HomeMy WebLinkAbout521 Casa Marina PlPermit #
Job Add
CITY OF SANFORD PERMIT APPLICATION
Historic District; Zoning: Value of Work: $ _
Permit Type: Building Electrical Mechanical _ Plumbing Fire Sprinkler/Alarm Pool
Electrical; New Service - # of AMPS. Addition/Alteration Change of Service 'rempoitiry Pole
Mechanical: Residential Non -Residential Replacement _ New (Duct Layout &Energy Cale. Required)
Plumbing/ New Commercial; # of Fixtures # of Water & Sewer Lines_ # of Gas Lines _
Plumbing/Now Residential; # of Water Closets Plumbing Repair Residential or Commercial t ^�
Occupancy Type; Residential T Commercial Industrial Total Square Footage '
Construction Type. , # of Stories; # of Dwelling Units: Flood :Gone; (FEMA form required for other Dau Vit)
Parcel #; ` (Attach Proof of Ownership & Legal Description)
Owners Name & Address: _ U.1!-!�. t-CUP77Dt,) . 11-j,,`C.
Contractor Name & Address;�l'
Phone & Fax:
Bonding Company.
Address:
Mortgage Lender:
Address;
Architect/Engineer;
ARM,
i
errrr���
Phone;
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ias commenced prior to the
of
issuance a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, eta
OWNER'5 AFFI AV IT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OTI : In addition
this county, and there
Acceptance of
of
quircments of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
additional permits requircd from other governmental entities such as water management districts, state agencies, or federal agencies.
11 notify the owner of the property of the
Date
Florida Lien Law, V1713,
of Contractor/Agent.. Date
atgrtet 1�"i'PA' v l i ,� �v nate 'SignL0-6f.Nota
s a
ffiPATRICIACOULTON fit rSE,�,�- [,`"`"""" ate
I\ aFARY PUBLIC 91'A'11 OF FLORIDA V `a .'1=IA COULTON
tvt 1SSI " O. DD134330
01'J,i tr�URIC6rA1EOFILC„
Own / f PIe�®n 1'�:r°8`4`gL15� e or Contractor/Agzrt lis r �,7 N i
MSF" '.. ,.� i�i�Fown to Me`or
Produced ID I '
CfAPPLlCAT10N APPROVED BY; Bldg: tonin Utilities; FD;
(initial &pate) (initial & Date) (initial & Date) (Initial & Date)
Special Conditions:
1"&
—f
1
6.
SEISMIC PERFORMANCE CATAGORY—A
GENERAL NOTES: FLORIDA
HANDICAPPED ACCESSIBILITY: -ADA / ANSI A117,1 / FACBC
OS1048 — GHECI<ED, ,
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
ACCESSIBLE (ie, TOUCH LATCHES, U -SHAPED PULLS): SPACES SHALL BE WITHIN 15
SUBJECT TO LOCAL JURISDICTION,
ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
MODULAR BUILDING PLANS EXAMINER "�^=_"�
2,
ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A
ALL ENTRANCES ARE ACCESSIBLE, INACCESSIBLE ENTRANCES SHALL HAVE
ALL STEEL STRAPS REFERENCED ON FLOOR •PLAN SHALL BE 1,5 INCH x 30 GA, WITH
KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT, MANUALLY OPERATED FLUSH BOLTS
DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE.
(7)— '16 GA, x 7/16 INCH CROWN x 1 INCH PENETRATION STAPLES EACH END OF STRAP
OR SURFACE BOLTS SHALL NOT BE USED,
2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN
2002, AND WAS REINSPECTED, AND REMAINS UN MODIFIED.
3.
ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN
36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 INCHES
WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES)
THESE PRINTS COMPLY WITH THE
60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY,
ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS, ADDITIONALLY, DRINKING WATER
4,
CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO
TEMPERED OR ACRYLIC PLASTIC SHEET,
PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING,
SITE, AND SUBJECT TO LOCAL JURISDICTION.
4.
FLOOR DESIGN LIVE LOAD —100 PSF CORRIDORS, LOBBY, 50 PSF ELSEWHERE
3, WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS
11•
5.
MAXIMUM WIND SPEED — 110 MPH
ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE
1
6.
SEISMIC PERFORMANCE CATAGORY—A
SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC, TO SUCH SPACES SHALL BE
OS1048 — GHECI<ED, ,
7.
OCCUPANCY IS BUISNESS
SHT �{1..:.'.
ACCESSIBLE (ie, TOUCH LATCHES, U -SHAPED PULLS): SPACES SHALL BE WITHIN 15
8.
OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA,
MODULAR BUILDING PLANS EXAMINER "�^=_"�
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
#,3,.,.,
(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
2002, AND WAS REINSPECTED, AND REMAINS UN MODIFIED.
(OR EQUIVALENT) FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR,
o 0
WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES)
THESE PRINTS COMPLY WITH THE
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
ACT OF 1979 CONSTRUCTION CODES
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,
JOHN A. B O D Z IAIK
ABOVE THE FLOOR FOR SIDE APPROACH, RECEPTACLES ON WALLS SHALL BE MOUNTED
12,
MINIMUM CORRIDOR FINISH IS CLASS A (GYPSUM).
CONST. TYPE VIr�
NO LESS .THAN "15 INCHES ABOVE THE FLOOR, EXCEPTION: HEIGHT LIMITATIONS DO
SAINT PETERSBURG, FLORIDA 33704
13.
NOTE THIS EXISTING STRUCTURE IS BEING MOVED INTO OR WITHIN A COUNTY OR MUNICIPALITY,
LICENSE ##AR— 0005065
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
A11111121mmomm Mmas,mcc,Mc 2730 12TH STREET SOUTH
ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING
FIRE RATING OF
SAINT PETERSBURG, FLORIDA 33705
LISTING AGENCY PHONE #727-898-6004
I
AS IT IS STRUCTURALLY SOUND AND OCCUPIABLE FOR IT'S INTENDED USE,
OCCUPANTS,
PLAN NO.' OS1048
DATE SCALE QUOTE SER, N0,
5,
WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH
FLOOR LOAD 50/100
ELECTRICAL NO -FES: NEC N F P A 7 O
AUDIBLE AND VISUAL ALARMS, THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT,
MANUFACTURER PER DCA LETTER
M.D.S.
INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES
0.8r' 03
CEILING, WHICHEVER IS LOWER,
SIZE CODE TYPE USE
1.
ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THEBELOW
6,
DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie. LEVER—
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. 410-8(a),
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 OPENA13LE 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,
15 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,
'f0
11,
ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
5.
PRIOR 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 CUM BUSTIBLE 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,
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.
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, UNLE55 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,
I:
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 IS PROVIDED.
x
PLUMBING NOTES: SPC 1994
SITE -INSTALLED ITEMS:
1,.
CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES
i.
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 Wl rtIIN 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.
DRINKING WATER APPARATUS (WHEN NOT SHOWN ON 'PLAN),
THE POLYBUTYLENE PIPE INSTALLER SHALL VERIFY THAT IT'S USE WILL BE RESTRICTED
BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE
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,
THE BUILDING,
I
6.
DWV SYSTEM SHALL BE EITHER ABS OR PVC—DWV, �.
6,
THE MAIN ELECTRICAL PANEL AND SUB—FEEDERS (MULTI—UNITS ONLY).
7,
BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE—INSTALLED BY OTHERS,
7,
CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE
SUBJECT TO LOCAL JURISDICTION APPROVAL,
MATING LINE(S) (MULTI—UNITS ONLY).
8.
TOILETS SHALL BE ELONGATED TYPE WITH NON—ABSORBENT OPEN FRONT SEATS,
8,
STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
9.
RESTROOM WALLS SHALL BE COVERED WITH NON-ABSORBENT MATERIAL TO A
MODULES (MULTI—UNITS ONLY),
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 ARE TO BE LOCATED IN ADJACENT BUILDING(S), SEE
FIXTURE.
ATTATCHED LETTER,
1
11,
W SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED
W
10
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,
SPRINKLER SYSTEM (INSTALLED BY A LICENCED INSTALLER)
CORROSIVE PIPE OR 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•
LAVTHEATORIES
INTERIOR
FINISH 1997 SBCCI SEC, 409,2.9 & CHAPTER 8
FLOW OFOHOT WLIC ATERETOOAOMAXIIMUMLOFE0.5QGPM, ORT BEOQUPPDDVWITH SELF—CLIOSING
VALVES (NON HANDI—CAPPED APPLICATIONS ONLY), MAXIMUM WATER TEMPERATURE IS 110 DEC.
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/S0. CM
AS
TESTED IN ACCORDANCE WITH NFiPA 253
1
08/07/2003
DATE------- --------- PLAN NO----------------------
OS1048 — GHECI<ED, ,
4
SHT �{1..:.'.
MODULAR BUILDING PLANS EXAMINER "�^=_"�
SHT;.;.
FLORIDA CERTIFICATE NUMBER SMP -0000034--: �>
--___
T.,
#,3,.,.,
08/07/2003
DATE------- --------- PLAN NO----------------------
OS1048 — GHECI<ED, ,
INSPECTED BY SAM ACOSTA
SHT �{1..:.'.
MODULAR BUILDING PLANS EXAMINER "�^=_"�
SHT;.;.
FLORIDA CERTIFICATE NUMBER SMP -0000034--: �>
--___
T.,
#,3,.,.,
BUILDING BUILT PRIOR TO MARCH 1ST
2002, AND WAS REINSPECTED, AND REMAINS UN MODIFIED.
LISTING AGENCY
APPROVAL
o 0
THESE PRINTS COMPLY WITH THE
GE Capital Modular
Space
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CRITERIA: i
JOHN A. B O D Z IAIK
3637 4TH STREET NORTH
CONST. TYPE VIr�
SAINT PETERSBURG, FLORIDA 33704
OCCUPANCY B
A R l I T E C 1
LICENSE ##AR— 0005065
ALLOWABLE it
OF FLOORS 1
WIND VELOCITY 110
A11111121mmomm Mmas,mcc,Mc 2730 12TH STREET SOUTH
IVIDSOO,3066
FIRE RATING OF
SAINT PETERSBURG, FLORIDA 33705
LISTING AGENCY PHONE #727-898-6004
I
EXTERIOR WALLS 0
PLAN NO.' OS1048
DATE SCALE QUOTE SER, N0,
ALLOWABLE
08/07/2003 —NTS— 051048
FLOOR LOAD 50/100
LAST INSPECTED 08/07/2003
MANUFACTURER PER DCA LETTER
M.D.S.
0.8r' 03
SIZE CODE TYPE USE
CHECKED By REV, APR ,A y PAGE
PER PRINT 1997 SBCCI VI B
MDS 48 1 OF a
0
I
0
F, T. F.T. F, T.
I _ ISI I I—
L . H, LI I
w
a
U
w
w
V)
I
I — ;I ,—
F, T, F. T. F. T.
F. T. F. T.
L L J -
117PFfY
I _.
F. T. F, T.
F
FDI
44'-0"
FOUNDATION NOTES;
5, IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
7'-4" TYP.
I
F. T. F. T,
A L. j A L
LA
—ISL' r I
F. T, F, T.
F
FDI
P, T, 2x8 SHIMS
4"x8"x16" CAP BLOCK
VIA8"x8"x16" CMU'S
4"x16"x16" PAD
CRIMP STRAP WITH A LISTED STRAP CRIMP
OR PRE MANUFACTURED CONNECTOR
FRAME TIE -DOWN STRAP
MAY BE INSTALLED ABOVE OR
BELOW I -BEAM
16" ABS PAD OPTIONAL
IN LIEU OF
4x16 CONCRETE PAD
SECTION A — A MODEL # SPA 264-1 OR 4148-5
DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES CHAPTER 15C-1.0103
MAX PIER LOADS IN POUNDS BASED ON SOIO VALUES
1,000 LB SOIL 1500 LB SOIL 2,000 LB SOIL 2,500 LB SOIL 1 3,000 LB SOIL REMARKS
1,780 2,670 3,560 4,450 5,340 MAX 5,340
NOTE: STRAP SPACING MAY VARY DUE TO SITE CONDITIONS
FRAME TIES ONL Y, NO OVER ROOF
STRAPS REQUIRED, SEE DETAIL F-FD1
FIRST STRAP FROM END WALLS NOT TO EXCEED 3'-4''
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 -
C"EMD By REV,
005 -781 -FI TYPE -1 FINISH -B GRADE -1, TIE -DOWN STRAPS AND CONNECTING
AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED,SLOPE GRADE AWAY FROM BUILDING
OVERALL WIDTH DIMENSION IS NOMINAL AND
VI
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,
LISTED ANCHORS TO HAVE 3,150# MINIMUM WORKING LOAD CAPACITY,
OF THE PIER, SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS,
ACTUAL OVERALL WIDTH MAY INCREASE DUE TO
2.
SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING.
AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P,T, LUMBER
SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE
TO REMOVE CLOSE-UP MATERIAL, AND / OR
3,
'
ALL PIERS SHALL BE 8" k 8" X 16' MASONRY BLOCKS ON 4" X 1.6" X 1fi
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.
FIELD CONDITIONS WITH DRY STACK PIERS
GREATER THAN 34" SHALL REQUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 130 MPH,
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB.
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR FLA, LISTING AND ASCE-7-98
�- EXTERIOR SIDEWALL
45'
18" MIN. HEIGHT
34" MAX. HEIGHT FRAME TIE -DOWN STRAP
TO BOTTOM OF
FLOOR JOIST
TIE DOWN, SIDEWALL (TYP
d".,8"x16" CAP BLOCK
8"x$"x16"
CONCRETE MASONRY UNITS
4"x16"x16" PAD �V
- OR -
(2)-4"x8"x16" PADS
A PERIMETER PIER IN CORNERS AND ALONG I BEAMS
FDI
OTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN
SEE SECTION A -A BELOW FOR OPTIONAL ABS PADS
P.T. 2x8 SHIMS
4"x8"x16" CAP BLOCK
8"x8"x16" CMU'S
d.
4"x16"x16" PAD
16"
SECTION A- A
FRAME TIES
0
F. T. FASTENED TO U
GROUND ANCHOR
w =
L
0 .-J
w EaJ
Z D
a �
a
x
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 > 4,725#/ OK
o GE Capital Modular Space
SIZE
CODE
TYPE
USE
C"EMD By REV,
Al
PER PRINT
2001 FBC
VI
B
MDS
I
0