2100 Oregon Ave Temp trailerPERMIT' ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNEI
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PER?vfIT NUNIBER FEE
MISCELLANEOUS CONTRACTOR
m7. T? x/rur NIT 11VARR FFF
ISUBDIVISIONC/-) T-
PERMIT4 DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
PANS REVIEWED
CITY Of SANFORD
DATE ---- 05/17/2003 ___- PLAN NO--------MDS002733------- . ...
INSPECTED BY SAM ACOSTA '.,SHT',.j1:.,.'.
MODULAR BUILDING PLANS EXAMINER
FLORIDA CERTIFICATE NUMBER SMP -0000034 •SHT-43%,-,
BUILDING BUILT PRIOR TO MARCH 15T 2,002, AND WAS REINSPECTED, AND REMAINS UN MODIFIED.
LISTING AGENCY
APPROVAL.
APPRQVED . VENT CAP, '
HANDICAPPED ACCESSIBILITY: ADA / ANSI A1171 / FACBC
A DIVISION OF
GENERAL NOTES: FLORIDA
SCOTSMAN GROUP
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
THESE PRINTS COMPLY WITH THE
SUBJECT TO LOCAL JURISDICTION, ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
5. IN PRIVATE RESTROOMS CONTAINING ONE TOILET AND ONE LAVATORY,
2. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A ALL ENTRANCES ARE ACCESSIBLE, INACCESSIBLE ENTRANCES SHALL HAVE
RESTROOM VENT FANS SHALL PROVIDE ONE CFM PER SQUARE FOOT OF FLOOR AREA,
KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT, MANUALLY OPERATED FLUSH BOLTS DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE,
OR SURFACE BOLTS -SHALL NOT BE USED, 2, `ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN
6, IN ANY BATHROOM THAT DOES NOT CONTAIN BATHTUBS, AND/OR SHOWERS,
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
MECHANICAL .,EXHAUST MAY BE OMITTED WHEN NATURAL VENTILATION OR
AND ADHERE TO THE FOLLOWING
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.
y 1, CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES
4, . FLOOR DESIGN LIVE LOAD -100 PSF CORRIDORS, LOBBY, 50 PSF ELSEWHERE 3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS
DRINKING FOUNTAINS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE
5. MAXIMUM . WIND SPEED - 110 MPH ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE
ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED
PETERSBURG, FLORIDA
6. SEISMIC PERFORMANCE CATAGORY-A 43PACE COMPLYING WITH THE FOLLOWING: DOORS, ETC, TO SUCH SPACES SHALL BE
2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES,
7. OCCUPANCY IS BUISNESS ACCESSIBLE (ie. TOUCH LATCHES, U -SHAPED PULLS); SPACES SHALL BE WITHIN 15
3. STORAGE -TYPE WATER HEATERS SHALL HAVE A SAFETY PAN WITH A 1 -INCH DRAIN TO
8. ' OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA. INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9
1, THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM,
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.
4, WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC, OR COPPER; WHEN POLYBUTYLENE
7)- 16 GA."y, 716 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
SUPPLY LINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F. 4. 'DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN),
OR EQUIVALENT) .FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR, WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES)
BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO 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
Acawmomm mmcz W_
CONCENTRATION LEVELS,
5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS
SITE, AND SUBJECT TO LOCAL JURISDICTION. HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES
OTHERWISE SPECIFIED, THE BUILDING,
11, MINIMUM CORRIDOR WIDTH IS 44 INCHES. ABOVE THE FLOOR FOR SIDE APPROACH, RECEPTACLES ON WALLS SHALL BE MOUNTED
6', TIME MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY),
12. MINIMUM CORRIDOR FINISH IS 'CLASS A (GYPSUM). NO LESS THAN 15 INCHES ABOVE THE FLOOR, EXCEPTION: HEIGHT LIMITATIONS DO
SUBJECT TO LOCAL JURISDICTION APPROVAL.
13. NOTE THIS EXISTING STRUCTURE 1S BEING MOVED INTO' OR WITHIN A COUNTY OR MUNICIPALITY, NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE
8. TOILETS SHALL BE ELONGATED TYPE WITH NON-ABSORBENT OPEN FRONT SEATS, 8, STRUCTURAL' AND AESTHETIC INTERCONNECTIONS BETWEEN
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
MODULES (MULTI -UNITS ONLY),
AS IT IS STRUCTURALLY SOUND AND OCCUPIABLE FOR IT'S INTENDED USE, OCCUPANTS.
QUOTE
10. HOT WATER SUPPLY TO A FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED ON LEFT SIDE ABUILDINGLDINGA RE TO BE LOCATED IN ADJACENT BUILDING(S). SEE
5, WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH
OF FIXTURE,
NECLl I V fELECTRICALNOTES: N t E C N I F' PA 7 0
ALLOWABLE -
AUDIBLE AND VISUAL ALARMS, THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT,
10, DRAINAGE PIPING BELOW FLOOR JOIST LEVEL
INCH'
FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON
INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES
CORROSIVE PIPE OR TUBE,
FLOOR LOAD 50/100
BELOW CEILING, WHICHEVER IS LOWER,
12.SHOWERS(WHEN PROVIDED) BE CONTROLLED BY AN "APPROVED MIXING VALVE .WITH A
1. ALL CIRCUITS AND EQUIPMENT SHALL BEG ROUNDED IN ACCORDANCE WITH THE 6, DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie, LEVER -
INSTALLED BY OWNER/LEASE-HOLDER.
APPROPRIATE ARTICLES OF THE NATIONAL ELECTRIC CODE (N,E,C,). OPERATED, PUSH -TYPE, U -SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE
INTERIOR FINISH 1997 SBCCI SEC, 409,2.9 & CHAPTER 8
2, WHEN LIGHT FIXTURES .ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE THE FLOOR,
VALVES (NON HAND[ -CAPPED APPLICATIONS ONLY), MAXIMUM WATER TEMPERATURE IS 110 DEC.
MOUNTED OR RECESSED, ; INCANDESCENT FIXTURES SHALL HAVE COMPLETELY 7, FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT, CHANGES IN
ALL CORRIDORS AND CEILING FINISH ARE CLASS "A" GYPSUM
ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO
WITH .FLAME SPREAD 0--25, ANDSMOKE DEVELOPED 0-450
o
A- MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE GREATER THAN 1:2r CHANGES IN LEVEL GREATER THAN 0,5 INCH REQUIRE RAMPS,
M.D.S.
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
CARPET HAS A CRITICAL RADIENT FLUX OF 0,22 WATTS/SO. CM
N,E.C. 410-8(o), SPACES NO GREATER THAN 0,5 INCH WIDE IN ONE DIRECTION, DOORWAY THRESHOLDS
AS TESTED IN ACCORDANCE WITH NFiPA 253
3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL 13E PROVIDED WITH READILY HALL NOT EXCEED 0,5 INCH IN HEIGHT,
PAGE
ACCESSIBLE DISCONNECTS ADJACENT .TO THE WATER HEATER(S) SERVED. THE 8, ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT, THE MAXIMUM FORCE
rDS002733PER 1997 SBCCI VI B
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
M
AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS.
PRINT
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 A4AXIMUM.
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, 13E 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, I'HISICALLY 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` 1.Ei;. f01L;'s:T STALL DOORS SHALL BE THE SELF-CLOSING TYPE.
DUCT, .UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC19, e 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
PANS REVIEWED
CITY Of SANFORD
DATE ---- 05/17/2003 ___- PLAN NO--------MDS002733------- . ...
INSPECTED BY SAM ACOSTA '.,SHT',.j1:.,.'.
MODULAR BUILDING PLANS EXAMINER
FLORIDA CERTIFICATE NUMBER SMP -0000034 •SHT-43%,-,
BUILDING BUILT PRIOR TO MARCH 15T 2,002, AND WAS REINSPECTED, AND REMAINS UN MODIFIED.
LISTING AGENCY
APPROVAL.
APPRQVED . VENT CAP, '
A DIVISION OF
s, 4: HVAC.EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE
SCOTSMAN GROUP INC,
PROVIDING 20 CFM FOR EACH OCCUPANT, OR 50 CFM FOR EACH
THESE PRINTS COMPLY WITH THE
WATER CLOSET OR URINAL, WHICHEVER IS GREATER,
5. IN PRIVATE RESTROOMS CONTAINING ONE TOILET AND ONE LAVATORY,
FLORIDA MANUFACTURED BUILDING
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,
j J
6, IN ANY BATHROOM THAT DOES NOT CONTAIN BATHTUBS, AND/OR SHOWERS,
MECHANICAL .,EXHAUST MAY BE OMITTED WHEN NATURAL VENTILATION OR
AND ADHERE TO THE FOLLOWING
AN APPROVED RECIRCULATING AIR TREATMENT SYSTEM IS PROVIDED.
PLUMBING NOTES: SPC 1994. SITE -INSTALLED ITEMS:
y 1, CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES
3637 4TH STREET NORTH
DRINKING FOUNTAINS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE
CONST. TYPE VI
407 SPC 1994 EDITION, AND SECTION 415 OF THE FLORIDA ACCESSIBILITY CODE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED
PETERSBURG, FLORIDA 33704
FOR A COMPLETE INSTALLATION, ALL SITE RELATED ITEMS
2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL,
LICENSE #AR- 0005065
3. STORAGE -TYPE WATER HEATERS SHALL HAVE A SAFETY PAN WITH A 1 -INCH DRAIN TO
ALLOWABLE #
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, GENERAL2. 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). r
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 MANUFACTURERS CONDITITIONS AND LIMITATIONS INCLUDING CHLORINE PLUMBING SYSTEM.
Acawmomm mmcz W_
CONCENTRATION LEVELS,
5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS
5. '' ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO
MDS002733
OTHERWISE SPECIFIED, THE BUILDING,
FIRE RATING OF
6. DWV SHALL BE EITHER ABS OR PVC-DWV, 6', TIME MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY),
SYSTEM
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(5) (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 TOA MODULES (MULTI -UNITS ONLY),
MINIMUM HEIGHT OF 48" A.F,F. g, REQUIREDEO PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR
QUOTE
10. HOT WATER SUPPLY TO A FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED ON LEFT SIDE ABUILDINGLDINGA RE TO BE LOCATED IN ADJACENT BUILDING(S). SEE
OF FIXTURE,
ATLETTER,
ALLOWABLE -
11, WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INSIDE DIAMETER FOR GALVANIZED
10, DRAINAGE PIPING BELOW FLOOR JOIST LEVEL
INCH'
FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON
11FIRE ALARM SYSTEM (IF .APPLICABLE)
11, '
SPRINKLER SYSTEM (INSTALLED BY A LICENCED INSTALLER)
CORROSIVE PIPE OR TUBE,
FLOOR LOAD 50/100
12.SHOWERS(WHEN PROVIDED) BE CONTROLLED BY AN "APPROVED MIXING VALVE .WITH A 13, EMERGENCY LIGHTING IF REQUIRED PER LOCAL GOVERNMENT SHALL BE PROVIDED AND INSTALLED
SHALL
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 & CHAPTER 8THEFLOWOFHOTWATERTOAMAXIMUMOF0,5 GPM., OR BE EQUIPPED WITH SELF-CLOSING
MANUFACTURER PER DCA LETTER
VALVES (NON HAND[ -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
o
ALL INTERIOR WALL FINISH IS CLASS "C" PANELING
M.D.S.
WITH FLAME SPREAD 76-200, ANDSMOKE DEVELOPED 0-450
CARPET HAS A CRITICAL RADIENT FLUX OF 0,22 WATTS/SO. CM
AS TESTED IN ACCORDANCE WITH NFiPA 253
PANS REVIEWED
CITY Of SANFORD
DATE ---- 05/17/2003 ___- PLAN NO--------MDS002733------- . ...
INSPECTED BY SAM ACOSTA '.,SHT',.j1:.,.'.
MODULAR BUILDING PLANS EXAMINER
FLORIDA CERTIFICATE NUMBER SMP -0000034 •SHT-43%,-,
BUILDING BUILT PRIOR TO MARCH 15T 2,002, AND WAS REINSPECTED, AND REMAINS UN MODIFIED.
LISTING AGENCY
APPROVAL.
A DIVISION OF THE SCOTSMAN GROUP INC, THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING r / TSCOTSMANAACTOF1979CONSTRUCTIONCODESj J
AND ADHERE TO THE FOLLOWING
CRITERIA'J 0 , Z IAIK 3637 4TH STREET NORTH
CONST. TYPE VI SAINT PETERSBURG, FLORIDA 33704
OCCUPANCY B
t: ], R C H I T E C TARCHITECT LICENSE #AR- 0005065
ALLOWABLE #
OF FLOORS 1
WIND VELOCITY 110 Acawmomm mmcz W_ 2730 12TH STREET SOUTH
SAINT PETERSBURG, FLORIDA 33705
MDS002733
FIRE RATING OF LISTING AGENCY PHONE #727-898_6004
EXTERIOR WALLS 0
PLAN NO. MDS002733 DATE SCALE QUOTE SER, NO.
ALLOWABLE -
05/17/2003 -NTS- MDS002733
FLOOR LOAD 50/100
LAST INSPECTED 05/17/2003
MANUFACTURER PER DCA LETTER
oM.D.S. 123
PAGESIZECODETYPEUSECHECKEDerk[V.:',
rDS002733PER1997SBCCIVIBMDS M 1 OF 4PRINT
1
3 -TON HVAC INSTALLED PER
MFG'R, SPEC, W/10 KW HEAT
STRIP 1005 CFM 0 .5 IWC ESP
WITH FRESH AIR INTAKE
240V 1 0
c
c
CKT # 1A & 2A
14" X 28" R/A GRILLE THRU
F
ING AGENCY
PPROVAL
TS COMPLY WITH THE
NUFACTURED 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. MD5002733
ALLOWABLE
FLOOR LOAD 50/100
LAST INSPECTED 05/17/2003
MANUFACTURER_ PER DCA LETTER
M.D.S.
SYMBOLS:
DUPLEX RECEPT 0 16" AFF
DUPLEX RECEPT 0 42" AFF
RECEPT 220 VOLT
FLOOR RECEPTACLE
SWITCH
3
3 WAY SWITCH
122'-5j- 2'-5j'
12'-512'- 51/4" 7'-4 3/4"
Q THERMOSTAT
INCANDESCENT LIGHT 60W. MAX,
WATER PROOF PORCH LIGHT 60W, MAX.
W. P.WITH PHOTO CELL
FLUORESCENT FIXTURE 87,6 W, MAX,
RECESSED FLUORESCENT 87,6 W, MAX,
QJ JUNCTION BOX
43'-6 3/4" 36'-2"
0 100 CFM EXHAUST FAN
EXHAUST FAN WITH LIGHT
12'-5 1/4"
EMERGENCY LIGHT
50'-8 3/4"
QJ Q J BOX FOR MANUAL PULL STATION BELL
28'-0 3/4" 18'-8 3/4"
8"x8" SUPPLY AIR REGISTER
2'-8 3/4"
Z
I
1 HOUR FIRE RATED WALL
4627HS
PANEL KVA
4627HS 4627HS
ELECTRIC .SCHEDULE
4627HS.
NOMENCLATURE BREAKER
AMPS)
WIRE SIZ
CU. NM.
W/G
B' „zy
HVAC SIZED PER MFR. SPECS.
3 & 4 WATER HEATER 30A 2P 10-2
5-10 LIGHTS RECEPTS 20A 1P 12-2
r
52'-0" 46'-8"
ALL PORTABLE APPLIANCES, INCLUDING W/H, TO
HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC
PANEL,
6--9 1/2 32'-0" 26'-B" 21'-4" 10'-8" V-4"
Ica
T
50'-0" 30'-0" v 7'-4"
XI h
w
EXI
M
4627HS
3680I
36804627HS4627HS 4627HS
PL50'-8 3/4" 4 '-0 3/4"28-0 3/4" 21'-4 3/4"
W, P,
13'-4 3/4"
43'-6 3/4"
12'-5 1/4"
56'-0"
3 -TON HVAC INSTALLED PER
MFG'R, SPEC, W/10 KW HEAT
STRIP 1005 CFM 0 .5 IWC ESP
WITH FRESH AIR INTAKE
240V 1 0
c
c
CKT # 1A & 2A
14" X 28" R/A GRILLE THRU
F
ING AGENCY
PPROVAL
TS COMPLY WITH THE
NUFACTURED 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. MD5002733
ALLOWABLE
FLOOR LOAD 50/100
LAST INSPECTED 05/17/2003
MANUFACTURER_ PER DCA LETTER
M.D.S.
SYMBOLS:
DUPLEX RECEPT 0 16" AFF
DUPLEX RECEPT 0 42" AFF
RECEPT 220 VOLT
FLOOR RECEPTACLE
SWITCH
3
3 WAY SWITCH
PHONE JACK 0 16" AFF
FLOOR PHONE JACK
Q THERMOSTAT
INCANDESCENT LIGHT 60W. MAX,
WATER PROOF PORCH LIGHT 60W, MAX.
W. P.WITH PHOTO CELL
FLUORESCENT FIXTURE 87,6 W, MAX,
RECESSED FLUORESCENT 87,6 W, MAX,
QJ JUNCTION BOX
OJ JUNCTION BOX
0 100 CFM EXHAUST FAN
EXHAUST FAN WITH LIGHT
EMERGENCY LIGHT
QJ Q J BOX FOR MANUAL PULL STATION BELL
J P J BOX FOR MANUAL PULL STATION
8"x8" SUPPLY AIR REGISTER
Z 12"x12" RETURN AIR GRILLE
1 HOUR FIRE RATED WALL
PANEL KVA
GENERAL LIGHTING
0035 KW SF x 654 SF x 1,25
13 RECEPTS 0 180 VA/1000
EEMAX WATER HEATER 6,5
1 FANS 0 ,3 KW x 1,25
HVAC
OTHER
TOTAL 22.98 KW
TOTAL/240x1000 95.75
INSTALL 100 AMP PANEL 120/240V 10
2.86
2.34
6,5
38
10,9
ELECTRIC .SCHEDULE
CIRCUIT # NOMENCLATURE BREAKER
AMPS)
WIRE SIZ
CU. NM.
W/G
1 & 2 HVAC SIZED PER MFR. SPECS.
3 & 4 WATER HEATER 30A 2P 10-2
5-10 LIGHTS RECEPTS 20A 1P 12-2
ALL PORTABLE APPLIANCES, INCLUDING W/H, TO
HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC
PANEL,
O.•00.000•ppp0000.0000.•O.•.O.•.O•.000000•
Sa!!ia0•::•ii40•i•!•ii vo. !it Ob•.°Ooo.0000•.
P.ooO°i'.•..........0..•.4"i'..0i..000•.o•.o•O.> GROUP
JOHN A. BODZIAK3637 4TH STREET NORTH
PETERSBURG,SAINT ORD. 33704
LICENSE #AR -0005065
2730 12TH STREET r
PETERSBURG,SAINT FLORIDA r. 2733
LISTING AGENCY PHONE .rr
DATE • • - •
05/17/2003 r •.
SIZE CODE TYPE
6 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO BE
PROVIDED BY ROOF AND/OR
GABLE VENTS,
LISTED TRUSSES CSP 16" O.0 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"
3 1/2" _.
EXTERIOR WALL 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 TRUSSTOP 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,
RIM MEMBER 2x4 SPF #3 MIN.
30 GA. x 1-1/2" STEEL STRAP FROM
TRUSS TO WALL STUD 0 16" O.C. WITH
7-16 GA, X 1" STAPLES PER STRAP
SEE SHEET 1 FOR
END, (TYPICAL SIDEWALLS) INSTALL
DOUBLE STRAPPING AT EACH STUD FOR
FIRST 4' IN FROM EACH CORNER.
j7
SEE STRUCT PKG FOR FLOOR DECKING
2x4 SPF #2 WALL STUDS 016" O.C.
WINDOW HEADER, SEE
SPAN CHART FOR SPECS
TYP. WINDOW, SEE
SHEET #2 FOR SPECS
WALL INTERIOR FINISH, SEE
SHEET #1 FOR SPECS
TYP. WINDOW SILL
96"' WALL HEIGHT
R-11 KRAFTBACK
WALL INSULATION
2 x 4 SPF #2
BOTTOM PLATE
R- 7 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)
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 OX, MAX.
ZT11 P
2/12" MIN.
OPTIONAL TRUSS WITH SHINGLE ROOF
HEADER
2-2x4 SPF #
IF HEADER I`.
WITHIN 3' OF
ENDWALL USE
2-2x6 SPF #
DOOR FRAMING
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"
2"
r 7"
T
I I l 1/4" 12 GA. CROSSMEMBER. --I
TO BE LOCATED OPPOSITE 1-1/2"
CROSSMEMBER SECTION
OUTRIGGER AS SHOWN)
OUTRIGGER SECTION
FRAME DETAIL
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
46 1/2"
2-2x6 SPF #2)
X SILL PLATE
58 1/2" 2x4 SPF #2
LE STUDS
SPF #2
3" 0.C.
WINDOW FRAMING
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. MD5002733
ALLOWABLE
FLOOR LOAD 50/100
LAST INSPECTED 05/17/2003
MANUFACTURER PER DCA LETTER
M.D.S.
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)
GOOF SHEATHING DETAIL
SEE STRUCT. PKG. FOR SEE SHEET #2 FOR
DUCT SPECIFICATIONS, ROOF INSULATION
SEE SHEET 1 FOR
CEILING INT. FINISH
j7
SEE STRUCT PKG FOR FLOOR DECKING
AND FLOOR COVERING SPECS 48" TYPICAL
2x6 SPF #2 FLOOR JOISTS, SEE T&G JOINT
SHEET #2 FOR SIZE & SPACING (TYPICAL)
OPTIONAL TRUSS WITH SHINGLE ROOF
HEADER
2-2x4 SPF #
IF HEADER I`.
WITHIN 3' OF
ENDWALL USE
2-2x6 SPF #
DOOR FRAMING
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"
2"
r 7"
T
I I l 1/4" 12 GA. CROSSMEMBER. --I
TO BE LOCATED OPPOSITE 1-1/2"
CROSSMEMBER SECTION
OUTRIGGER AS SHOWN)
OUTRIGGER SECTION
FRAME DETAIL
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
46 1/2"
2-2x6 SPF #2)
X SILL PLATE
58 1/2" 2x4 SPF #2
LE STUDS
SPF #2
3" 0.C.
WINDOW FRAMING
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. MD5002733
ALLOWABLE
FLOOR LOAD 50/100
LAST INSPECTED 05/17/2003
MANUFACTURER PER DCA LETTER
M.D.S.
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)
GOOF SHEATHING DETAIL
56,-0"
8'-0" TYP,
w- - - S - - -•
F. T. F • T, F. T. F. T. F. T. F. T, F • T. F. T.
I
F. T.
L LFLA
I
I L L RII
I
I
I
I
I
I
ALd
a - F
FDI
W
W
r r r r
P.T. '2x8 SHIMS
II'I 11411! 11 I!!!
A
FDI 4 x8 x16 CAP BLOCK
F, T, F, T. F, T. F, T, F. T, F, T, F. T. F, T, F, T, 8"x8"x16" CMU'S
4"x16"x16" PAD
FOUNDATION NOTES:
1, TIE -DOWN STRAPS TO BE 1-1/4" X ,035 GALVANIZED STEEL FEDERAL SPECIFICATION
OOS-781-H TYPE -1 FINISH -B GRADE -1, TIE -DOWN STRAPS AND CONNECTING
HARDWARE TO HAVE 4,725/ MINIMUM ULTIMATE CAPACITY,
GROUND ANCHORS TO HAVE 3,150 LB, MINIMUM WORKING LOAD CAPACITY,
2, SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING.
3. ALL PIERS SHALL BE 8" X 8" X 16 MASONRY BLOCKS ON 4" X 16" X 16"
CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN,
4, MINIMUM SOIL BEARING CAPACITY IS 2,000.PSF, TO BE VERIFIED BY BUILDING'S OWNER,
5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC. ARE REMOVED FROM UNDER THE BUILDING, FOOTING
AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED,
6, WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE 1 -BEAM AND THE TOP
OF THE PIER, SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS,
AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P.T. LUMBER
AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
BEARING PRIOR TO ADDING THE SHIMS,
7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK,
CRIMP STRAP WITH A LISTED STRAP CRIMP
OR PRE MANUFACTURED FRAME CLIP
FRAME TIE -DOWN STRAP
MAY BE INSTALLED TOP
OR BOTTOM OF I -BEAM
16
ABS PAD OPTIONAL
IN LIEU OF
n
4x16 CONCRETE PAD
SECTION f \ - 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 5010 VALUES
1,000 LB SOIL 1500 LB SOIL
1,780 2,670 1 2,000 LB SOIL
3,560
2,500 LB SOIL
4,450
3,000 LB SOIL
5,340
REMARKS
MAX 5,340
NOTE: STRAP SPACING MAY VARY DUE TO SITE CONDITIONS
6'-8" MAX.
FRAME TIES ONLY, NO OVER ROOF
STRAPS REQUI RED. SEE DETAIL F- FD 1
FIRST STRAP FROM END WALLS NOT T0 EXCEED 3'- 4"
FIELD CONDITIONS WITH TIE DOWNS
GREATER THAN 34" SHALL REQUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 130 MPH.ASCE-7-98
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB,
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR APPROVAL
18" MIN. HEIGHT
34" MAX, HEIGHT
TO BOTTOM -
OF FLOOR JOIST
EXTERIOR SIDEWALL
FRAME TIE -DOWN STRAP
TIF DOWN. SIDEWALL iT
8"x16" CAP BLOCK
8"x8"x16"
CONCRETE MASONRY UNITS
4"x16"x16" PAD
OR-
2)-4"x8"x16" PADS
A PERIMETER PIER IN CORNERS AND ALONG I BEAMS
FDI
NOTE: 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
4"X16"X16" PAD
SECTION A -A
NOTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN
a
a
T
U
z
a
JW
WF_
V)
O
W
z
a
a.
x00
a.
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
Ln
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SCOTSMAN
JOH-N A. C0lllZ I AK_ 3637 4TH STREET NORTH
SAINT - - -FLORIDA,4
ARCHITECT LICENSE A' 0005065
12TH STREET SOUTHf
FLORIDA 33705 MDS002733
PHONELISTINGAGENCY .00•
SCALE QUOTE
I
1031.
SIZE •DPACE
PER PRINT 2001FBC V1 B MDS MD 733 4 OF