600 Persimmon Ave - BC05-000058 (MODULAR BLDG) (A)PERMITADDRESS
CONTRACTOR / L\ . \ C�'r�� �-tiL.� �XC?�-�
ADDRESS
PHONE NUMBER
PROPERTY OWNER`
ADDRESS
PHONE NUMBER ) "
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION
PERMIT # (`" 1 -�`� DATE
PERMIT DESCRIPTION1
PERMIT VALUATION ( Oc I )
SQUAREFOOTAGE
09/22/2004 MDS004423
DATE____...,____________ PLAN NO_._,__________......__________
GENERAL NOTES; FLORIDA
HANDICAPPED ACCESSIBILITY: ADA / ANSI A117,1 / FACBC
INSPECTED BY SAM ACOSTA
1,
HANDICAP ACCESS TO BUILDING IS DESIGNED AND FIELD BUILT BY OTHERS AND
1,
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL
MODULAR BUILDING PLANS EXAMINER
SUBJECT TO LOCAL JURISDICTION,
ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
2.
ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A
SH T.:#3:• •;
ALL ENTRANCES ARE ACCESSIBLE, INACCESSIBLE ENTRANCES SHALL HAVE
KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT, MANUALLY OPERATED FLUSH BOLTS
2002, AND WAS REINSPECTED, AND REMAINS UN MODIFIED,
DIRECTIONAL 51ONS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE,
LISTING AGENCY
WCO MrPC
OR SURFACE BOLTS SHALL NOT BE USED,
2.
ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN
3.
ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN
THESE PRINTS COMPLY WITH THE
36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 INCHES
FLORIDA MANUFACTURED BUILDING
60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY,
ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER
TEMPERED OR ACRYLIC PLASTIC SHEET,
PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING.
CRITERIA:
4.
FLOOR DESIGN LIVE LOAD —100 PSF CORRIDORS, LOBBY, 50 PSF ELSEWHERE
3•
WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS
OCCUPANCY B
5.
MAXIMUM WIND SPEED — 110 MPH
ALLOWABLE #
ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE
6,
SEISMIC PERFORMANCE CATAGORY—A
MDS004423
SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC, TO SUCH SPACES SHALL BE
LISTING AGENCY SAINT #727-6UR0, FLORIDA 33705
PHONE ;y727-898-6o0a
7.
OCCUPANCY IS BUISNESS
ACCESSIBLE (ie, TOUCH LATCHES, U—SHAPED PULLS); SPACES SHALL BE WITHIN 15
PLAN NO. MDS004423
ALLOWABLE
8,
OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA.
FLOOR LOAD 50/100:
INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9
9,
ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1,5 INCH x 30 GA, WITH
INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES
�7)— 16 GA, x 7/16 INCH CROWN x 1 INCH PENETRATION STAPLES EACH END OF STRAP
RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM
SIZE CODE TYPE USE CHECKED er REV,
OR EQUIVALENT) FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR,
WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES)
MDS0044j23 1 OF 4
10,
PORTABLE FIRE EXTINGUISHER(S) PER N,F.P.A.-10 INSTALLED BY OTHERS ON
4,
CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO
SITE, AND SUBJECT TO LOCAL JURISDICTION,
HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES
11•
MINIMUM CORRIDOR WIDTH IS 44 INCHES,
.ABOVE THE FLOOR FOR SIDE APPROACH, RECEPTACLES ON WALLS SHALL BE MOUNTED
12•
MINIMUM CORRIDOR FINISH IS CLASS A (GYPSUM).
NO LESS THAN 15 INCHES ABOVE THE FLOOR, EXCEPTION: HEIGHT LIMITATIONS DO
13.
NOTE THIS EXISTING STRUCTURE IS BEING MOVED INTO OR WITHIN A COUNTY OR MUNICIPALITY,
NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE
AND IS NOT REQUIRED TO BE BROUGHT INTO COMPLIANCE WITH THE STATE MINIMUM BUILDING CODE
ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING
AS IT IS STRUCTURALLY SOUND AND OCCUPIABLE FOR ITS INTENDED USE.
OCCUPANTS,
5,
-WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH
ELECTRICAL NOTES: NEC N F P A 7 O
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 15 LOWER,
1,
ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE
6,
DOORS 70 ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie. LEVER— i
APPROPRIATE ARTICLES OF THE NATIONAL ELECTRIC CODE (N,E.C.).
OPERATED, PUSH -TYPE, U -SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE
2,
WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE
THE FLOOR,
MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY
7,
FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP—RESISTANT, CHANGES IN
`
ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE
LEVEL BETWEEN 0,25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO
A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE
GREATER THAN ,1: 2. CHANGES IN LEVEL GREATER THAN 0,5 INCH REQUIRE RAMPS.
A MINIMUM CLEARANCE OF 6 INCHES FROM STORAGE AREA" AS DEFINED BY
CARPET PILE THICKNESS SHALL BE 0.5 INCH MAXIMUM. GRATINGS IN FLOOR SHALL HAVE
N.E.C. 410-13(0),
SPACES NO GREATER THAN 0,5 INCH WIDE IN ONE DIRECTION, DOORWAY THRESHOLDS
3.
WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY
SHALL NOT EXCEED 0,5 INCH IN HEIGHT,
ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) SERVED, THE
8.
ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT, THE MAXIMUM FORCE
BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE
REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8.5 LBS, FOR EXTERIOR SWINGING
AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER
DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS.
IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED
9,
ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM THE FLOOR TO
IN THE OPEN POSITION.
'THE TOP OF THE SEAT, GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN
4•
HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS
LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG MINIMUM WHEN LOCATED ALONG
ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF"
SIDE OF WATER CLOSET, AND SHALL BE MOUNTED AT 33 INCHES FROM THE FLOOR TO THE
POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL
TOP OF THE RAIL WITH 0.5 INCH MAXIMUM VARIATION.
UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING
10,
ACCESSIBLE URINALS SHALL BE STALL—TYPE OR WALL—HUNG WITH ELONGATED RIMS AT
MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A
A MAXIMUM OF 17 INCHES ABOVE THE FLOOR,
•
READILY ACCESSIBLE CIRCUIT BREAKER,
11,
ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
5.
PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING
ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO
OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE
THE BOTTOM OF THE APRON,
WITH SECTION 110-9 OF THE N.E,C, BY LOCAL ELECTRICAL CONSULTANT,
12.
ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
6.
THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE
ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE,
INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL,
AND 19 INCHES DEEP UNDERNEATH SINK, THE SINK DEPTH SHALL BE 6.5 INCHES
7•
ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE
MAXIMUM,
CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS.
13.
HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE
8.
RECESSED PORTIONS OF LIGHTING FIXTURE ENCLOSURES,OTHER THAN AT THE POINTS
INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, THERE SHALL
OF SUPPORT, SHALL BE SPACED AT LEAST 1/2" FROM CUMBUSTIBLE MATERIALS.
BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS,
9.
THERMAL INSULATION SHALL NOT BE INSTALLED WITHIN 3" OF THE RECESSED
14.
ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH
FIXTURE ENCLOSURE, WIRING COMPARTMENT, OR BALLAST, AND SHALL NOT BE
ONE HAND AND REQUIRING LESS THAN 5 LBS, OF FORCE TO ACTIVATE (ie LEVER—OPERATED,
INSTALLED ABOVE THE FIXTURE SO AS TO TRAP HEAT AND PREVENT THE FREE
PUSH—TYPE, ELECTRONICALLY CONTROLLED), SEPARATE LAVATORIES FOR
CIRCULATION OF AIR.
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
MECHANICAL NOTES:
WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR,
16.
'NMcRE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH
i.
A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR.
BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1,5 INCHES IN DIAMETER WITH
1,
ALL SUPPLY AIR REGISTERS SHALL BE 12 INCHES BY 12 INCHES ADJUSTABLE
1,5 INCHES OF CLEAR SPACE BETWEEN THE BAR AND THE WALL,
'WITH 8 INCHES. BY 16 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS
18. -:"TOILET
STALL DOORS SHALL BE THE SELF—CLOSING TYpE,
DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC
19,
A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES,
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 ANY BATHROOM THAT DOES NOT CONTAIN BATHTUBS, AND/OR SHOWERS,
"MECHANICAL EXHAUST MAY BE OMITTED WHEN NATURAL VENTILATION OR
AN APPROVED RECIRCULATING AIR TREATMENT SYSTEM 15 PROVIDED.
ru
PLUMBING NOTES: SPC 1994
SITE—INSTALLED ITEMS:
1,
CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES
DRINKING FOUNTAINS SHALL BE INSTALLED IN ACCORDANCE WITH . SECTION
NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE
407 SPC 1994 EDITION, AND SECTION 415 OF THE FLORIDA ACCESSIBILITY CODE
ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED
',.
FOR A COMPLETE INSTALLATION, ALL SITE RELATED ITEMS
2.
ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT—OFF VALVES,
ARE SUBJECT TO LOCAL JURISDICTION APPROVAL,
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
1,
'THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM,
VALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE,
2,
RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING,
4,
WATER SUPPLY LINES SHALL, BE POLYBUTYLENE, CPVC, OR COPPER: WHEN POLYBUTYLENE
3,
PORTABLE FIRE EXTINGUISHER(S),
SUPPLY LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F,
,
4
RINKIN T T T
DRINKING WATER APPARATUS (WHEN NO SHOWN N PAN
G E US ( E S 0 Q PLAN),
THE POLYBUTYLENE PIPE INSTALLER SHALL VERIFY THAT IT'S USE WILL BE RESTRICTED
BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE
BU
TO THE PRODUCT MANUFACTURER'S CONDITITIONS AND LIMITATIONS INCLUDING CHLORINE
PLUMBING SYSTEM.
5.
CONCENTRATION LEVELS,
WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS
5.
ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO
OTHERWISE SPECIFIED,
6.
THE BUILDING.
THE MAIN ELECTRICAL PANEL AND SUB—FEEDERS (MULTI—UNITS ONLY),
6.
DWV SYSTEM SHALL BE EITHER ABS OR PVC-DWV,
7.
CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE
7,
BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE—INSTALLED BY OTHERS,
MATING LINE(S) (MULTI—UNITS ONLY).
'8.
SUBJECT TO LOCAL JURISDICTION APPROVAL,
8,
`;TRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
TOILETS SHALL BE ELONGATED TYPE WITH NON—ABSORBENT OPEN FRONT SEATS,
MODULES (MULTI -UNITS ONLY),
9.
RESTROOM WALLS SHALL BE COVERED WITH NON-ABSORBENT MATERIAL TO
�.
MINIMUM HEIGHT OF 48" A.F.F.
9•
REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR
°
10,
HOT WATER SUPPLY TO A FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED ON LEFT SIDE
BUILDING A
BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S), SEE
OF FIXTURE.
LETTER.
ATTATCH10•
11•
WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED
11,
DRAINAGE PIPING BELOW FLOOR JOIST LEVEL
FIRE ALARM SYSTEM (IF APPLICABLE)
FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON
12,
raPRINKLER SYSTEM (INSTALLED BY A LICENCED INSTALLER) WHEN APPLICABLE
CORROSIVE PIPE TUBE,
12,
SHOWERS(WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A
13,
EMERGENCY LIGHTING IF REQUIRED PER LOCAL GOVERNMENT SHALL BE PROVIDED AND INSTALLED
MAXIMUM WATER OUTLET TEMPERATURE OF 120 DEG, F.
INSTALLED BY OWNER LEASE—HOLDER...
13.
LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT
INTERIOR
FINISH 1997 SBCCI SEC, 409, 2.9 8c CHAPTER 8
THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM., OR BE EQUIPPED WITH SELF-CLOSING
•w,
VALVES (NON HANDI—CAPPED APPLICATIONS ONLY), MAXIMUM WATER TEMPERATURE IS 110 DEG.
I
-
i
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/SQ. CM
AS
TESTED IN ACCORDANCE WITH NFiPA 253
A
09/22/2004 MDS004423
DATE____...,____________ PLAN NO_._,__________......__________
• -H(=CKED•'•
............
INSPECTED BY SAM ACOSTA
MODULAR BUILDING PLANS EXAMINER
M fir_,„,(*,
FLORIDA CERTIFICATE NUMBER SMP QOO0 O bio
SH T.:#3:• •;
BUILDING BUILT PRIOR TO MARCH 15T
2002, AND WAS REINSPECTED, AND REMAINS UN MODIFIED,
LISTING AGENCY
WCO MrPC
APPROVAL
I 9XT
A DIVISION OF THE SCOTSMAN GROUP INC,
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
ADHERE TO THE FOLLOWING
CRITERIA:
JOHN A. B O D Z IAK 36374TH STREET NORTH
CONST, TYPE VI
SAINT PETERSBURG,
FLORIDA 33704
OCCUPANCY B
ARCHITECT LICENSE #AR-
0005065
ALLOWABLE #
OF FLOORS 1
WIND VELOCITY 110
moouwo DEN" senna roc. 2730 12TH STREET SOUTH
MDS004423
FIRE RATING OF
LISTING AGENCY SAINT #727-6UR0, FLORIDA 33705
PHONE ;y727-898-6o0a
EXTERIOR WALLS 0
PLAN NO. MDS004423
ALLOWABLE
DATE SCALE QUOTE SER, NO,
09/22/2004 -NTS— MDS004423
�.
j
FLOOR LOAD 50/100:
LAST INSPECTED 09/22/2004
MANUFACTURER PER DCA LETTER
M.D.S.
09/ � 0
SIZE CODE TYPE USE CHECKED er REV,
APPROV'�� PAGE
PER PRINT 1997 SBCCI VI B MDS
MDS0044j23 1 OF 4
a
1
57'-4 3/4-
60'— o"
/4"60'-0" 56'-0" 52'-0"
' 63'— 0"
/A
F'', 24'-0 3/a" Fi'-8 3/4" 1'-1 1 4"
/
2453VS 2453VS
> 100 AMP ELECT, PANEL 120V/240V 1 PHASE
6'_9 ,1/2 m
( 32'-0" 28'-0" 24'-0" 20'-0" 14'-8" 10'-8" 6.-6 2'-8" 3.5 TON HVAC INSTALLED PER
MFG'R, SPEC, HEAT
STRIP 15110 CFM W/10
15K WC ESP
ir>
CT WITH FRESH AIR INTAKE
240V 1 0
VCKT#1A&2A
44'-0" `` 30'-o" 22'-0" 12'-8" 4'-8" 30" X 16" RIA GRILLE THRU WALL
qp
7
r m
w
60'-0" 56'-0" 52'-0"
,5 TON HV C INSTALLED PER
MFG'R, SPE W/10 KW HEAT
3680 3680 3680 F M ® .5 IWC ESP
yqp SH AIR INTAKE
240V 1 0
i
Fi
38'-0"
24 .-8. 6'-0"
T CKT N 16 & 2B
58'-0" a o" ^ , 30" X 16" R/A GRILLE THRU WALL
a 100 AMP ELECT. PANEL 120V/240V 1 PHASE
40'-0" 36'-0" 26'-8" 22'-8" 18'-8" 14'-8" 8'-0" 4'-0"
XI db ,,,-
453vS 3680 2853 a53v5 2453vS a 3vS
N4,3*-4l/
5T-4 3/4" L11-11 3/4" 26'-8 3/4" 12'-0 3/4"
3" VTR
L'
I
I
13.,
LAV
3"
1 1/2"
3"
W. C.
D, W. V. RISERS 3"
TO WASTE
TERM,
AUTOVENT
I�
SINK
1 1/2"
1 1/2"
COLUMN/STRAPPING
SCHEDULE
OA (2) 2x4 SPF #2 THIS HALF ( 2)
2x4 SPF #2 EACH HALF
O(3) 2x4 SPF #2 THIS HALF Op ( 3)
2x4 SPF #2 EACH HALF
t,
2x4 SPF #2 EACH HALF
O(5) 2x4 SPF #2 THIS HALF O ( 5)
2x4 SPF #2 EACH HALF
NOTES;
5A -B
1,1
TOGETHER
PVA GLUE WITH 100% COVERAGE SHALL BE USED
2, INSTALL 2 STEEL STRAPS AT EACH STUD OF
EACH COLUMN,
3, COLUMN STUDS SHALL NOT BE NOTCHED OR
BORED,
ti
SHALL BE 1 1/2" X 30 GA, WITH 14, 16 GA,X 7 16" CROWN
1 1/8" LONG STAPLES EACH DOUBLE STRAP
END OR EQUAL FROM
RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR UNLESS OTHERWISE
NOTED.__
20A 1P
1 12-2
9A -B
LIGHTS RECEPTS I
20A 1P
1 12-2
ALL PORTABLE
APPLIANCES, INCLUDING
3" VTR
L'
I
I
13.,
LAV
3"
1 1/2"
3"
W. C.
D, W. V. RISERS 3"
TO WASTE
TERM,
AUTOVENT
I�
SINK
1 1/2"
1 1/2"
COLUMN/STRAPPING
SCHEDULE
OA (2) 2x4 SPF #2 THIS HALF ( 2)
2x4 SPF #2 EACH HALF
O(3) 2x4 SPF #2 THIS HALF Op ( 3)
2x4 SPF #2 EACH HALF
O(4) 2x4 SPF #2 THIS HALF O ( 4)
2x4 SPF #2 EACH HALF
O(5) 2x4 SPF #2 THIS HALF O ( 5)
2x4 SPF #2 EACH HALF
NOTES;
5A -B
1, ALL COLUMN STUDS SHALL BE GLUE/NAILED
TOGETHER
PVA GLUE WITH 100% COVERAGE SHALL BE USED
2, INSTALL 2 STEEL STRAPS AT EACH STUD OF
EACH COLUMN,
3, COLUMN STUDS SHALL NOT BE NOTCHED OR
BORED,
4. ALL STEEL STRAPS AT SUPPORT COLUMN LOCATIONS
SHALL BE 1 1/2" X 30 GA, WITH 14, 16 GA,X 7 16" CROWN
1 1/8" LONG STAPLES EACH DOUBLE STRAP
END OR EQUAL FROM
RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR UNLESS OTHERWISE
NOTED.__
20A 1P
SYMBOLS:
DUPLEX RECEPT ® 16" AFF
DUPLEX RECEPT ® 42" AFF
(b RECEPT 220 VOLT
FLOOR,RECEPTACLE
SWITCH
$3 3 WAY SWITCH
V PHONE JACK ® 16" AFF
® FLOOR PHONE JACK
TO THERMOSTAT
INCANDESCENT LIGHT 60W, MAX.
-Q-Wy, WATER PROOF PORCH LIGHT 6OW. MAX,
[=FLUORESCENT FIXTURE 87.6 W, MAX.
® RECESSED FLUORESCENT 87.6 W. MAX.
0 JUNCTION BOX
O JUNCTION BOX
® 100 CFM EXHAUST FAN
® EXHAUST FAN WITH LIGHT
EMERGENCY LIGHT
J BOX FOR 'MANUAL PULL STATION & BELL
QP J BOX FOR MANUAL PULL STATION
® 12"x12" SUPPLY AIR REGISTER
12"x12" RETURN AIR GRILLE IN 8x EI JUMP INTO PLENUM
1 & 2
HVAC SIZED PER MFR.
ELECTRIC SCHEDULE
CIRCUIT # NOMENCLATURE
BREAKER
(AMPS)
WIRE SIZ
CU. NM.
1 & 2
HVAC SIZED PER MFR.
5PLC5,
313
WATER HEATER
20A 1P
12-2
4A-8
LIGHTS RECEPTS
20A 1P
12-2
5A -B
LIGHTS RECEPTS
20A 1P
12-2
6A -B
LIGHTS RECEPTS
20A 1P
12-2
7A -B
LIGHTS RECEPTS
20A 1P
12-2
8A -B
LIGHTS RECEPTS I
20A 1P
1 12-2
9A -B
LIGHTS RECEPTS I
20A 1P
1 12-2
ALL PORTABLE
APPLIANCES, INCLUDING
W/H, TO
HAVE DISCONNECT IF NOT WITHIN
VIEW OF
ELECTRIC
PANEL,
OF ••-
1
1SOUTHWIND
MDS004423
VELOCITY•
T PETERSBURG, •.,,
,
PANEL "A"
FIRE RATING OF e
KVA
GENERAL LIGHTING
xa
EXTERIOR
,0035 KW SF
x 607 SF x 1,25
s r
2.66
5 RECEPTS
0180 VA/1000
.9
HVAC
10.9
1 FAN ® ,3 KW x 1.25
.75
TOTAL 15.21
TOTAL/240x10DO 63,38
INSTALL 100
AMP PANEL 120/240V 10
PANEL "B"
KVA
GENERAL LIGHTING
1
.0035 KW SF
x 607 SF x 1,25
2.66
5 RECEPTS
® 180 VA/1000
,9
HVAC
10,9
TOTAL 14.46
TOTAL/240x1000 60,25
INSTALL 100 AMP PANEL 120/240V 10
LISTING AGENCY
i•
• 3i Oi �0•so♦;fg�� ����� �j�j+j�ja•�•+�a��
Oi♦♦♦♦♦♦•♦.•♦♦♦•♦.Oi•.•••♦♦♦.♦♦♦••♦••�-,
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•♦•♦' /• •�Oi' ii! •i i r OOi� i♦i♦i� •viii' ♦� Oi%�bi•OOOi♦ii♦i♦i'
APPROVAL
•♦i♦• 0 rPi� r�•�,•♦�••f ♦�d•� •♦� •SOP rii ��•�•�� 1�♦�•�♦�♦�.♦♦•.�•�''
THESE LY WITH THE
�: ♦i•Oi♦iii♦i°� Oi ♦ • •. • ♦♦� Oi ♦•� O
DIVISION OF
THE
SCOTSMAN GROUP INC,
FACTURED
FLORIDAA
MANUACT
OF CODES
....
CRITERIA:
JOHN A. BODZIAK
3637
4TH STREET NORTH
FLORIDA �,
OCCUPANCY
ARCHITECT
A- ••• •. t
ALLOWABLE
OF ••-
1
1SOUTHWIND
MDS004423
VELOCITY•
T PETERSBURG, •.,,
,
FIRE RATING OF e
....
xa
EXTERIOR
,
s r
ALLOWABLE
.09/22/2004 MDS00442
FLOOR LOAD 50/100
APPROVAL
- • ■LETTER
MANUFACTURER DCA
�
1
n ,• •�' J
i
1
LISTED TRUSSES AT 24" O.C.
ROOF COVERING OVER 3/8" PLYWOOD
DUCT SPECIFICATIONS, ROOF INSULATION
SITE INSTALLED 3/8" X 5" LAG SCREWS
LISTED ROOF TRUSS DESIGN LOADS:
RATED SHEATHING, MINIMUM EXP -1 24/0
„
2 LAYERS 3/4x 18" TEC LAM
STAGGERED FROM SIDE TO SIDE
LIVE LOAD 20 PSF TOP CHORD
OR OPTIONAL 7/16" ORIENTED STRAND
RIDGE BEAM BOTH UNITS
AT 16" O,C. MAXIMUM, LAG SCREWS
DEAD LOAD 6 PSF TOP CHORD
BOARD, EXP, 1, 24/16, SEE ROOF
SEE SPAN CHART IN
MUST PENETRATE 1" MINIMUM INTO
DEAD LOAD 4 PSF BOTTOM CHORD
SHEATHING DETAIL, —�
APPROVED STRUCTURAL
ADJACENT MODULE RIDGEBEAM OR
(TO BE LOCATED OPPOSITE
WITH ALL SHEATHING EDGES EXTENDING 3/4"
PACKAGE
TRUSS,
RIM MEMBER 2x4 SPF #3 MIN.
2x4 SPF #2 WALL STUDS 916" O.C.
1$,
18'
30 GA. x 1-1/2" STEEL STRAP FROM 16
INSTALL FIRE BLOCKING AT CEILING LINE
WINDOW HEADER, SEE
TRUSS TO WALL STUD 0 16' O.C. WITH
TO EACH CORNER OF BUILDING AS POSSIBLE.
SPAN CHART FOR SPECS
7-16 GA, X 1" STAPLES PER STRAP
1/8" STRUCTURAL RED THERMO—PLY FASTENED
END. (TYPICAL SIDEWALLS)
WITH 16 GA, X 1" X 1-1/4" STAPLES 3" O.C.
DOUBLE STRAPPING AT EACH STUD FOR
SHEET #2 FOR SPECS
FIRST 4' IN FROM EACH CORNER,
WALL INTERIOR FINISH, SEE
BRACING INSTALLATION:
TRUSSES THAT DO NOT FALL DIRECTLY
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS
C
OVER WALL STUDS SHALL BE STRAPPED TO
FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM
TOP PLATE AND TOP PLATE SHALL BE
J
EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE
STRAPED TO NEAREST AJACENT WALL
SEE STRUCTURAL PKC, FOR
R— 19 KRAFTBACK
6.4 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO UE
PROVIDED BY ROOF AND/OR
GABLE VENTS,
STUD WITH EQUIVALENT STRAPPING
EXTERIOR WALL FINISH: T-1-11
EXTERIOR WALL STRUCTURAL BRACING
DUCT SPECIFICATIONS, ROOF INSULATION
FASTEN RIDGE BEAM
TO EACH TRUSS
AND
SIDEWALLS:
WITH NO LESS THAN
6-15 GA. STAPLES
12 GA. OUTTRIGGER
STRUCTURAL SHEATHING SHALL CONSIST OF A
WITH 1" PENETRATION
INTO TRUSS KING
4' MINIMUM WIDTH SHEET EXTENDING
POST OR EQUIVALENT
FASTENING,
(TO BE LOCATED OPPOSITE
WITH ALL SHEATHING EDGES EXTENDING 3/4"
DOUBLE TOP PLATE
MINIMUM OVER 2" NOMINAL LUMBER OF THE
2x4 SPF #2 WALL STUDS 916" O.C.
FRAME DETAIL
2X4 SPF #2
INSTALL FIRE BLOCKING AT CEILING LINE
WINDOW HEADER, SEE
TO EACH CORNER OF BUILDING AS POSSIBLE.
SPAN CHART FOR SPECS
BRACING MATERIAL:
1/8" STRUCTURAL RED THERMO—PLY FASTENED
TYP. WINDOW, SEE
WITH 16 GA, X 1" X 1-1/4" STAPLES 3" O.C.
SHEET #2 FOR SPECS
ENDWALLS:
WALL INTERIOR FINISH, SEE
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS
SHEET #1 FOR SPECS,
FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM
TYP. WINDOW SILL
EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE
96" WALL HEIGHT
GRADE AS EXTERIOR WALL FRAMING.
BRACING MATERIAL:
3/8" CDX PLYWOOD EXP -1 24/0 FASTENED
R-11 KRAFTBACK
WITH 7/16" X 1 1/2" X 16 GA. STAPLES
3" O.C. EDGES, 12" O.C. FIELD.
WALL INSULATION
SEE STRUCTURAL PACKAGE FOR FLOOR DECKING
48" TYPICAL
2 x 4 SPF #22x
SPF #2 FLOOR JOISTS, SEE
T&G JOINT
BOTTOM PLATE
2X6 ®16" O.C.,SEE SHEET #1 FOR 100# LOAD AREAS
I
(TYPICAL)
R-11 UNFACED
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)
M10x8.5 I—BEAM
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.
PER PLAN
SITE INSTALLED 3/8"x3" LAG SCREWS
RIDGE BEAM
2 LAYERS 3/4"x 18" TEC LAM LVL
RIDGE BEAM BOTH UNITS
SEE SPAN CHART IN
APPROVED STRUCTURAL
PACKAGE
TEC—LAM Fb = 2850 PSI
RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR SPAN
BEAMS .SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER
COLUMNS TO EXTERIOR FACE OF ENDWALL,
MULTIPLE UNITS ARE TO BE GLUED & NAILED TOGETHER
TO ACT AS ONE UNIT,
INSTALL 2X4 X DEPTH OF BEAM SPF #3 BEARING STIFFENER OVER
SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE
OF STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND
6 - 16 GA.x 2 112" x 7/16" CROWN STAPLES.
s
20
POTIONAL TRUSS CONFIGURATION
LISTED TRUSSES ® 16" O.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 rrirnr inn nr7nn
3
RIM MEMBER 2x4 SPF #3 MIN.
24"
STAGGERED FROM SIDE TO SIDE
AT 48" O.C. MAX, LAG SCREWS
MUST PENETRATE 1" MINIMUM INTO
ADJACENT MODULE RIM JOIST.
l
DOOR FRAMING WINDOW FRAMING
HEADERS
2-2x4 SPF #2
PLATE
SPF #2
'LE STUDS
SPF #2
6" 0.C.
DUCT vSPE CIFICATION S. v ROOF INSULATION
SEE SHEET #1 FOR
CEILING INT. FINISH
2„
I�
�I 1
1/4"
CROSSMEMBER SECTION
INSTALL DIAPHRAM BLOCKING WITH 15 GA
X 7/16"CROWN WITH 2" LEG
4" O,C. IN BOUNDRIES, AND 6" O.C. AT PLYWOOD EDGE
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 #
OF FLOORS 1
WIND VELOCITY 110
FIRE RATING OF
EXTERIOR WALLS 0
PLAN NO. MD5004423
ALLOWABLE
FLOOR LOAD 50/100
LAST INSPECTED 09/22/2004
MANUFACTURER PER DCA LETTER
M.D.S.
FULL LENGTH 3/16" FILLET
EXTERIOR WALL FINISH: T-1-11
EXTERIOR WALL STRUCTURAL BRACING
ONE SIDE OF ALL FLANGES
AND
WEBS AT ALL OUTRIGGERS
AND
SIDEWALLS:
BRACING INSTALLATION:
12 GA. OUTTRIGGER
STRUCTURAL SHEATHING SHALL CONSIST OF A
('
4' MINIMUM WIDTH SHEET EXTENDING
CONTINUOUSLY FROM TOP TO BOTTOM PLATE
—moi
(TO BE LOCATED OPPOSITE
WITH ALL SHEATHING EDGES EXTENDING 3/4"
OUTRIGGER AS SHOWN)
MINIMUM OVER 2" NOMINAL LUMBER OF THE
OUTRIGGER SECTION
FRAME DETAIL
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, 12" O.C. FIELD.
STAGGERED FROM SIDE TO SIDE
AT 48" O.C. MAX, LAG SCREWS
MUST PENETRATE 1" MINIMUM INTO
ADJACENT MODULE RIM JOIST.
l
DOOR FRAMING WINDOW FRAMING
HEADERS
2-2x4 SPF #2
PLATE
SPF #2
'LE STUDS
SPF #2
6" 0.C.
DUCT vSPE CIFICATION S. v ROOF INSULATION
SEE SHEET #1 FOR
CEILING INT. FINISH
2„
I�
�I 1
1/4"
CROSSMEMBER SECTION
INSTALL DIAPHRAM BLOCKING WITH 15 GA
X 7/16"CROWN WITH 2" LEG
4" O,C. IN BOUNDRIES, AND 6" O.C. AT PLYWOOD EDGE
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 #
OF FLOORS 1
WIND VELOCITY 110
FIRE RATING OF
EXTERIOR WALLS 0
PLAN NO. MD5004423
ALLOWABLE
FLOOR LOAD 50/100
LAST INSPECTED 09/22/2004
MANUFACTURER PER DCA LETTER
M.D.S.
FULL LENGTH 3/16" FILLET
WELDS
ONE SIDE OF ALL FLANGES
AND
WEBS AT ALL OUTRIGGERS
AND
CROSSMEMBERS.
1-1/2"
12 GA. OUTTRIGGER
1-1/2"
('
J 7,.
12 GA, CROSSMEMBER.
—moi
(TO BE LOCATED OPPOSITE
1-1/2"
OUTRIGGER AS SHOWN)
OUTRIGGER SECTION
FRAME DETAIL
ENDWALL
J
J
3
w
0
F
STAGGER JOINTS 48" O.C.
3/8" RATED SHEATHING, PLYWOOD TO BE
FASTENED TO TRUSSES WITH Q-21 STAPLES OR EOUIV.
(7/16" CROWN X 2" LEG X 15 GAUGE)
AT 4" O.C. ON EDGES AND 8" O.C. IN FIELD
ROOF SHEATHING DETAIL
P.T. 2x$ SHIMS
4"x8"x16" CAP BLOCK
8"x8"x16" CMU'S
d-
4"x16"x16" PAD
16"
SECTION A- A
/ P, T, 2x8 SHIMS
4"x8"x16" CAP BLOCK
X\ 8"x8"x16" CMU'S
x
w
4"x8"x16" PADS
32" STAGGERED AS SHOWN
SECTION 13-13
63'-0"
24" MIN. 24" MIN,
L 32" MAX. 32" MAX,
TYP, GROUND
ANCHOR
TYP,
OUTRIGGER
TYP, HURRICANE
STRAP
TYP. GROUND
ANCHOR
SECTION C- C
ISOLATED PIER TIE—DOWN AT MATELINE
�I
i
7'-10" TYP,
Q.
— —F — F1�T. _ _ F, r, _ — F F.IT- — F.�-
F`
L L Lf�l� Lf l� Lf�l� LC�i� A I. � A — L
FRAME TIE—DOWN STRAP
TO BE INSTALLED
w
BELOW I -BEAM
ly
Ld
0``'
z N ao'-o' zo'-o"
w 2'- 0"
r r rr r r r r r
LEI,
LIA- LIQL — lI4Ii — 1141' rLll!
r_ B F- r-
F, T. . C C /Fir.
ry -- -- -- -- — __ -- -- —— —
D r.
-1 L J B L_ J L_
C
W
C J FDI
FDI FDI
I �
W
r rr r r rrF
I I — I
FF77, F, T. — —F, T, — F. T. — — F, 7,— — F; T. — — F, T. — F. T, — F, T. — F. T.
F
A FDI
.,, FDI
7
63*- 0"
24" MIN,
'i' 32" MAX,
TYP, END
OUTRIGGER HEADER
TYP, HURRICANE
STRAP
18" MIN, HEIGHT
34" MAX, HEIGHT
TO BOTTOM OF
FLOOR JOIST
TYP, GROUND
ANCHOR
SECTION D -D
F
K ENDWALL PIER TIE—DOWN AT MATELINE FDI
�Dl
CRIMP STRAP WITH A LISTED STRAP CRIMP
'--EXTERIOR SIDEWALL
�e45►
jlCHASSIS TIE -DOWN STRAP
TIE DOWN. SIDEWALL (TYP.
"""8"x16" CAP BLOCK
8"x8"x16"
CONCRETE MASONRY UNITS
4"x16"x16" PAD
-OR-
(2)-4"x8"x16" PADS
� PERIMETER PIER IN CORNERS AND ALONG I BEAMS
NOTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN
4"x8"x16" CAP BLOCK
8"x8"x16"
CONCRETE MASONRY UNITS
STAGGER 4"x8"x16"
ISOLATED PIERS
NOTE: STRAP
SPACING MAY VARY DUE TO
SITE CONDITIONS
AS SHOWN
j
= FRAME TIES
FDI
FRAME TIES
ONLY, N OVER ROOF-
NOTE: CONCRETE UNITS MAY BE A
COMBINATION OF 4" X 8" X 16", AND 4"
X 16" X 16"
UNITS
F. T. FASTENED TO
® o
STRAPS REQUIRED, SEE
DETAIL F_F-01
GROUND ANCHOR
z
U
FIRST STRAP
FROM END WALLS NOT TO EXCEED
3 -4
r
\
_
J
W
1fl
Z
FIELD CONDITIONS WITH DRY STACK PIERS
W
�y
GREATER THAN 34" SHALL REQUIRE
[]
N
J
W
0
FOUNDATIONS TO BE ENGINEERED
0
ci
BEYOND THIS APPROVAL,
0o
ANCHOR TO BE INSTALLED
IN ACCORDANCE WITH IT,S LISTING
MAXIMUM WIND SPEED 130 MPH,
THE ULTIMATE CAPACITY IS 5,100## PER ANCHOR 7 4,725## OK
ALL TIE 4725 LB.
IACCORDANCE
FOUNDATION NOTES:
CAPACITYDOWN AND SHALOLRBESHALL INSTALLEDENIMUM IN WITH
5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
THEIR FLA, LISTING AND ASCE-7-98
1,
TIE -DOWN STRAPS TO BE 1-1/4' X .035 GALVANIZED STEEL FEDERAL SPECIFICATION
TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC, ARE REMOVED FROM UNDER THE
BUILDING,(FOOTING)
NOTE-
QQS-781-H TYPE -1 FINISH -B GRADE -1, TIE -DOWN STRAPS AND CONNECTING
AND THAT THE GROUND IS LEVELED TO WITHIN 6' AND FIRMLY COMPACTED,
OVERALL WIDTH DIMENSION IS NOMINAL AND
HARDWARE TO HAVE 4,725## MINIMUM ULTIMATE CAPACITY.
6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I -BEAM AND THE
TOP
IS BASED ON UNIT WIDTH x NUMBER OF UNITS.
MINUTE MAN ANCHORS TO HAVE 3150## MINIMUM WORKING LOAD CAPACITY.
OF THE PIER, SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS,
ACTUAL OVERALL WIDTH MAY INCREASE DUE TO
SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE
2,
SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING,
AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P,T, LUMBER
TO REMOVE CLOSE-UP MATERIAL, AND / OR
3.
ALL PIERS SHALL BE 8" X 8" X 16" MASONRY BLOCKS ON 4" X 16" X 16"
AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
/
OTHER FACTORS THAT ARE BEYOND THE
CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN,
BEARING PRIOR TO ADDING THE SHIMS,
CONTROL OF BUILDING MANUFACTURER
4.
MINIMUM SOIL BEARING CAPACITY IS 2000 PSF. TO BE VERIFIED BY BUILDING'S OWNER,
7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK,
'--EXTERIOR SIDEWALL
�e45►
jlCHASSIS TIE -DOWN STRAP
TIE DOWN. SIDEWALL (TYP.
"""8"x16" CAP BLOCK
8"x8"x16"
CONCRETE MASONRY UNITS
4"x16"x16" PAD
-OR-
(2)-4"x8"x16" PADS
� PERIMETER PIER IN CORNERS AND ALONG I BEAMS
NOTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN
4"x8"x16" CAP BLOCK
8"x8"x16"
CONCRETE MASONRY UNITS
STAGGER 4"x8"x16"
ISOLATED PIERS
CONCRETE UNITS
® MATELINE
AS SHOWN
C HEAVY LOAD
PIER AT MATE LINE
FDI
NOTE: CONCRETE UNITS MAY BE A
COMBINATION OF 4" X 8" X 16", AND 4"
X 16" X 16"
UNITS
® o
a
0
z
U
z
Q
\
_
J
W
1fl
Z
W
�y
[]
N
J
W
0
z
Q
0
ci
0o
ANCHOR TO BE INSTALLED
IN ACCORDANCE WITH IT,S LISTING
AND TIE -DOWN ENGINEERING TEST REPORT PROPOSAL ##39
THE ULTIMATE CAPACITY IS 5,100## PER ANCHOR 7 4,725## OK
i♦i0•�•r�O �Oii •♦Oi<Oi<i<iii'i♦i i iii Pi i<i♦J♦♦i♦i ii'ii i ;,
r♦i♦i<ilOi�i<ii �<iiiiiii♦i♦i0•i• •i♦iii•OOOi<ii<i♦iiii
� ►� ,•►••.� �<♦♦. ••♦•♦► iA DIVISION OF THE SCOTSMAN �•<••. •�♦•t �ii•�►••, r♦<ri♦ii♦viii►ii♦iii�r.
,�i ►i Oi►i�.'O. O•'•♦�!�� �i i<i •i.� D.!� O 4• ♦i♦i r•�i♦iO�i•OOiO GROUP
li,COTSMAN
i
i
i I BODZIAK 36374TH STREET.-
SAINT PETERSBURC, FLORIDA 33704
LICENSE #AR -0005065
2730 12TH STREET SOUTH
SAINT PETERSBURG, FLORIDA 33705 IIS
MDS004423
LISTING AGENCY PHONE ...4
SCALE- ! • •
-NTS- MOS004423
i
SIZE
P
CODE TYPE USE ••.PER PRINT 2001 FBC VI ALL MDS004423
MODULAR UNIT
NOTE: 1/2" MAX, DIFFRENCE IN ELEVATION OF MODULAR UNIT FLOOR TO RAMP, 72" MIN LEVEL LANDING
,O
418-
1: 1
8 1:12 SLOPE MAX
an
NOTE: 30'-0" MAX TO LEVEL LANDING
NOTE: STEP AND RAMP CONFIG, MAY VARY DUE TO SITE CONDITIONS NOTE: HANDRAILS SHALL EXTEND 18" BEYOND RAMP AND LEVEL
MODULAR UNIT
3680
NOTE: HANDRAILS SHALL EXTEND 18" BEYOND RAMP AND LEVEL
NOTE: INSTALL 5' x 5' LEVEL LANDING WHEN RAMP EXCEEDS 30'-0"
P.T. 2 X 6 SYP #2 DECKING
I
M
CONT 2 X6 P.T, RIM JOIST SYP #2
P.T, 2 X 6 SPF #2 DECKING, OR 3/4" PLYWOOD P,T OR WATER SEALED
FASTENING SCHEDULE:
0
I
2x6 JOISTS ® 16" O.C.
\
2'-0" MIN,
S•
\
INSTALLED WITH HURRICANE
S• \
%
I17'-0"
\ �2
1" PER FOOT MAX SLOPE
�
v
a
cd�?
��,•
VARIES
LEVEL LANDING
' ° I
2x8 P.T. BEAM BELOW
I �
1 G �
LEVEL LANDING
FASTEN ALL 2x4 LUMBER INTO 4x LUMBER WITH (4) #12d GALV, BOX
NAILS
OR
EQU.
,,--GRADE
1" PER FOOT MAX SLOPE
6'-0"
8'-0" MAX,
7'-6" W-0" MAX,
7'-6" 8'-0" MAX,
7'_6" 8'_0" MAX.
7'-6" 8'-0" MAX,
VARIES, SEE ABOVEIz
30'-0"
a
a
LEVEL LANDING
NAILS
OR
EQU.
NOTE: HANDRAILS SHALL EXTEND 18" BEYOND RAMP AND LEVEL
NOTE: INSTALL 5' x 5' LEVEL LANDING WHEN RAMP EXCEEDS 30'-0"
P.T. 2 X 6 SYP #2 DECKING
I
M
CONT 2 X6 P.T, RIM JOIST SYP #2
P.T, 2 X 6 SPF #2 DECKING, OR 3/4" PLYWOOD P,T OR WATER SEALED
1®
L■
/ SEE DETAIL C
i
4x4 P,T, POSTS
NOTE: STEP AND RAMP CONFIG, MAY VARY DUE TO SITE CONDITIONS
RAILS TO HAVE AN ORNIMENTAL PATTERN
SUCH THAT A 4" SPHERE CANNOT PASS THRU,SEE NOTE #7
�� �� i , t•� 1 r- r\ r-- T A I 1
/2 X 6 SYP #2 P,T, TOP RAIL
2 X 4 SYP /12 P,T, SIDE RAILS
18" — 2x4 FOR BLINtb CAIN CATCH ;
FASTENING SCHEDULE:
0
I
2x6 JOISTS ® 16" O.C.
1®
L■
/ SEE DETAIL C
i
4x4 P,T, POSTS
NOTE: STEP AND RAMP CONFIG, MAY VARY DUE TO SITE CONDITIONS
RAILS TO HAVE AN ORNIMENTAL PATTERN
SUCH THAT A 4" SPHERE CANNOT PASS THRU,SEE NOTE #7
�� �� i , t•� 1 r- r\ r-- T A I 1
/2 X 6 SYP #2 P,T, TOP RAIL
2 X 4 SYP /12 P,T, SIDE RAILS
18" — 2x4 FOR BLINtb CAIN CATCH ;
HANDICA
SCALE 1/4"=1'-O"
SECTION A A
—NTS—
2x6 TOP PLATE
GRADE
FASTENING SCHEDULE:
2x6 JOISTS ® 16" O.C.
2'-0" MIN,
INSTALLED WITH HURRICANE
FASTEN ALL 2x4 LUMBER INTO 2x LUMBER WITH (2) #12d GALV. BOX
NAILS
OR
EQU,
' ° I
2x8 P.T. BEAM BELOW
I �
1 G �
FASTEN ALL 2x4 LUMBER INTO 4x LUMBER WITH (4) #12d GALV, BOX
NAILS
OR
EQU.
,,--GRADE
8'-0" MAX,
8'-0" MAX,
7'-6" W-0" MAX,
7'-6" 8'-0" MAX,
7'_6" 8'_0" MAX.
7'-6" 8'-0" MAX,
VARIES, SEE ABOVEIz
30'-0"
HANDICA
SCALE 1/4"=1'-O"
SECTION A A
—NTS—
2x6 TOP PLATE
GRADE
FASTENING SCHEDULE:
2x6 JOISTS ® 16" O.C.
2'-0" MIN,
INSTALLED WITH HURRICANE
FASTEN ALL 2x4 LUMBER INTO 2x LUMBER WITH (2) #12d GALV. BOX
NAILS
OR
2x4 CENTER RAIL FOUNDATION DETAILS
2x4 TOE RAIL SCALE 1/2"=1'-0"
MOTE INSTALL ON SKIDS IF ASPHALT PAVING OR COMPACT SOIL EXISTS
2X6 SYP #2 P,T. FLOOR JOISTS Ccs 1 6'SEEDCPETAIL BELOW.
GRADE
NOTE INSTALL ON SKIDS IF ASPHALT PAVING EXISTS
SEE ALT. DETAIL BELOW.
41
ALTERNATE ANCHORING DETAIL FOR ASPHALT PAVING, OR COMPACT SOIL
—NTS—'
INSTALL (2) 3/8"x5"
GALV. LAG SCREWS
FROM 2x8 BEAM INTO
P.T.POST TYP. o
4x4 P.T. POSTS
® 8'-0"O,C, TYP,
2x6 P, T,
FASTENING SCHEDULE:
2x6 JOISTS ® 16" O.C.
INSTALLED WITH HURRICANE
FASTEN ALL 2x4 LUMBER INTO 2x LUMBER WITH (2) #12d GALV. BOX
NAILS
OR
EQU,
' ° I
2x8 P.T. BEAM BELOW
I �
1 G �
FASTEN ALL 2x4 LUMBER INTO 4x LUMBER WITH (4) #12d GALV, BOX
NAILS
OR
EQU.
,,--GRADE
FASTEN ALL 24 LUMBER INTO 2x LUMBER WITH (3) #12d GALV, BOX
NAILS
OR
EQU,
FASTEN ALL 2x6 LUMBER INTO 4x LUMBER WITH (5) #12d GALV, BOX
NAILS
OR
EQU.
FASTEN ALL 2x8 LUMBER INTO 2x LUMBER WITH (4) #12d GALV. BOX
NAILS
OR
EQU,
FASTEN ALL 2x8 LUMBER INTO 4x LUMBER WITH (6) #12d GALV, BOX
NAILS
OR
EQU.
c
ALL FASTENERS HOT—DIPPED ZINK COATED GALV,
GENERAL
NOTES
12" MIN
11'
DECKING TO BE P.T, 2x6 WITH 1/4" MAX SPACING
`D
2.
MIN SOIL BEARING CAPACITY 2000 P,S,F,
3.
ALL P,T, LUMBER TO BE APROVED FOR BELOW
GROUND USE. ALL RAMP JOIST FRAMING 2x6 P.T. LUMBER
4,
ALL, JOIST SPLICING SHALL OCCUR OVER 4 X 4 POST
7"
11"
(CENTER BUTT JOINT OVER 4 X 4 POST)
L
5.
RAMP AND STAIR DETAILS TYPICAL AND
FOR CONSTRUCTION REFERENCES ONLY
71'
6.
RAMP AND STAIRS TO HAVE A NON SKID TAPE, OR
OTHER NON SKID SURFACE APPLIED,
NOTE: NUMBER OF
STEPS MAY VARY DUE TO DECK HEIGHT
7,
RAILS TO HAVE AN ORNIMENTAL PATTERN SUCH THAT
A 4"
SPHERE CANNOT PASS THRU.T A HEIGHT OF 34"
A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL
REJECT THE PASSAGE OF A 2" DIAMETER SPHERE
TYP . STAIR
-SECTION
SEE 2001 FBC SECTION 1015,3
SCALE 3/4"=1'-0"
2x6 P, T,
LAID FLAT
2x6 JOISTS ® 16" O.C.
INSTALLED WITH HURRICANE
STRAP AT EACH JOIST TO
' ° I
2x8 P.T. BEAM BELOW
I �
1 G �
,,--GRADE
GALV. FRAME TIE STRAP
INSTALLED ON 48" SINGLE
HELIX ANCHOR ® 8'-0" MAX O.C.
,035 GALVANIZED STEEL FEDERAL SPECIFICATION
E-1, TIE—DOWN STRAPS AND CONNECTING
A ULTIMATE CAPACITY.
200 LB. MINIMUM ULTIMATE LOAD CAPACITY,
I
RAMP CRITERIA
> VELOCITY 130
DRAIL LOAD 250#
)WABLE
)R LOAD 100
P.T. 2 X 6 SYP #2 JOISTS CONT. (TYP,) 9
4 X 4 P,T, POST SYP #2
INSTALL 4 # 12d GALV,
NAILS FROM JOIST
03/26/2003 MDS002536
DETAIL C
SCALE 3/4"=1'-0"