2 FOR SPECS
TYP. WINDOW SILL
96" WALL HEIGHT
R-11 KRAFTBACK
WALL INSULATION
-�
2x4SPF #2
BOTTOM PLATE
R- 7 UNFACED
�p
FLOOR INSULATION
-
30 GA. x 1--1/2" STEEL STRAP FROM WALL
STUD TO FLOOR JOIST AT OPENING STUDS AND
16" O.C. WITH 7- 16 GA. x 1" STAPLES PER
STRAP END. (TYPICAL SIDEWALLS & ENDWALLS)
INSTALL DOUBLE STRAPPING AT EACH STUD
FOR FIRST 4' IN FROM EACH CORNER.
INSTALL (2) 3/8"X3" LAG
SCREWS FROM TOP FLANGE OF
OUTRIGGER INTO FLOOR,
AND/OR RIM JOIST ABOVE
(TYP. EACH OUTRIGGER)
OUTRIGGER AND CROSSMEMBER SPACING 48" O.C. MAX.
INERTIOR FINISH MATERIAL
SEE SPEC. SHEET # 1 FOR INTERIOR FINISH MATERIAL
6 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO BE
PROVIDED BY ROOF AND/OR
GABLE VENTS.
SEE SPEC.
SHEET #2 FOR J SEE SHEET
#2 FOR
DUCT SPECIFICATIONS.
ROOF INSULATION
SEE SHEET #2 FOR
CEILING INT, FINISH
1
C
SEE SHEET
#2 FOR FLOOR DECKING
AND FLOOR COVERING SPECS
48" TYPICAL ,
2x SPF #2 FLOOR JOISTS, SEE VT&G
SHEET #2 FOR SIZE & SPACING
JOINT
(TYPICAL) r
f
GENERAL CROSS SECTION MOTES
1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH
ASTM A36, YIELD STRENGTH = 36 KSi, AND COMPLY WITH RISC
2. ALL LAG SCREWS MUST COMPLY WITH ASTM A307.
3. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING
LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS.
DESIGN CRITERIA
SBCC
FLOOR
LOAD 50 PSF LL
FLOOR
LOAD 10 PSF DL
WIND
LOAD 110 MPH
ROOF:
20 PSF LL
ROOF
10 PSF DL
ZT11 P
2/12" MIN,
OPTIONAL TRUSS WITH SHINGLE ROOF
EXTERIOR MALL FINISH: .019 ALUM.
EXTERIOR WALL STRUCTURAL BRACING
SIDEWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL CONSIST OF A
4' MINIMUM WIDTH SHEET EXTENDING
CONTINUOUSLY FROM TOP TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4"
MINIMUM OVER 2" NOMINAL LUMBER OF THE
SAME SIZE AND GRADE AS EXTERIOR WALL
FRAMING. BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE.
BRACING MATERIAL:
1/8" STRUCTURAL RED THERMO-PLY FASTENED
WITH 16 GA. X 1" X 1-1/4" STAPLES 3" O.C.
ON EDGES AND 6" O.C. IN THE FIELD,
ENDWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS
FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM
BELOW TOP OF RIM JOIST WITH ALL SHEATHING
EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE
GRADE AS EXTERIOR WALL FRAMING.
BRACING MATERIAL:
3/8" CDX PLYWOOD EXP-1 24/0 FASTENED
WITH 7/16" X 1 1/2" X 16 GA. STAPLES
3" O.C. EDGES, 6" O.C. FIELD.
HEADER
2-2x4 SPF #2
(IF HEADER IS
WITHIN 3' OF
ENDWALL USE
2-2x6 SPF #2)
36x80
DOOR FRAMING
WINDOW FRAMING
D �- 2„
I
-� �-1 1 /4"
CROSSMEMBER SECTION
FIRST 13'-4" IN FROM EACH ENDWALL
SHALL HAVE ROOF SHEATHING BLOCKED
BY 2x SPF #2 LUMBER & FASTENED
TO TRUSSES 2 1/2" O.C. ALONG PERIMETER
OF UNIT, 4" O.C. ALL OTHER PANEL
EDGES, 6" O.C. FIELD.
HEADERS
2-2x4 SPF ,#2
(IF HEADER IS
WITHIN 3' OF
ENDWALL USE
2-2x6 SPF #2)
PLATE
SPF #2
'LE STUDS
>PF #2
3" O.C.
LISTING
AGENCY
APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED
BUILDING
ACT OF 1979 CONSTRUCTION
CODES
AND ADHERE TO
THE FOLLOWING
CRITERIA:
CONST. TYPE
VI
OCCUPANCY
^o----
_
ALLOWABLE #
-
OF FLOORS
1
WIND VELOCITY
110
FIRE RATING OF
EXTERIOR WAI LS
0
PLAN NO.
GS832S
ALLOWABLE
FLOOR LOAD
50/100_^
APPROVAL DATE
05/04/60
MANUFACTURER
PER DCA LETTER
FULL LENGTH 3/16" FILLET WELDS
ONE SIDE OF ALL FLANGES
AND
WEBS AT ALL OUTRIGGERS
AND
CROSSMEMBERS.
1-1 /2"
12 GA. OUTTRIGGER
`- 12 GA. CROSSMEMBER.
(TO BE LOCATED OPPOSITE
1-1/2"
OUTRIGGER AS SHOWN)
OUTRIGGER SECTION
FRAME DETAIL_
J
�C
�J
0
V)
STAGGER JOINTS 48" O.C.
ENDWALL
1/2" RATED SHEATHING, PLYWOOD TO BE
FASTENED TO TRUSSES WITH N--17 STAPLES OR EQUIV.
(7/16" CROWN X 1 1/2" LEG X 16 GAUGE)
ROOF SHEATHING DETAIL
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SANFORD BUILDING DEPT.
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE
CONSTRUED TO BE A LICENSE TO PROCEED WITH
THE WORK AND NOT AS AUTHORITY TO VIOLATE,
CANCEL. ALTER, OR SET ASIDE ANY OF THE
PROVISIONS OF THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT Tr}E BUILDING
DEPT FROM THEREAFTER REQUIRING A CORREC-
TION OF ERRORS ON THE FLANS, CONSTRUCTION
OR OTHER VIOLATICNS OF THE CODES
PLANISS
w`S .e,f -. 1
CITY OF SAN'r'ORD
NA,L IMProyin REQUIRED