808 E 2nd St - BC04-002401 (MODULAR BLDG) (A)PERMIT ADDRESS
CONTRACTOR A\
ADDRESS R�
PHONE NUMBER
PROPERTY OWNER
ADDRESS � �--�r�,,,.9 0-�
PHONE NUMBER ~
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR —
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
ftim
SUBDIVISION
PERMIT # CJ�� - 0 �- \01 DATE
PERMIT DESCRIPTION � ,Kk) \JL—"l`(" ,
PERMIT VALUATION C CSC
SQUARE FOOTAGE ?A
9
1 � '�► � l ZSof Ery C„a.YYS S�oE..,TE �
��q.' Z.Z.' _e%' .�, 17`--A
4e> a
M M
5 ��-
I ------ Wx0L�
j It o'
1 i ;
r a�
O /
zI
NI R R 1
PANEL SCHEDULE "A"
CIRCUIT
NUMBER
WIRE
SIZE
BREAKER
DESCRIPTION
TRIP
POLE
1
12
20
1
LIGHTS, PORCH, EXIT
2/4
6
60
2
HVAC
3
12
20
1
e.,F�a., Fi�G aPTs
5
12
20
12:-
�-'' Q..K-rs
1^r �-•�o R G H
6
12
20
1
` `'wrs,
E "ev.a..
7
12
20
1
L- ` a~'s'
8
12
20
1
GI Cr 4lrAI rAl rill ATIONC. "A"
SO. FT. ® 3.5wpsf x 1.25/1000
4,54kw
1 HVAC HEAT MAXIMUM
10.50 kw
RECS. 0 180 V.A.
I.r22 kw
WATER HEATER
kw
2 VENT FANS300watts ea. x 1.25)/1000
1 .75 kw
1
TOTAL 1
17 410 1 WATTS 240 VOLTS-
72.54 om s
1 (1) 1U0 AMP PANLL I
PANEL SCHEDULE "B"
CIRCUIT
NUMBER
MARE
SIZE
BREAKER
DESCRIPTION
,TRIP
POLE
1
12
2D
1
C G.. F. G. 1.) ii @c.fav-r
\Vo-rE t Goo..6R.
2/4
6
60
2
HVAC
3
12
20.
1
L. , C. ..Ts, a x, -r
5
12
20
1
LIGHTS, RECEPTS
6
12
20
1
LIGHTS, RECEPTS
7
12
20
1
WATEIR HEATER
8
12
20
1
9
12
20
1
1 LIGHTS, ,RECEPTS
1) MAIN DISCONNECT IS SITE INSTALLED BY OTHERS.
2) WARES TO BE FASTENED 4- O.C. 12' FROM METAL BOX AND
8' FROM NON-METAL BOXES.
3) RECESSED LIGHTS SHALL BE INSTALLED PER SECTION 410-64
OF THE NATIONAL ELECTRICAL CODE.
4) ELECTRICAL WIRES INSTALLED WITHIN 6- OF ATTIC ACCESS SHALL
BE INSTALLED PER SECTION 333-12 OF THE NEC.
5) ALL ELECTRICAL EQUIPMENT TO BE UL LISTED OR TESTED BY AN
INDEPENDENT LABORATORY IN COMPLIANCE WITH UL STANDARDS.
6) PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING
OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN
COMPLIANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT.
7) THE MAIN ELECTRICAL PANEL.FEEDERS.AND RACEWAYS ARE DESIGNED BY OTHERS_
SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL
8) ALL CIRCUITS 20AMP/12-2MARE WITH (MOUND UNLESS NOTED OTHERWISE.
9) SERVICE DISCONNECT MEANS TO BE SITE INSTALLED BY A FIELD ELECTRICIAN.
GI CrTDIrAI rAl Pill ATIfWq "R"
1038-691 SQ. FT. ® 3.5wpsf x 1.25/1000
4.54 kw
1 HVAC HEAT MAXIMUM
10.50 kw
15 RECS. O 180 V.A.
2.7 kw
I WATER HEATER
1.5 kw
VENT FANS 300watts e—m x 1.2-571000
kw
TOTAL
19.24
I401 -WATTS/240 VOLTS-
_ es
(1) IUU AMP PANLL I
Wire Not
Finallnsp. 149
THE USE OF THIS BUILDING WITHOUT , kC
THE REQUIRED PLUMBING FACILITIES (�
IS SUBJECT TO LOCAL JURISDICTION ,�
APPROVAL.
1/\ r
IN WIND-BORNE DEBRIS REGIONS. EXCEPT FOR IMPACT RESISTANT GLAZING.
STORM PROTECTION WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR THE
GLAZING OPENINGS WITH THE ATTACHMENT HARDWARE IN ACCORDANCE WITH
TABLE 1606.1.4 OF THE FLORIDA BUILDING CODE. THE STORM PROTECTION
PANELS ARE TO BE PROVIDED BY THE INSTALLATION CONTRACTOR. WIND-BORNE
DEBRIS REGIONS ARE AREAS WHERE THE BASIC WIND SPEED EQUALS OR EXCEEDS
120 MPH OR AREAS WITHIN ONE MILE OF THE COASTAL MEAN HIGH WATER
UNE WHERE THE BASIC WIND SPEED IS 110 MPH OR GREATER.
WINDOWS AND DOORS MUST BE CERTIFIED FOR COMPLIANCE WITH THE WAND
DESIGN PRESSURE FOR COMPONENTS AND CLADDING,
SITE INSTALLED ITEMS (WHEN APPLICABLE)
SUBJECT TO LOCAL APPROVAL
FOUNDATION
HANDICAP ACCESS RAMPS
STEPS
LANDINGS
RAILINGS
SKIRTING (WITH ACCESS AND VENTS)
DRINKING WATER FACILITIES
SERVICE SINK
INTERIOR WALLS
EXIT SIGNS (SHIPPED LOOSE)
EXTERIOR LIGHTS (SHIPPED LOOSE)
HEADERS
PLUMBING HOOKUP (SUPPLY AND WASTE)
VENT STACKI��ggEHHXTENSIONS (SHIPPED LOOSE)
FbOO
ULV MFODULE CONNECTIONS
(INCLUDES ALL ITEMS SHIPPED LOOSE)
IMPACT RESISTANT GLAZING
OR PROTECTIVE COVERINGS
HVAC, ELECT. 81 FLS. PLAN
°- TYPE VI CONSTRUCTION(UNPROTECTED)
BUSINESS OCCUPANCY
OCCUPANT LOAD ...... (21 OR LESS)
DESIGN LOADS:
FLOOR LIVE LOAD .......... 50psf
CORRIDOR LOAD .......... 100psf
FLOOR DEAD LOADS........10psf
ROOF LIVE LOAD ...... :.... 30psf
ROOF DEAD LOAD ......... 10psf
Gcpi = 0.18
Pw = 38.0 psf (C&C wall load
Pr = 63.6 psf (C&C roof load
(130 MPH) DESIGN WIND SPEED
WIND IMPORTANCE FACTOR (1) - 1.0
WIND EXPOSURE CATEGORY "B"
ENCLOSED BUILDING
FIRE SAFETY PLAN REVIEW AND INSPECTION
IS RESERVED FOR THE LOCAL FIRE AUTHORITY
HAVING JURISDICTION.
F*—
1 Foo a... --P--GQ
Tvo
/ Wvve.H
c,o7-v-&E,¢..
st- s o C. 's
SEE. Pt Io.pC7
F Ex OuG r "rc
Roup -.o Cao. -v. INiut..
`® Quer I,y Gac.se.To
GENERAL NOTES ---- -
1) LEVER HANDLE CONTROL SHALL BE PROVIDED AT LAVATORIES. 110' F
MAXIMUM WATER TEMP. INSULATE ALL EXPOSED PIPES UNDER LAVATORIES.
2) TOILETS PROVIDED ARE ELONGATED WATER SAVER(1.5 GAL)
CADET WITH NON ABSORBENT OPEN FRONT SEAT.
3) HANDICAP ACCESS REQUIREMENTS (RAMPS,RAILINGS,LANDINGS,ETC.) TO BE
PROVIDED AND INSTALLED ON SITE BY OTHERS. .
4) REST ROOM WALLS TO BE COVERED WITH NON ABSORBENT MATERIAL.
REST ROOM FLOORS TO BE COVERED WITH WATER RESISTANT MATERIAL.
5) HALL/EXIT ACCESS WALL COVERING TO BE CLASS "A" MATERIAL MINIMUM.
6 LEVER HANDLES ARE PROVIDED ON ALL DOORS.
7) ALL ITEMS REQUIRED UNDER PART I.II-28 CFR 36 TO BE PROVIDED ON SITE BY
OWNER OCCUPANT.
8) DRINKING WATER FACILITIES TO BE PROVIDED AND INSTALLED ON SITE BY OTHERS.
9) ALL INTERIOR DOORS (EXCEPT BATH, IF APPLICABLE) ARE UNDERCUT
ONE INCH FOR RETURN AIR.
10) ALL SURFACES IN PLENUM CAVITY AND BETWEEN RETURN AIR GRILLS TO
BE LINED WITH CLASS "A" MATERIAL.
11) IMPACT RESISTANT GLAZING OR PROTECTIVE COVERINGS SHALL BE SITE INSTALLED BY OTHERS
SUBJECT TO LOCAL JURISDICTION PER SECTION 2410.2 OF THE FLORIDA BUILDING CODE.
SCALE: 1/4' = 1'-0"
kRM. N0. y1 SHEET: 1 OF 2
I Li
[] [] [] []
REAR
I'
i
I [] C] C] []
I
FRONT
ELEVATIONS 1/8';=l -0
I
L
2x4 TOP PLATE
2x4 BOTTOM PLATE
TYPICAL WALL FRAMING N.T.S.
12 PLUMBING VENT
2 PIT MINIMUM 6" THRU
ROOF IF APPLICABLE \
25,218 `
CALCULATED MONO TRUSS
8"-36" AT 16' D.C.
2x ROOF RAIL -
#2 SPF OR BETTER
HARDI- PANEL
EXTERIOR SIDING
R-11 INSULATION .►
SIDEWALL BRACING:
THERMOPLY ON ENDS & 25'-0" O.C.
FROM TOP PLATE TO BOTTOM PLATE.
(NOT REQUIRED IF 5/8" T-111 IS USED)'
ENDWALL BRACING:
1/8" STRUCTURAL RED THERMOPLY 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"x4" LUMBER
#2 S.P.F. OR BETTER.
FASTENED WITH 16GA x 1" x 1.25" STAPLES 3"0.C.
EDGES AND 6"O.C. IN THE FIELD.
FLOOR TO STUD STRAPPING
1.50"02%30go. GALVANIZED
STRAP AT 16" O.C. MAXIMUM —
040 ASPHALT BOTTOM BOARD
.035 GALVANIZED STRAP -
OVER ROOF TRUSS
R-19KF INSULATION
1/2" VINYL CLAD GYPSUM
(CLASS "A") THRU-OUT
'x4 STUDS
;16" O.C.)
MAX. HEADER SPAN TABLE
S.P.F.#2 D.F.= 1.15
UNIT
WIDTH
HEADER LL=30
DL=16
101-0112-2X4
54.2"
2-2X4 W/PLW 56.3"
1'-8"
2-2X4 50.1"
2-2X4 W/PLW 52.1"
3'-8"
2-2X4 46.4"
2-2X4 W PLW 48.2"
3'-8"
2-2X6 68,2"
2-2X6 W/PL 69.3"
SEE CHART
SEE CHART
COPPERoEXTEND
SEE CHART -
EXTEND THIN
noat TO
2" TO
t
ao
)�
IAANUFACTURER TILc4m
in
ORM PIN
PLAN NUMBER
x
a
Do
i
•
,
'
WATER HEATER DIAGRAM �r•�
31'r NO
WITH (2) FULL STUDS
PAT -4N DRMN PAN
UNDO WATER HATE
(24V MY. WAP
(1) SKIRT, SKIRT VENTILATION, & ACCESS TO BE
J
W.C.
AND (1) JACK STUD
III
lOv.
(2) ALL GLASS IN DOORS & WITHIN 24" OF
�C•r
DOORS IS SAFETY GLAZED.
(3) HANDICAP ACCESS REQUIREMENTS TO BE
W.C. C v.1 3•'
_
2x4 BOTTOM PLATE
TYPICAL WALL FRAMING N.T.S.
12 PLUMBING VENT
2 PIT MINIMUM 6" THRU
ROOF IF APPLICABLE \
25,218 `
CALCULATED MONO TRUSS
8"-36" AT 16' D.C.
2x ROOF RAIL -
#2 SPF OR BETTER
HARDI- PANEL
EXTERIOR SIDING
R-11 INSULATION .►
SIDEWALL BRACING:
THERMOPLY ON ENDS & 25'-0" O.C.
FROM TOP PLATE TO BOTTOM PLATE.
(NOT REQUIRED IF 5/8" T-111 IS USED)'
ENDWALL BRACING:
1/8" STRUCTURAL RED THERMOPLY 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"x4" LUMBER
#2 S.P.F. OR BETTER.
FASTENED WITH 16GA x 1" x 1.25" STAPLES 3"0.C.
EDGES AND 6"O.C. IN THE FIELD.
FLOOR TO STUD STRAPPING
1.50"02%30go. GALVANIZED
STRAP AT 16" O.C. MAXIMUM —
040 ASPHALT BOTTOM BOARD
.035 GALVANIZED STRAP -
OVER ROOF TRUSS
R-19KF INSULATION
1/2" VINYL CLAD GYPSUM
(CLASS "A") THRU-OUT
'x4 STUDS
;16" O.C.)
MAX. HEADER SPAN TABLE
S.P.F.#2 D.F.= 1.15
UNIT
WIDTH
HEADER LL=30
DL=16
101-0112-2X4
54.2"
2-2X4 W/PLW 56.3"
1'-8"
2-2X4 50.1"
2-2X4 W/PLW 52.1"
3'-8"
2-2X4 46.4"
2-2X4 W PLW 48.2"
3'-8"
2-2X6 68,2"
2-2X6 W/PL 69.3"
ATTIC VENTILATION REQUIRED TO BE 1/300
OF TOTAL ROOF AREA MINIMUM.
6.92 SQ. FT. REQO.
30ga. GALVANIZED FLASHING
CAP SCREWED AND PUTTIED
J L' I IiQI �� I R.A. DUCTI ) ,
,
1/2" TEXTURED GYPSUM
CEILING BOARD (CLASS "A")
FLOOR SPAN
TONGUE & GROOVE
VINYL TILE OR 23/32* PLYWOOD
COMMERCIAL CARPET FLOOR DECKING
R-11 INSULATION
2'x6' JOISTS 016" O.C. #2 SPF OR BETTER
I BEAM 0 z")
CROSSMEM13ERS 048"o.c.
(ASTMA-50)
(TYP.) CROSS SECTION
1/2"='f'—O"
96"
LEFT
RIGHT
RIDGE BEAM FOR EACH DBL. 1.75" MICRO -LAM
SANDWICH HEADER, (2)2"x4" STUDS
(2) 1.75"x12"HIGH #2 SPF OR BETTER SHALL BE INSTALLED
MICRO -LAM HEADER TOP PLATE FOR HEADER SUPPORT ON BOTH SIDES
OF THE SPAN. BOTH SIDES OF THE SPAN SHALL ALSO
HAVE 2-2x4 SPF #2 FULL LENGTH STUDS WITH EACH STUD
FASTENED TO HEADER w/ 3-16d NAILS. STUDS MAY BE SITE
INSTALLED.
WALL STUD A FLOOR JOIST SHALL BE INSTALLED DIRECTLY UNDER EACH
REQUIRED JACK STUD. (EACH SIDE OF HEADER)
UPLIFT AND ANCHORAGE
INSTALL (2) TIE DOWN STRAPS(500# CAPACITY)FROM RIDGE BEAM
TO EACH 1.75" THICKNESS OF HEADER(TYP. BOTH SIDES)
INSTALL EQUIVALENT STRAP FROM HEADER TO JACK STUD.
INSTALL`1- 3/8"x6" LAG SCREW FROM BOTH SIDES OF EACH JACK
STUD IN FLOOR JOIST BELOW. INSTALL LAG SCREW AT 30 DEGREE
BOTTOM PLATE ANGLE FROM JACK STUD AND STARTING APPROX. 2" ABOVE
THE END -OF THE STUD. PRE -DRILL ALL HOLES w/ .25" DIA. BIT.
FLOOR DECKING ALL MATERIAL MAY BE SITE INSTALLED.
FLOOR JOIST
SITE INSTALLED HEADER NTS
SHINGLE ROOF"/Ie FELT
�— 5/8" PLYWOOD ROOF DECKING
w/ 8d NAILS
(2) LAYERS, STRUCT 1, 23/32" PLYWOOD
5 PLY, 5 LAYER, 1/6 VENEER 24 TALL
arr-aP rut[
l�
CRITERIA
CONST. TYPE •/ i
P.O. BOX 1079 3110 N. H WY. 19
ry
;mwmmw--,,H.
•
QFF'S ET
it
WIND VELOCITY !', Z _WH
EHxr RATING OF
HRs
. I
ALLOWOF
COPPERoEXTEND
SUBMITTAL: 2763
EXTEND THIN
noat TO
2" TO
DRAWN BY: DRS DATE: 4 20 04
)�
IAANUFACTURER TILc4m
OUTSOL
ORM PIN
PLAN NUMBER
SCALE: NOTED
i
•
DPM cm
WATER HEATER DIAGRAM �r•�
31'r NO
PAT -4N DRMN PAN
UNDO WATER HATE
(24V MY. WAP
(1) SKIRT, SKIRT VENTILATION, & ACCESS TO BE
J
W.C.
PROVIDED & INSTALLED BY OWNER ON SITE.
lOv.
(2) ALL GLASS IN DOORS & WITHIN 24" OF
�C•r
DOORS IS SAFETY GLAZED.
(3) HANDICAP ACCESS REQUIREMENTS TO BE
W.C. C v.1 3•'
_
PROVIDED & INSTALLED BY OWNER ON SITE.
IN'fQ O,�.o6.
(4) FOUNDATION ENCLOSURES(WHEN PROVIDED)
W MT. rRL M
MUST HAVE 1 SQUARE FOOT NET VENT AREA
!4" NAX Www wvm
PER 150 SQ.FT. OF THE FLOOR AREA.
DRAIN PAN DETAIL N.T.S.
(5) AN 18"x24" MINIMUM CRAWL SPACE ACCESS
TO BE SITE INSTALLED BY OTHERS.
RIDGE BEAM FOR EACH DBL. 1.75" MICRO -LAM
SANDWICH HEADER, (2)2"x4" STUDS
(2) 1.75"x12"HIGH #2 SPF OR BETTER SHALL BE INSTALLED
MICRO -LAM HEADER TOP PLATE FOR HEADER SUPPORT ON BOTH SIDES
OF THE SPAN. BOTH SIDES OF THE SPAN SHALL ALSO
HAVE 2-2x4 SPF #2 FULL LENGTH STUDS WITH EACH STUD
FASTENED TO HEADER w/ 3-16d NAILS. STUDS MAY BE SITE
INSTALLED.
WALL STUD A FLOOR JOIST SHALL BE INSTALLED DIRECTLY UNDER EACH
REQUIRED JACK STUD. (EACH SIDE OF HEADER)
UPLIFT AND ANCHORAGE
INSTALL (2) TIE DOWN STRAPS(500# CAPACITY)FROM RIDGE BEAM
TO EACH 1.75" THICKNESS OF HEADER(TYP. BOTH SIDES)
INSTALL EQUIVALENT STRAP FROM HEADER TO JACK STUD.
INSTALL`1- 3/8"x6" LAG SCREW FROM BOTH SIDES OF EACH JACK
STUD IN FLOOR JOIST BELOW. INSTALL LAG SCREW AT 30 DEGREE
BOTTOM PLATE ANGLE FROM JACK STUD AND STARTING APPROX. 2" ABOVE
THE END -OF THE STUD. PRE -DRILL ALL HOLES w/ .25" DIA. BIT.
FLOOR DECKING ALL MATERIAL MAY BE SITE INSTALLED.
FLOOR JOIST
SITE INSTALLED HEADER NTS
SHINGLE ROOF"/Ie FELT
�— 5/8" PLYWOOD ROOF DECKING
w/ 8d NAILS
(2) LAYERS, STRUCT 1, 23/32" PLYWOOD
5 PLY, 5 LAYER, 1/6 VENEER 24 TALL
d.t.
TYP)COMPRESSION STRIP LAV
w•C.
(PLYWOOD OR O.S.B.) LAV I i W.U.%z^ J
3/a I 3 -Tv o P f I
l� ..
ROOF TO STUD STRAPPING LAV. I r•- 3•
1.50"xl2*x3Ogc. GALVANIZED LAu , UR. I
STRAP AT 16" O.C. MAXIMUM 3
/e I. I W. I
2"x4" TOP PLATE D F I �'r- mop sink
#2 SPF OR BETTER I I 3
l4" -rs nP
0
7/16" OSB BELT RAIL N z"...
i
� D.W. V.
R-11 INSULATION / MOP SINK
i
i
< \ I r yZ
v-- 2"0" STUDS AT 16" O.C. \ N, I I -INLET DWV NOTES
I/2 SPF OR BETTER I 1) PIPING SHALL BE PVC SCHEDULE 40
2) ALL JOINTS SHALL BE MADE WITH FITTING EITHER SOLVENT WELDED OR THREADED
ACCORDING TO APPROVED METHODS.
-o-- 7/16" OSB BELT RAIL J SUPPLY N. -r s. 3 VERTICAL PIPING SHALL BE SUPPORTED AT BASE, MIDDLE, AND TOP.
I„ Lo. o To ,v.� -rr.�• 4) HORIZONTAL PIPING SHALL BE SUPPORTED MINIMUM 48-O.C. AND AT EACH CHANGE
SUPPLY LINE NOTES OF DIRECTION.
1) ALL SUPPLY LINES TO BE CPVC EXCEPT WHERE NOTED OTHERWISE. 5) ALL P -TRAP EXTENSION ARMS OVER 36" MIN. MUST BE SUPPORTED AT BASE AND
2 ALL JOINTS TO BE BY MANUFACTURER APPROVED METHODS. AS CLOSE TO P -TRAP AS POSSIBLE.
d ELECTRICAL DADO 3 ALL FITTINGS TO BE PLASTIC, CHROME, BRASS, OR OTHER APPROVED MATERIAL. 6) PIPING 2.50" AND BELOW TO HAVE .25" FALL IN DIRECTION OF FLOW.
4 ALL SUPPLY LINES TO HAVE APPROVED SHUTOFF VALVES. 73 PIPING 3.00" AND ABOVE TO HAVE .125" FALL IN DIRECTION OF FLOW.
5 LINES TO BE SUPPORTED VERTICALLY MAXIMUM 48'O.C. 8 ALL VENTS THRU ROOF MUST PENETRATE ROOF COVERING A MIN. OF 6" AND
6 LINES TO BE SUPPORTED HORIZONTALLY MAXIMUM 32"O.C. MUST BE PROPERLY FLASHED.
7 ALL PIPING BELOW FLOOR NOT CONCEALED IN FLOOR CAVITY TO BE INSULATED 9) FLASHING TO BE LEAD, COPPER, ALUMINUM, PLASTIC, OR NEOPRENE OF AN APPROVED
2"x4" BOTTOM PLATE WITH MIN. R-4. TYPE.
#2 SPF OR BETTER 8) INTERCONNECTION OF SEPARATE WATER HEATERS TO BE DONE ON SITE BY LICENSED 10)ALL PIPING BELOW FLOOR NOT CONCEALED IN FLOOR CAVITY TO BE INSULATED NTH
PLUMBER AND SUBJECT TO LOCAL CODE JURISDICTION. R-4 OR BETTER.
-�--- OUTRIGGERS 048"o.c. 1_I..aI"li''gC; ACaE�1CY E1Pf"r1CiVAL
(ASTMA-36) w
rr� •i
rrui CM Y T
FLORIDAMANUFACTUI'rD BUILDING ACT qF CONSTRUCTION CQDE
AND ADHERE TO THE FOLLOWING
l�
CRITERIA
CONST. TYPE •/ i
P.O. BOX 1079 3110 N. H WY. 19
3•
•
QFF'S ET
ELLAVILLE,GA 31806 (229)937-2581
WIND VELOCITY !', Z _WH
EHxr RATING OF
HRs
. I
ALLOWOF
o �b��
SUBMITTAL: 2763
FLOORS
DRAWN BY: DRS DATE: 4 20 04
)�
IAANUFACTURER TILc4m
PLAN NUMBER
SCALE: NOTED
i
z
SH EET: 2 OF 2
j
J
W.C.
z
lOv.
l
�C•r
W.C. C v.1 3•'
_
IN'fQ O,�.o6.
lar.
o„� �VT2.6ff®ar
IUV.
z `-►
Iav.
J
.
w.c.
1.
3"
d.t.
TYP)COMPRESSION STRIP LAV
w•C.
(PLYWOOD OR O.S.B.) LAV I i W.U.%z^ J
3/a I 3 -Tv o P f I
l� ..
ROOF TO STUD STRAPPING LAV. I r•- 3•
1.50"xl2*x3Ogc. GALVANIZED LAu , UR. I
STRAP AT 16" O.C. MAXIMUM 3
/e I. I W. I
2"x4" TOP PLATE D F I �'r- mop sink
#2 SPF OR BETTER I I 3
l4" -rs nP
0
7/16" OSB BELT RAIL N z"...
i
� D.W. V.
R-11 INSULATION / MOP SINK
i
i
< \ I r yZ
v-- 2"0" STUDS AT 16" O.C. \ N, I I -INLET DWV NOTES
I/2 SPF OR BETTER I 1) PIPING SHALL BE PVC SCHEDULE 40
2) ALL JOINTS SHALL BE MADE WITH FITTING EITHER SOLVENT WELDED OR THREADED
ACCORDING TO APPROVED METHODS.
-o-- 7/16" OSB BELT RAIL J SUPPLY N. -r s. 3 VERTICAL PIPING SHALL BE SUPPORTED AT BASE, MIDDLE, AND TOP.
I„ Lo. o To ,v.� -rr.�• 4) HORIZONTAL PIPING SHALL BE SUPPORTED MINIMUM 48-O.C. AND AT EACH CHANGE
SUPPLY LINE NOTES OF DIRECTION.
1) ALL SUPPLY LINES TO BE CPVC EXCEPT WHERE NOTED OTHERWISE. 5) ALL P -TRAP EXTENSION ARMS OVER 36" MIN. MUST BE SUPPORTED AT BASE AND
2 ALL JOINTS TO BE BY MANUFACTURER APPROVED METHODS. AS CLOSE TO P -TRAP AS POSSIBLE.
d ELECTRICAL DADO 3 ALL FITTINGS TO BE PLASTIC, CHROME, BRASS, OR OTHER APPROVED MATERIAL. 6) PIPING 2.50" AND BELOW TO HAVE .25" FALL IN DIRECTION OF FLOW.
4 ALL SUPPLY LINES TO HAVE APPROVED SHUTOFF VALVES. 73 PIPING 3.00" AND ABOVE TO HAVE .125" FALL IN DIRECTION OF FLOW.
5 LINES TO BE SUPPORTED VERTICALLY MAXIMUM 48'O.C. 8 ALL VENTS THRU ROOF MUST PENETRATE ROOF COVERING A MIN. OF 6" AND
6 LINES TO BE SUPPORTED HORIZONTALLY MAXIMUM 32"O.C. MUST BE PROPERLY FLASHED.
7 ALL PIPING BELOW FLOOR NOT CONCEALED IN FLOOR CAVITY TO BE INSULATED 9) FLASHING TO BE LEAD, COPPER, ALUMINUM, PLASTIC, OR NEOPRENE OF AN APPROVED
2"x4" BOTTOM PLATE WITH MIN. R-4. TYPE.
#2 SPF OR BETTER 8) INTERCONNECTION OF SEPARATE WATER HEATERS TO BE DONE ON SITE BY LICENSED 10)ALL PIPING BELOW FLOOR NOT CONCEALED IN FLOOR CAVITY TO BE INSULATED NTH
PLUMBER AND SUBJECT TO LOCAL CODE JURISDICTION. R-4 OR BETTER.
-�--- OUTRIGGERS 048"o.c. 1_I..aI"li''gC; ACaE�1CY E1Pf"r1CiVAL
(ASTMA-36) w
rr� •i
rrui CM Y T
FLORIDAMANUFACTUI'rD BUILDING ACT qF CONSTRUCTION CQDE
AND ADHERE TO THE FOLLOWING
T&R CINC.
CRITERIA
CONST. TYPE •/ i
P.O. BOX 1079 3110 N. H WY. 19
OCCUPANCY
FLOOR LL 5n PSF
ELLAVILLE,GA 31806 (229)937-2581
WIND VELOCITY !', Z _WH
EHxr RATING OF
HRs
. I
ALLOWOF
o �b��
SUBMITTAL: 2763
FLOORS
DRAWN BY: DRS DATE: 4 20 04
IAANUFACTURER TILc4m
PLAN NUMBER
SCALE: NOTED
i
APPROVAL DATE 4 11
R A 0 Q 0
SH EET: 2 OF 2
`
� -
�
...
/
,
CRIMP STRAP WITH A LISTED STRAP Cnwp
OR PRE MANUFACTURED CONNECTOR450
FRAME TIE—DOWN STRAP
�
NArIONA.4 PRINTPAST NO. 186A wx�v~~~
'
FIELD CONDITIONS vNTh DRY STACK PIERS
GREATER THAN 34" SHALL REQUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 110 MPH.
ALL TI[ DO"N 'ANCHORS SHALL HAVE MINIMUM 4725,L8.
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR APPROVAL AND CHAPFER lD OF THE . .
�
NOTE -
OVERALL YND-H DIMENSION IS NOMINAL AND �
IS BASED ON UNIT WIDTH x NUMBER OF UNITS,
ACTUAL OVERALL WIDTH MAY INCREASE DUE 'TO �
SITE COND|TI0NS, WATER/AL TOLERANCES, FAILURE �
' TO REMOVE CLOSE -LIP MATERIAL, AND / OR /
OTHER FACTCRS THAT ARE BEYOND 'THE '
CQN7ROL OF BUILDING MANUFACTURER
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t=
=4
TYP. GROUND
ANCHOR
O.TYP.
OUTRIGGER
TY,. HURRICANE
STRAP
TYo. GROUND
ANCHOR
,
24^ MIN,
TYP
END
� Om/x/oyEw
HEADER
'
P,[ 2x8 SHIMS
STRAP
TYP. GROUND
4"x8"x16"
CAP BLOCK
Y,��.
,Nf 2'4BcowL
-
{�[-��7-|�\�] /\ _-
SECTION |L�|� ��
`
�
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'OTE:S7RAP SPACING MAY VARY DUE FO �51TE CONDITIONS
FRAME TIES ONLY, NO OVER ROOF
STRAPS REQUIRED. SEE DETAIL F -FD/
FIRST STRAP FROM END WALLS NOT TO EXCEED J-4"
FOUNDATION N�T��'
/ ����/v��r�|/\/|v /v\/|�-./.
5.
IT WILL BE THE BUILDING O�JNER. S RESPONSIBILITY
l. TIE -DOWN STRAPS TO BE 1-1/4" X �O�5 GALVANIZED STEEL FEDERAL SPECIFICATION
�
TO INSURE THAT ALL GRASS, LOOSE DEBRIS, [TC. ARE REMOVED FROM UNDER THE
8U|LD(NC'(FO0�NG)
'
0QS-781-H TYPE -1 FINISH -B GRADE -1. TIE -DOWN STRAPS AND CONNECTING
AND THAT THE GROUND |3 LEVELED TO WITHIN 6^ AND FIRMLY COMPACTED.
'
HARDWARE TO HAVE 4.725# M|N|NVW ULTIMATE CAPACITY.
5.
WOOD SHIMS MAY BE INSTALLED WHEN NECE33AR`C8ETW[EN THE |-BEAM AND THE
TOP
LIS [ED ANCHORS TO HAVE 3.150# MINIMUM WORKING LOAD CAPACITY.
'
OF THE P|ER, SHIMS SHALL BE FREE OF KNOTS, CHECK3, SPUTS,
2 S[[ ABOV[ FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING.
AND SIMILAR IMPERFECTIONS, SH/MS SHALL BE OF P.T. LUMBER
� '' " '' '' '' "
l ALL 'PIERS SHALL 8E 8 x 8 x |O W��0wR� BLOCKS ON 4 � 15 X 16
AND B[AR|nC �T ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
'
CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN.
BEARING PRIOR TO ADDING THE SHIMS,
+ 4. W|N|W0M SOIL BEARING CAPACITY IS 2000 P3F, TO BE VERIFIED BY BUILDING'S OWNER.
7.
NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK.
� -
�
...
/
,
CRIMP STRAP WITH A LISTED STRAP Cnwp
OR PRE MANUFACTURED CONNECTOR450
FRAME TIE—DOWN STRAP
�
NArIONA.4 PRINTPAST NO. 186A wx�v~~~
'
FIELD CONDITIONS vNTh DRY STACK PIERS
GREATER THAN 34" SHALL REQUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 110 MPH.
ALL TI[ DO"N 'ANCHORS SHALL HAVE MINIMUM 4725,L8.
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR APPROVAL AND CHAPFER lD OF THE . .
�
NOTE -
OVERALL YND-H DIMENSION IS NOMINAL AND �
IS BASED ON UNIT WIDTH x NUMBER OF UNITS,
ACTUAL OVERALL WIDTH MAY INCREASE DUE 'TO �
SITE COND|TI0NS, WATER/AL TOLERANCES, FAILURE �
' TO REMOVE CLOSE -LIP MATERIAL, AND / OR /
OTHER FACTCRS THAT ARE BEYOND 'THE '
CQN7ROL OF BUILDING MANUFACTURER
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TYP. GROUND
ANCHOR
O.TYP.
OUTRIGGER
TY,. HURRICANE
STRAP
TYo. GROUND
ANCHOR
,
24^ MIN,
TYP
END
� Om/x/oyEw
HEADER
TYP, HURRICANE'
STRAP
TYP. GROUND
ANCHOR
�
SECTION L-LCE/T|JkC-C
�
`
'PIER TIE -DOWN AT N� �
|N�� `
' . | .14
' |
`x
�
~~ �
)^ |
�~
° .[\
�~ U�
***
OVERTURNINGAND S1M|NG
m'~w /"=u x:~u^ | ��
-~-~-E�7EP|0R �D[w�LL pu m }
'VARIABL[S **
BUILDING WIDII-I BIN -121
/ OVERHANG LENGTH~~~Lt'~ --
noor ocAo LomO xo,~/v PSF
nAnrn 5 TIE -DOWN STRAP �"" °"'� `,^~ ~' -~ 'um" """" "^" -'~pcz[!
/ ! ' -
34MAX. .HEIGHT CH�SS" WALL "~~..
T0BOTTOM OFINCLUDES IRU,.;S HEAL AND FLOOR
FLOOR JOIST ^ ' � |
�� !
MAxDuuumoLEmom uc '" u �
pmw, m/ uE^m
cmposonr xx/puvv, = C
WIND SPEED IN MPH V:-110
VOLOCITY PRESSURE, KZ: -0,13
GUST RESPONSE FACTOR CH: -1.32
' ~** Cucrrmu,/� ~~~
m/uv~L "^p~'"=
WINDWARD_ --- ` �
WINDWARD ROOF WRCp; =0.9
TIE DOWN, SIDEWALL (TYP. LEEWARD ROOF LRCp: -03
LEEWARO WAL.I.-C:p:=0.5
OVERHANG O(.,p:.--O-8 ^
DISTANCE FROM vvm""^ CENTERLINE .. /
","".""..~. POINT~A: =9.011..
DISTANCE FROM TURNING POINT TO TIE_ _WN /
S/"^r,m^ =~'"" " � !
TIE DOWN SfRAP WORKING CAPACIfY:=FTD=3150 lb.
4%8"y,16" CAP BLOCK c oown sDEGREES
xx^p awv oxvunv TA: -45 ` ^
NO, OF VERTICAL. /xxps AT ux,EuwE =^ v '
`~^'~^ `^`~^' STRAPPING--WORKING`VERTICAL
---
CAPA
----- � |
*** RESULTS
.~..~.-.^ MASONRY UNITS WIN_- PRESSURE `:--_ '- (IV)sqLj
AD cq
p.
WINDWARD ROOF px on WRCp +
LEEWARIJ noor I -n on Ln;v + oCo LR:=1,17 LEEWARD WALL LW:=GH LWCp -°
�24
rrT�w ��� ��'�wt�^��"�x�, 66
='�"""" "`""'""^ ^~' -~` ' �
' *** ()W-RTURN\@G
on= (w� +no wp wx (WH us> ' |
� m�
vg=K ((Vs < 2).o,vs)
A PERIMETER PIER IN nw --In + Ln WP �
BIN ow r"p�
ALONG I BEAMS 0Tv = �o np --- ^ + --- --- - ----
-ERS AND u * u * �
O
- DI
vID voi (NM - 1) «
OTvs:~----________________
ou `
110T[: PN] WAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8.x|6" PADS AS SHOWNF3 w OL�
0Too= + x + WP o�W0H + �- - x + -- WP OLLUH �
|r 2__
\
_ �
^
4^x[[x][r^ CAP BLOCK ur&~ k0 + FDA [3W x + WD Vm 2 «
om + oTv+or'oh - .-mom - mvs
/
CONCRETE MASONRYUN|TS
--- VL-. 382.e5 pir
' ' !
�^h YU:~l��� < in �F)xj vEnxCxLL0AD |
--` -'-- '. wUi= J02.25pLF
v=�k.co
*** 5L|D|NG ***
»l 'A t5 w w. DOWNWARD REACTION: �
rm(|wo u0u[wrS AT WINDWARD |-O[x�-
|�0LxTED PIERS ,
5rxG0[R 4"x8"06" �� WAT[UM[ mw mw o� e« �
CONCRETE UNITS. � 0D I. nlU- OT - LR�p--[A+ --|-*nWp --|« --| '
*
- - -- - � ^ | z [_ �]
AS �HOWN ' ~
\ � _---------------_-_--_---_---_-------_--_--_-~
HEAVY LOAD PIER AT MATE LINE Dn:~ /x(nn < o nr).o ,Lr un un|= u PLF
DR2: ~ /KAu / o pLr . VL . o pLr onu~o PLF
\ NOT[� CONCRETE UNIT'S MAY' BE A COMBINATION OF 4^ X O" X 15", AND 4^ X 16" X 15" UNITS ' ~ »n/ + nnc on�~ u mF
.
un4:~ /1(1( ox3 < o nF),o pu, . nno ux«~ u pLr
� 'xl_:~(Ww '` mO np wx - ux un^ nu~*o.e^ ru`
' xuI:- if(( HL,< `o ra) .tu p�p. HL)
'
HORIZONTAL Lnx0 |xI:~«c\.n* pLF
` .
--
*** STRMP SPACING ***
' - *�o ~ � |
' i
1T'AWN
uco~--------
`\ounAo
X sTnm" vcnnoxL nxpxmr/ /
FRAME kJ� T|���
/ |�rx/v/�- / /�-`� -7.
vC:=FT0 �o(Txw DEG) VC= %22�J8 |b
. -co
STRAP HOR|ZVNTA� CAPACITY
F. [^ FASTENED l-/
HC'~FT0 c" -,(Tx DEG) HC= e227.30 |h `
'
GROUND AK/Ll[F
~ wc
~._j ss,:.- ---- ss" ~ o.m o |
VL/ |
. . ' . �
nc
i
ash:~ ---- snh ~ n.V/ u
xu
=^~" '
ANCHOR TO B[ INSTALLED IN ACCORDANCE WITH IT,S LISTING
' *** MAXIMUM DOWN SPACING' w*
AND T|E-DOWN ENGINEERING TEST REPORT PROPOSAL #30 xo~o.o/ « `
THE ULTIMATE CAPACITY IS 5,10U# PER ANCHOR > 4.725# 0K ^
OF �HNSrS |
| � |
pLAtAS
REVIEWED
CITE' OF SANFORD
v1 }
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pLAtAS
REVIEWED
CITE' OF SANFORD
v1 }
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