HomeMy WebLinkAbout3103 W 1ST ST 03-379 Plans Central Baptist Church6'I
PLAN - RAMP
SCALE: 4' = T'-6'
2X8 P.T HANDRAIL W/
EASED EDGES
16'4 METAL HANDRA (TOP 0 3r ABOW RAMP)
(W/ 1T CLEARANCE)
2X4 P.T.
04 P.T. POST BEYOND
2X2 P.T PICKETS 0 9D' O.C.
2X8 P.T. RAMP
SECTION
SCALE: r - V-4-
96
'd2X8 P.T. TOP RML W/ EASED
2�SIIELEVATION
DEE
IT?
EITHER
METAL (IF RAMP
EITHER SIRE OF RAMP
R4fP TO SLOPE MAX. 1:12 (1' OF RISE PER P -O OF LENGTH) - VERIFY HEIGHT OF LANDING ABOVE GRADE (f2e)
0_PLAN - RAMP MCKEE CONSTRUCTION
CENTRAL BAPTIST CHURCH
SCALE: NOTE[) I DRAWN M& L PHIPPS
PORTABLE CLASSROOMS
GENERAL NOTES: 2001 FBC, 2000 NFPA101 HANDICAPPED ACCESSIBILITY: ADA / ANSI A117.1 / FACBC
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
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 ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE
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
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
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.
4. FLOOR DESIGN LIVE LOAD -100 PSF CORRIDORS, LOBBY, 40 PSF ELSEWHERE 3, WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS
5. MAXIMUM WIND SPEED - 130 MPH ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE
6. SEISMIC PERFORMANCE CATAGORY-A SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE
7. OCCUPANCY IS EDUCATIONAL ACCESSIBLE (ie, TOUCH LATCHES, U-SHAPED PULLS); SPACES SHALL BE WITHIN 15
8. OCCUPANT LOAD IS BASED ON 1 PERSON PER 35 SQUARE FEET OF FLOOR AREA FOR EGRESS INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9
OCCUPANT LOAD IS BASED ON AVERAGE DAILY ATTENDANCE FOR PLUMBING FACILITIES INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES
9. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1,5 INCH x 30 GA, WITH RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM
(7)- Q WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES)
GA, x 7/16 INCH CROWN x 1 INCH PENETRATION STAPLES EACH END OF STRAP 4• CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO
(OR EQUIVALENT) FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR, HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES
10. PORTABLE FIRE EXTINGUISHER(S) PER N. F.P. A.-10 INSTALLED BY OTHERS ON ABOVE THE FLOOR FOR SIDE APPROACH, RECEPTACLES ON WALLS SHALL BE MOUNTED
SITE, AND SUBJECT TO LOCAL JURISDICTION, NO LESS THAN 15 INCHES ABOVE THE FLOOR, EXCEPTION: HEIGHT LIMITATIONS DO
11. MINIMUM CORRIDOR WIDTH IS 72 INCHES. NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE
12. MINIMUM CORRIDOR FINISH IS CLASS A (GYPSUM). ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING
OCCUPANTS,
ELECTRICAL NOTES: 1999 NEC 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.
1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE 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 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 AC7IVATE (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: 2OO1 FMC 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. Gr:AB 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 I 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 18i. TOILET STALL DOORS SHALL BE THE SELF-CLOSING TYPE.
DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC 191. 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 Refs
APPROVED VENT CAP,
v V�'�
4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE Z
PROVIDING 20CFM FOR EACH OCCUPANT, OR 50 CFM FOR EACH NQ`V Q `
WATER CLOSET OR URINAL, WHICHEVER IS GREATER. ZQOZ jvYg �Q__
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 IS PROVIDED.
PLUMBING NOTES: 2001 FPC SITE-INSTALLED ITEMS:
WE'D
RE IE'r06 a1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE
ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED t
DRINKING FOUNTAINS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION FOR A COMPLETE INSTALLATION, ALL SITE RELATED ITEMS By r ' �t-* Pn
407 SPC 1994 EDITION, AND SECTION 415 OF THE FLORIDA ACCESSIBILITY CODE ARE SUBJECT TO LOCAL JURISDICTION APPROVAL, pJ
2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES. Sanford ire Prevention Div.
3. STORAGE-TYPE WATER HEATERS SHALL HAVE A 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM.
Date
SHUT-OFF VALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE. 2, RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING.
3. PORTABLE FIRE EXTINGUISHER(S).
4. WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPUC, OR COPPER; WHEN POLYBUTYLENE 4, DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN),
SUPPLY LINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F. BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE
THE POLYBUTYLENE PIPE INSTALLER SHALL VERIFY THAT IT'S USE WILL BE RESTRICTED PLUMBING SYSTEM.
TO THE PRODUCT MANUFACTURER'S CONDITITIONS AND LIMITATIONS INCLUDING CHLORINE 5• ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO
CONCENTRATION LEVELS. THE BUILDING, 10/01/2002 MDS001890
5 WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS CFt( .CKD•
DATE_________________ PLAN NO_______________________ _
6. THE MAIN ELECTRICAL PANEL AND SUB-FEEDERS (MULTI-UNITS ONLY), APPROVED BY SAM ACOSTA
OTHERWISE SPECIFIED, 7• CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE . . . . • • . .. . .
6. DWV SYSTEM SHALL BE EITHER ABS OR PVC-DWV. MATING LINE(S) (MULTI-UNITS ONLY). ........�� ..
7, BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE-INSTALLED BY OTHERS, 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
�-�-
SUBJECT TO LOCAL JURISDICTION APPROVAL, MODULES (MULTI-UNITS ONLY), MODULAR BUILDING PLANS EXAMINER
FLORIDA CERTIFICATE NUMBER SMP-0000034, :l_,,_ SHT•,: 3:•;•:
8. TOILETS SHALL BE ELONGATED TYPE WITH NON-ABSORBENT OPEN FRONT SEATS. 9. REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR
9, RESTROOM WALLS SHALL BE COVERED WITH NON-ABSORBENT MATERIAL TO A BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE
MINIMUM HEIGHT OF 48" A•F.F, ATTATCHED LETTER,
10. HOT WATER SUPPLY TO A FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED ON LEFT SIDE 10, DRAINAGE PIPING BELOW FLOOR JOIST LEVEL
OF FIXTURE. 11. FIRE ALARM SYSTEM (IF APPLICABLE)
11• WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED 12. SPRINKLER SYSTEM (IF APPLICABLE) STRUCTURALLOAD LISTING AGENCY
FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON c
CORROSIVE PIPE OR TUBE. LIMI'T'ATIONS APPROVAL DESIGN SPACE INC
12, SHOWERS(WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A Q ROOF LIVE LOAD 30 PSF P.O. BOX 2008, DOUGLAS, GA. 31533
MAXIMUM WATER OUTLET TEMPERATURE OF 120 DEG. F. INTERIOR FINISH 2001 FBC CHAPTER B WIND LOAD THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
13. LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT
A. 130 MPH ACT
THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM., OR BE EQUIPPED WITH SELF-CLOSING ERE
A CONSTRUCTION CODES
VALVES (NON HANDI-CAPPED APPLICATIONS ONLY), MAXIMUM WATER TEMPERATURE IS 110 DEG. B. Iw = 1.0....••.•IMPORTANCE FACTOR AND ADHERE TO THE FOLLOWING
C. C•................•.WIND EXPOSURE CATEGORY CRITERIA: JOHN A� B O D Z IAK
�J [� 3637 4TH STREET NORTH
ALL CORRIDORS AND CEILING FINISH ARE CLASS "A" GYPSUM D. GCpi = 0.18.•,••,•• WIND EXPOSURE CATEGORY CONST. TYPE VI SAINT PETERSBURG, FLORIDA 33704
WITH FLAME SPREAD 0-25, ANDSMOKE DEVELOPED 0-450 E. Pw = 65.6 PSF...... WALL COMPONENT AND CLADDING LOAD OCCUPANCY E ARCHITECT LICENSE #AR-0005065
taw
F. Pr = 123.7 PSF ... .... ROOF COMPONENT CLADDING LOAD
ALL INTERIOR WALL FINISH IS CLASS "A" GYPSUM G. THIS BUILDING IS NOT DESIGNED TO BE LOCATED ON A HILL ALLOWABLE #
WITH FLAME SPREAD 0-25, ANDSMOKE DEVELOPED 0-450 OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT OF FLOORS 1 ky'
WIND VELOCITY 130 an"m m 2730 12TH STREET SOUTH IVT D'D 0 01 8 9 0
FIRE RATING OF SAINT PETERSBURG, FLORIDA 33705
CARPET HAS A CRITICAL RADIENT FLUX OF 0.22 WATTS/SO. CM LISTING AGENCY PHONE #727-898-6004
EXTERIOR WALLS 0 a
AS TESTED IN ACCORDANCE WITH NFiPA 253 PLAN NO. MDS001890 DATE SCALE QUOTE SER. NO. IT
ALLOWABLE 10/01/2002 -NTS- MDS001890
FLOOR LOAD 40/100
APPROVAL DATE 10/01/2002
MANUFACTURER PER DCA LETTER
10/01 /2002
SIZE CODE TYPE USE cmccno er REV. APPROVAL # PAGE
M.D.S. PER PRINT 2001 FBC VI E MDS MDS001890 1 OF 4
LISTED TRUSSES AT 24" O.C.
LISTED ROOF TRUSS DESIGN LOADS:
LIVE LOAD 20 PSF TOP CHORD
DEAD LOAD 6 PSF TOP CHORD
DEAD LOAD 4 PSF BOTTOM CHORD
RIM MEMBER 2x4 SPF #3 MIN.
30 GA, x 1-1/2" STEEL STRAP FROM
TRUSS TO WALL STUD @ 16" O.C, WITH
7-16 GA, X 1" STAPLES PER STRAP
END. (TYPICAL SIDEWALLS)
DOUBLE STRAPPING AT EACH STUD FOR
FIRST 4' IN FROM EACH CORNER.
TRUSSES THAT DO NOT FALL DIRECTLY
OVER WALL STUDS SHALL BE STRAPPED TO
TOP PLATE AND TOP PLATE SHALL BE
STRAPED TO NEAREST AJACENT WALL
STUD WITH EQUIVALENT STRAPPING
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
2x4SPF #2
BOTTOM PLATE
R-11 UNFACED
FLOOR INSULATION
30 GA. x 1-1/2" STEEL STRAP FROM WALL —/
STUD TO FLOOR JOIST AT OPENING STUDS /AND16" O.C. WITH 7- 16 GA, x 1" STAPLES PESTRAP END. (TYPICAL SIDEWALLS & ENDWA
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,
RIDGE BEAM
in
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 1/2" x 7/16" CROWN STAPLES,
ROOF COVERING OVER 3/8" PLYWOOD
RATED SHEATHING, MINIMUM EXP -1 24/0
OR OPTIONAL 7/16" ORIENTED STRAND
BOARD, EXP, 1, 24/16. SEE ROOF
SHEATHING DETAIL. —�
SEE STRUCTURAL PKG. FOR
DUCT SPECIFICATIONS.
DOUBLE TOP PLATE
2X4 SPF #2
2 LAYERS 3/4"x 18" TEC LAM
RIDGE BEAM BOTH UNITS
SEE SPAN CHART IN
APPROVED STRUCTURAL
PACKAGE
R- 19 KRAFTBACK
ROOF INSULATION
SEE STRUCTURAL PACKAGE FOR FLOOR DECKING
2x SPF #2 FLOOR JOISTS, SEE
7 2X6 @ 16" O.C„SEE SHEET #1 FOR 100# LOAD AREAS
M10x8.5 I -BEAM
amwAm
PER PLAN
SITE INSTALLED 3/8" X 5" LAG SCREWS
STAGGERED FROM SIDE TO SIDE
AT 16" O.C. MAXIMUM. LAG SCREWS
MUST PENETRATE 1" MINIMUM INTO
ADJACENT MODULE RIDGEBEAM OR
TRUSS.
FASTEN RIDGE BEAM TO EACH TRUSS
WITH NO LESS THAN 6-15 GA. STAPLES
WITH 1" PENETRATION INTO TRUSS KING
POST OR EQUIVALENT FASTENING.
48" TYPICAL
SITE INSTALLED 3/8"x3" LAG SCREWS
STAGGERED FROM SIDE TO SIDE
AT 48" O.C. MAX. LAG SCREWS
MUST PENETRATE 1" MINIMUM INTO
ADJACENT MODULE RIM JOIST,
6.4 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO BE
PROVIDED BY ROOF AND/OR
GABLE VENTS.
INSTALL FIRE BLOCKING AT CEILING LINE
T&G JOINT
(TYPICAL)
20
LISTED TRUSSES @ 24" O.C. MAX.
LISTED ROOF TRUSS DESIGN LOADS:
LIVE LOAD 20 PFS TOP CHORD
DEAD LOAD 6 PSF TOP CHORD
DEAD LOAD 4 PSF BOTTOM CHORD
3
RIM MEMBER 2x4 SPF #3 MIN.
EXTERIOR WALL FINISH: T-1-11
ROOF COVERING OVER 3/8" PLYWOOD
RATEDED SHEATHING. MINIMUM EXP -1 20/0
OR OPTIONAL 7/16" ORIENATED STRAND
BOARD, EXP, 1, 24/16. SEE ROOF 24"
SHEATHING DETAIL.
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, 12" O.C. FIELD.
DOOR FRAMING WINDOW FRAMING
HEADERS
2-2x4 SPF #2
PLATE
SPF #2
'LE STUDS
SPF #2
5" 0. C.
II GENERAL CROSS SECTION NOTES II DESIGN CRITERIA II
1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH
ASTM A36, YIELD STRENGTH = 35 KSI, AND COMPLY WITH AISC
2, ALL LAG SCREWS MUST COMPLY WITH ASTM A307,
3. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING
LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS.
2001 FBC
FLOOR LOAD 40 PSF LL
FLOOR LOAD 10 PSF DL
WIND LOAD 130 MPH ASCE-7-98
ROOF: 20 PSF LL
ROOF 10 PSF DL
SEE SPEC. SHEET #1 FOR —/
DUCT SPECIFICATIONS.
SEE SHEET #1 FOR
CEILING INT. FINISH
ROOF INSULATION
ALT TRUSS WITH SHINGLE ROOF
CROSSMEMBER SECTION
INSTALL DIAPHRAM BLOCKING WITH 15 GA
X 7/16"CROWN WITH 2" LEG
4" O.C. IN BOUNDRIES, AND 6" OX. AT PLYWOOD EDGES
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
E
ALLOWABLE #
OF FLOORS
1
WIND VELOCITY
130 ASCE-7-98
FIRE RATING OF
EXTERIOR WALLS
0
PLAN N0,
MDS001890
ALLOWABLE
FLOOR LOAD
40/100
APPROVAL DATE
10/01/2002
MANUFACTURER
PER DCA LETTER
D.S.
t
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"
r
J 7"
II
12 GA. CROSSMEMBER.
—M l�•--
(TO BE LOCATED OPPOSITE
1-1/2"
OUTRIGGER AS SHOWN)
OUTRIGGER SECTION
FRAME DETAIL
J
J
3
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STAGGER JOINTS 48" O,C,
ENDWALL
3/8" RATED SHEATHING, PLYWOOD TO BE
FASTENED TO TRUSSES WITH 0-21 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
DESIGN SPACE INC.
P.O. BOX 2008, DOUGLAS, GA. 31533
JOHN A . B O D Z IAK 3637 4TH STREET NORTH
C II
AR - I A C 1 SAINT PETERSBURG, FLORIDA 33704
BATCH ##96903352
M.D.S. 2730 12TH STREET SOUTH
LISTING AGENCY7
SAINT PETERSBURG, FLORIDA 33705
PHONE #813-898-6004
DATE 10/01/2002 I -NTS �E IOUOTE DS001890 I SER. N0.
SIZE CODE TYPE USE CHECKED er
PER PRINT 2001 FBC VI E MDS
MDS001890
'1010112002
REV. APPROVAL # PAGE
. MDS001890 3 OF 4
P.T. 2x8 SHIMS
4"x8"x16" CAP BLOCK
8"x8"x16" CMU'S
4"x16"x16" PAD
16"
SECTION A- A
P.T. 2x8 SHIMS
4"x8"x16" CAP BLOCK
8"x8"x16" CMU'S
I 4"x8"x16" PADS
32" / STAGGERED AS SHOWN
MAY OMIT WHEN INSTALLED OVER CONCRETE OR ASPHALT.
c�r^Tlnl�l R -R
60'-0"
TYP. GROUND
ANCHOR
24" MIN, 24" MIN.
32" MAX, -7r32" MAX.
16"
SECTION C- C
1
TYP,
OUTRIGGER
TYP.
OUTRIGGER
TYP, HURRICANE
TYP, HURRICANE STRAP
STRAP
TYP. GROUND
ANCHOR TYP, GROUND
ANCHOR
SECTION D- D
ISOLATED PIER TIE -DOWN AT MATELINE
7'-6" TYP.
8'-0" MAX.
F.T. F.T.
F. F.T.
F.T. I
F, T. F, T. — —
_ — i — --i— — — ---i — —
I
I , - - , LM7j AL JA
;Lj
L.
LTJ ��
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45- 4"
ui
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—— LL'�L I '� I
—I B
l— J B
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w
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F.T. F.T. F. T.
F. T.
F. T. F — — — — —
F.T.
TION NOTES:
;TRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION
TYPE -1 FINISH -B GRADE -1. TIE -DOWN STRAPS AND CONNECTING
TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY.
HORS TO HAVE 3,150# MINIMUM WORKING LOAD CAPACITY.
FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING,
SHALL BE 8" X 8" X 16" MASONRY BLOCKS ON 4" X 16" X 16"
DADS, EXCEPT AS OTHERWISE NOTED ON FOUNDmr ATION
R PLAN.
RNiu WING'S OWNER.
I
F.T.
24" MIN,
32" MAX,
END
HEADER
NDWALL PIER TIE -DOWN AT MATELINE
P.T. 2x8 SHIMS
"x16" CAP BLOCK
8"x8"x16" CMU'S
VA
4"x16"x16" PAD
16"
�FrTInN A- A
CRIMP STRAP WITH A LISTED STRAP CRIMP
OR J -HOOK WRAPED AROUND I -BEAM
�-- FRAME TIE -DOWN STRAP
MAY BE INSTALLED ABOVE
OR BELOW I -BEAM
ABS PAD OPTIONAL
IN LIEU OF
4x16 CONCRETE PAD
MODEL # SPA 264-1 OR 4148-5
[`AC["TV nein kAn7nR VFHICI FS CHAPTER 15C-1,0103
VLr rviL,�, vi ,.,v ..... .... .. - --
MAX PIER LOADS IN POUNDS BASED ON S010 VALUES
1,000 LB SOIL
1500 LB SOIL
2,000 LB SOIL
2,500 LB SOIL
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 ONLY, NO OVER ROOF
STRAPS REQUIRED.SEE DETAIL F-FD1
FIRST STRAP FROM END WALLS NOT TO EXCEED 3P -41P
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, BE TWE EN THE I -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 OR CEDAR.
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,
NOTE -
OVERALL WIDTH DIMENSION IS NOMINAL AND
IS BASED ON UNIT WIDTH x NUMBER OF UNITS.
ACTUAL OVERALL WIDTH MAY INCREASE DUE TO
SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE
TO REMOVE CLOSE-UP MATERIAL, AND / OR
OTHER FACTORS THAT ARE BEYOND THE
CONTROL OF BUILDING MANUFACTURER
FIELD CONDITIONS WITH DRY STACK PIERS
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 FLA, LISTING AND CHAPTER 16 OF THE 1997 SBCCI.
18" MIN, HEIGHT
34" MAX. HEIGHT
TO BOTTOM OF -
FLOOR JOIST
EXTERIOR SIDEWALL
CHASSIS TIE -DOWN STRAP
TIE DOWN, SIDEWALL (TYP.
4"x16"x16" PAD
- OR -
(2)-4"x8"x16" PADS
A",.R",.1 R" CAP RI.00K
8"x8"x16"
CONCRETE MASONRY UNITS
PERIMETER PIER IN CORNERS AND ALONG I BEAM
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
8"x8"x16"
CONCRETE MASONRY I
4"x8"x16" CAP BLOCK
�l W ISOLATED PIERS
STAGGER 4%8"x16" 0 MATELINE
CONCRETE UNITS
AS SHOWN
MAY OMIT WHEN INSTALLED OVER CONCRETE OR ASPHALT.
f-"\ HFAVY I nAn PIER AT MATE LINE
NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16", AND 4" X 16" X 16" UNITS
O
2
U
Z
Q
= FRAME TIES
w
F. T. FASTENED TO N
GROUND ANCHOR o
Z
a
low
F
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
DESIGN SPACE INC.
P.O. BOX 2008, DOUGLAS, GA, 31533
N
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0
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JOHN A. B O D Z IAK 3637 4TH STREET NORTH
SAINT PETERSBURG, FLORIDA 33704
ARCHITECT BATCH #96903352
M.D.S. 2730 12TH STREET SOUTH MDS 0 01890
SAINT PETERSBURG, FLORIDA 33705
LISTING AGENCY PHONE #813-898-6004
DATE SCALE QUOTE SER, NO.
10/01/2 -NTS- MDS001890__
10%01/2002
SIZE CODE TYPE USEKED er REV. APPROVAL # PAGE
PER PRINT 2001FBC VI ALLCHECMDS MDS00189C 4 OF 4
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