HomeMy WebLinkAboutLetter - Information RequestedPO Box 1067; 14915 US Hwy 27 South - Lake Wales, Ff. 33859-1067
Tel. (863) 638-1294 - Fax (863) 638-2648
Brian Warrington
7505 Santa Rosa Pkwy.
Ft. Pierce, FI. 34951
7-10-2017
Dear Mr. Warrington:
17o5'-01& 9
ST. LCCTr r0?-NTY RLZLD:!N'G DIVISION
pmE,NVED FOR CONI LIA ' E
3;i:.�'IENVED BY
DXrE
PLANS AND pr,_ � MUST BE KEPT ON JOB
OR N:0 INSPECTION WILL BE MADE -
You have requested information to obtain a local building permit for a 10x20
Classic model. This building was manufactured 7-14-1997 and delivered to an
independent dealer in Stuart, FI. This building was manufactured to the Standard
Building Code that was in effect at that time.
I have included a raised seal drawing that would be relevant to a building
manufactured during that time period. I have also included a copy of Section 102.7 of the
2010 and 2014 FI. Building code, which explabq§4W%xisting buildings built under the
old SBC code are "grandfathered i " A�I.PRO EC(10NS
lNEg� P1� As jC ANy CC EC�ORS THA
If your local buildima �t 5ormation concerning this building,
he can visit the Manufac��vp�fsrf under www.floridabuilding.org.
COMply W1iH
`EOF�,S�ENEPS
as
C� t►REtHS�S C�ppE �E
Yours tr CONt�,
Lewis Hartley
Robin Builders, Inc.
koup
t`
SCOPE AND ADMINISTRATION
2, However, the exemptions under subparagraph 1 do
not apply to single-family residences that are located
in mapped flood hazard areas, as defined in the code,
unless the enforcement district or local enforcement
agency has determined that the work, which is other
wise exempt, does not constitute a substantial
improvement, including the repair of substantial
damage, of such single-family residences.
3. Each code exemption, as defined in sub -subpara-
graphs' la, lb, and 16 shall be certified to the local .
board 10 days prior to implementation and shall only .
be effective :in the territorial.: jurisdiction of the.
-enforcement :district 'or ,local .enforcement agency
implementing it..
102.2.6 This section does not apply to swings and other
playground- equipment accessory to a one- or t:vo-family
dwelling. .
Exception: Electrical service to such playground equip-
ment shall be in accordance with Chapter 27 of this code.
102.3 Application of references. References to chapter or sec-
tion. numbers, or to provisions not specifically identified. by
number, shall be construed to refer to�such chapter, section or
provision of this code,
102.4 Referenced codes and standards. The codes and stan-
dards referenced in this code shall be considered part of the
requirements of this code to the prescribed extent of each such
reference. Where differences occur between provisions of this
code and referenced codes and standards, the provisions of this
code shall apply.
102.5 Partial invalidity. Reserved.
102.E Existing structures. The legal occupancy of any struc-
ture existing on the date of adoption of this code shall be. per-
mitted to continue without change, except as is specifically
covered in this code, orrthe.Florida Fire Prevention -Code, or as
is' deemed necessaryby-the building. official 'for the general
safety and welfare of the occupants and the•public..
162.7 Relocation of manufactured buildings.
I. Relocation of an existing manufactured building does
not constitute an alteration.
?. A relocated building shall comply with wind speed
requirements of the new location, using the appropriate.
wind speed map: If the existing building was manufac-
tured in compliance with the Standard Building Code
(prior to March 1, 2002), the wind speed map of the Stan-
dard Building Code shall be applicable. If the existing
building was manufactured in ,compliance with the
Fldridd Building Code (after March 1, 2002) the wind
speed map of the Florida Building Code shall be applica-
ble.
.3. - A relocated building shall comply with -the flood hazard
area requirements of the new location, if applicable.
102.8 Existing mechanical equipment. An agency or local
government may not require that existing mechanical equip-
ment on the surface of a roof be installed in compliance with the
requirements of the Florida Building Code until the equipment
is required to be removed or replaced.
PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103
DEPARTMENT OF BUILDING SAFETY
RESERVED
SECTION 104
DUTIES AND POWERS OF BUILDING. OFFICIAL
104.1 General. Reserved:
104.2.Ap.plications and permits. Reserved. .
104.3 Notices and orders. Reserved.
104.4 Inspections. Reserved.
104.5 Identification. Reserved.
104.6 Right of entry. Reserved.
104.7 Department records. Reserved.
104:8 Liability. Reserved.
104.9 Approved materials and equipment. Materials, equip-
ment and devices approved by the. building official shall be
constructed and installed in accordance with such approval.
104.9.1 Used materials and equipment. The use of used
materials which meet the requirements of this code for new
materials is permitted. Used equipment -and devices shall
not be reused unless approved by the building official.
104.10 Modifications.. Reserved.
104.11 Alternative materials, design and methods of con-
struction and. equipment. The provisions of this code are not
intended, to prevent the installation of any material or to pro=
hibit any design or method of construction not specifically pre-
scribed by this code, provided that any such alternative has
been approved. An alternative material., design or method of
,construction shall be approved where the building official finds
that the proposed design is satisfactory and complies with the
intent of the .provisions of this code, and that the material,
method or work offered is, for the purpose intended, at least the
equivalent of that prescribed in this code in quality, strength,
effectiveness, fire resistance, durability and safety. When alter-
nate life safety systems are designed, the SFPE Engineering
Guide to Performance -Based Fire Protection Analysis and
Design of Buildings, or other methods approved by the build-
ing official may be used. The building official shall require that
sufficient evidence or proof be submitted to substantiate any
claim made regarding the alternative.
104.11.1 Research reports. Supporting data, where neces-
sary to assist in the approval of materials or assemblies not
specifically provided. for in.this code, shall consist of valid
research reports from approved sources.
104.11-2 Tests. Whenever there is insufficient evidence of
compliance with. the provisions of this code, or evidence*
.
that a material or method does novonfortx� tF e��yyequire-
ments of this code, or i� 'er o st st nta�ate c��'aims for .
alternative materials or i ee s e �� q ` u l gffikial shall
have the authority require uire t as evidence of.compliance
9
to be made at no expense to the jurisdiction. Test. methods
2010 FLORIDA BUILDING CODE — BUILDING 1.3
ROBIN BUILDERS, INC.
LAKE WALES, FLOR/DA
GENERAL
1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE '97 STANDARD
BUILDING CODE WITH ALL REVISIONS TO CHAPTER 1606 FOR 115 MPH WIND VELOCITY
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND
ALL OTHER APPLICABLE CODES.
3. BUI ING CLASSIFIED AS RESIDENTIAL LAWN STORAGE/LIGHT COMMERCIAL STORAGE.
50%125 PSF FLOOR LOAD. NOT FOR HABITATION. -
4. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
5. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN, BUT MEMBER
SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
6, ALL LUMBER TO BE #2 SYPKD
7. ALL WOOD WITHIN 6" OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED
TO .40 RETENTION FACTOR IN ACCORDANCE WITH AWPB—LP-22.
B. TRU55 DESIGNED TO SUPPORT D.L. + L.L. = 35 PSF.
9. ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 8-209,
32,000 MINIMUM YIELD STRENGTH.
10. USE A8 X 3/4" TYPE A SHEET METAL SCREW FOR ALL gPNECTIONS BETWEEN
ALUMI UM LA SIDING AND FRAME. USE &8 X 1 WITH 1�2 ALUM. BACK NEOPRENE
`. WASHER ATTACHED ON CONNECTIONS BETWEEN RDOF AN FRAME.
j SPACING AS FOLLOWS:
ROOF — PERIPHERAL MEMBERS 8" OC
'^— ROOF — INTERIOR MEMBERS 8" OC
SIDING — 4 OC FIELD ; 12' OC BOTTOM PERIMETER.
11. DOOR SHALL BE 2 1/4" X 11/16" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM
PANEL INSERT. ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH
ALUMINUM RIVITS. DOOR ATTACHED TO VERTICAL 2X4. OPTIONAL DOORS INCLUDE
DOUBLE ALUMINUM DOORS GARAGE DOORS, AND PREHUNG STEEL DOORS. TYPE,
SIZE, QUANTITY AND LOCATION MAY VARY.
D
N.QTES
12. ALL WIRE SHALL BE ##12 THHN SOLID COPPER WITH GROUND. WIRING
PROTECTED PER NEC 1993 ED. FIXTURE LOCATIONS & TYPE MAY VARY.
13. ALUMINUM WINDOWS — TYPE, SIZE QUANTITY AND LOCATION MAY VARY.
14. OPTIONAL EXTERIOq WALL, -COVERINGS II%NPIUDE CORRUGATED ALUMINUM
WITH-ENERGYU130ACE BACKER M& hIIjLEKO" STUCCO ONS5�8G DENSE GLb14_,5 ' '
GOLD. ROOF -COVERINGS INCLUDE ALUMINUM OR SHINGLE ROOF OVER 5/8
PLYWOOD WITH 2 LAYERS .OF 15 LB. FELT.
15. USE 7/16":X 1 3/4" 16, GA. STAPLE FOR ALL CONNECTIONS BETWEEN WOOD
SIDING/ROOF AND FRAME.
16. 1X4 SYPKD T" FLOORING SURFACED STAPLED WITH 7/16" X 1 3/4" 16 GA.
STAPLES Q 4' _ OC, OR PLYWOOD FLOORING STAPLE 6" .00C EDGE / 10" OC FIELD
17. FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S
RESPONSIBILITY TO CHECK -,WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC'
NENSOFTISIBUILDING.THPRCSEUSSTLCONCTIOSTHEURARASUMEAL
RESPONSIBILITY FOR COMPLIANCE WITH LOCAL, COUNTY OR MUNICIPAL CODE
REQUIREMENTS, FOR THIS STRUCTURE.
a
Do
090
Q M
O 00
v
itJ O
Z`.i
ROBIN BUILDERS, INC.
PO BOX 1067
1,8186 F WALES FL 3385
3 638-�294
RUFFY
CLASSIC
AMERICANA
RCA 96
412-3-99 1 of 4
NOTE: ADDITIONAL SKID PLACED UNDER
WIDE OUTSIDE
WALL ON 1T 9"
VARIES TO 50, O"
PT 2X4 FLOOR JOISTS 24" OC
10' - 14' WIDE UNITS
PT 2X6 FLOOR JOISTS 24" OCTYP I C A L FLOOR FRAMING
N.T.S.
1X4 T&G FLOORING OR 518" SF PLYWOOD
k' 2X4 (6) PT FLOOR JOIST
26 GA. GALV. ANGLE PLA
6- 3' X .120 NAILS PER F
x
2X4 PT HEADER
PT DOUBLE 2X6 SKIDS
NOTE: DOUBLE 2X6 SKIDS DADOED 1.25" DEEP l
FLOOR JOISTS. (4) 3" X .120 NAILS AT EAC
CONNECTION.
FLOOR DETAIL DA
N.T.S.
VARIES, TO 13' 9"
FLOOR JOISTS AT 24' OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD
FLOOR LOADING.
UNIT WIDTH 6' 8' 10, 12' 13' 9'
FLOOR JOIST 2X4 2X4 2X6 2X6 2X6
'A' 16' 18' 18' 28.5' 40.5'
.B. 40' 60' 84' 84' 84,
FOR 125 PSF FLOOR LOAD, 16- OC OR 24- OC FLOOR JOISTS CAN
WET
HSA CENTONG KIA
ERSKID ANDEAN (EXTRA ISKIDVIS PLACED UNDER EACH
OUTSIDE WALL.
I =5 -
a w
m
ul to
N m
U
I
O
a
N 1
co
O
J
lr ~
Q
00
Q
kl
M
3.>
U
OMB
Y
iO
O¢
Ja
R
=�
t m
as
w�N
_ 10
NW�
A
vi
a
o
}
z
-roo
U U
J
Z
=1a
�
IA
U O
4 3
ROBIN BUILDERS, INC.
PO BOX 1067
LME WALES FL. 33853
(863) 638-&4
RUFFY
CLASSIC
AMERICANA
�« RCA 96
2-3-99 2 01 4
ff
. ,q• ..'I
12 20 GA. 2.5" X 4" MITEK CONNECTOR PLATES
(4) 3" X .120 NAILS PER DOUBLE 5 F EACH SIDE OF JOINT
2X4 CONNECTION
20 GA 3" X 6" CONNECTOR PLATES
AT THIS CONNECTION ON 14' WIDE
UNITS ONLY
1 1/2" x 5" 26 GA. GALV. STEEL PLATE DOUBLE 2X4 STUDS $RAFTERS
(6) 1.25" X .105" NAILS STITCHED W/3" X .120 NAILS 12" OC
12" 2X4 BLOCK—,,,,
1 1/2" X 10" 26 GA. GALV. STEEL PLATE
(6) 1.25" X .105" NAILS (TYP )
1X4 SYPKD ON 6' & 8' WIDE UNITS ONLY
1X4 PURLIN (10/12114 WIDE UNITS)-
(317/16" X 1 3/4"
STAPLES PER CONNECTION
DELETE OVERHANG ON RUFFY
& AMERICANA MODELS
(3) 3" NAILS PER
1 112" X 10" 26 GA. GALV. STEEL PU
(6) 1.25" X .105" NAILS
12
1
L2X4 BOTTOM CHORDS ON 10'.
& 14' WIDE UNITS ONLY
2" MAX.
-4X4 PURLIN
Ell
DOUBLE PT 2X6 SKIDS
13, 9" MAX.
FNI) WAI I FRAI\\AINC,
N.T.S.
GA. 2.5" X 4" MITEK CONNECTOR PLATES
EACH SIDE OF JOINT
L_ DOUBLE PT 2X6 SKIDS
13' 9" MAX.
CROSS SECTION DETAIL
N.T.S.
20 GA. 3" X 6" CONNECTOR PLATES
AT THIS CONNECTION ON 14' WIDE
UNITS
2X4 STUDS & RAFTERS 24" O.C.
1X4 PURLIN
(31 7116" X 1 3/4"
STAPLES PER CONNECTION
1X4 BOTTOM PLATE
—1 X4 )PURLIN
(STAPLES PER CONNECTION
1X4 BOTTOM PLATE
TYPICAL DOOR FRAMING:
MAXIMUM DOOR SIZE -
120" W X 84" H
MAX. SPAN (INCHES) UNDER
EXTERIOR WALL
2-2X4 2-2X6
1 PLY f
A FILILLE g
HEADER TYPE MAX. SF
A 64"
B . 95'
t
Owtom
mNm
UO�
of I
1
W
J
J
3
�
Q
F
o
,
w
Ix
o0
Iw—
a
O
Z
a
J
W
2
co
�M m
�
>
0
- v
W
Z I,i i
¢
!L
Q
Q
17
WWmcanN
USA
>J
cq W
to
J
Z
tY
A
cr
w
0
0
•
�
O
z
0j
00
U
U
O
=)=
w
t-
M 3
>
Q
O
U
U
O Q
ROBIN BUILDERS, INC.
PO BOX 1067
(6)638E24 L. 33853
83-I�
RUFFY
CLASSIC
AMERICANA
J12-3-99 3 of 4
r. NONE
r 4
USE 1/2" DIA. RED HEADS
@ 2' FRM EACH END & @ 8' - U" O.C. (MAX)
PATIO ANCHOR MICS-2
OR APPROVED EQUAL
W/2 1/4" MIN EMBEDMENT
IN 2000 PSI CONCRETE
.035 GALV. STRAP OF 47504 CAPACITY
.035 GALV. STRAP OF 4750# CAPACITY
STRAP IS THREADED
THROUGH SLOTTED BOLT
AS THE BOLT IS TIGHTENED, DOUBLE PT 2X6 SKID
HE STAP WINDS AROUND
THE BOLT SHANK. Q, d
3 1/2" CONCRIfrESLAS d
4�
6X6 #10/10 WWM ,
dQ• d OR FIBERMESH
DOUBLE PT 2X6 SKID
t•',•F :?+,; 7•=";+.?,n.i : V (2) 45 RODS (MIN. 3" CONCRETE COVER)
O r•: r%
2" (OR 4") X 8" X 16" CONCRETE BLOCK
LOC S & TIE DOWN ANCHORS SPACED 2'
FROM EACH END, THEN ON MAX. 8' CENTERS. I
TIE DOWN ANCHOR: 5/8" X 30" TWIN 4" H((ELIX (#)30DHC2)) OR I • ,12" ►{
EQUAL FOR
MODEL MRA (#24DAC1) OR EQUAL FOR OCOIL TIE DOWN TO SLAB
SCALE: 1" = V
TIE DOWN TO GROUND 2X4 SYPKD STUD 24
SCALE: 2" = V EE��ppqq pp�� L q z
14 "E:MBEDNWITH g 2pX2-5X " Wp�
ASHER
2X4 PT BOTTOM PLATE
Q, d d ate- . .
CR j 3 1/2" CONE SLAB d
j %yy ry�
6R FIBERMESH '
20" dQ d
2 #5 RODS (MIN 3" CONCRETE COVER
T
Oeulw
W cq
U O
I
�
tr N
r3
_1
3
�
O
v
W
¢
00
Iw-
V
o
17;
O
m
Q.
OJ
a
wZOir
v
Z,a
Wa4
1
_LcJa
aaa
3zrn
ww N
a
oar
OU
rn
>J^N
x
In
c4of
A
vi
°
ir
0
J
r`
r
.z
2
wF
O
U
}
O
J
jU
ita
Z
zpoo
C)
Ooa3
ROBIN BUILDERS. INC.
PO BOX 1067
LAKE WALES, FL. 33853
(863) 638-1294
RUFFY
�• d • IC
NOTE: BOTTOM PLATE IS ATTACHED TO STUDS A ERICANA
WITH j2) 3" X .120 NAILS & WITH 1 112"
X 14" 6 GA. GALV. "U" STRAP AT EACH
STUD TO BOTTOM PLATE CONNECTION.
(10) 1 1/4" X .105 NAILS PER STRAP.
RCA 96
1-
12=3-991 4 of 4
�`1
n
I ,16
., �
��.
i'f
I
},
''