HomeMy WebLinkAbout108 Maplewood Drermit #:
ob Address: 9
Description of Work:
Historic District:
Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date:
A@ OE f 'A 1 % .57,em -PRIM9 D�
Value of Work: �.
Permit Type: Building V Electrical V-*" Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration _Lo`� Change of Service Temporary Pole
Mechanical: Residential Non -Residential _
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential Commercial
Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair — Residential or Commercial
Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: n P /" ��lE?DU
2X77/ Phone:
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
State License Number:
Contact Person: Phone:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Accepta ce ohVrmit is verification,tl}Pt I will notify\the owner of the property of the requirements of Florida Lien Law, FS 713
v`Signature of Owner/Agent Date Signature of Contractor/Agent
Pnnt Owner/Agent's Name Print Contractor/Agent's Name
�`"�:•�0®� JOHN
' l_l 'O0
ture o le March 23, 2008 Date Signature of Notary -State of Florida
��9rFOFF���\OP Bonded Thru Budget Notary Services
Owt3r/Agent is PeQ�ally to Pr
/Produced ID
3 • ' I� • Contractor/Agent is
5 `bid _ Produced ID
190 vo
APPLICATION APPROVED BY: Bldg: ?m A9• zing:
(Initial ate)
Special Conditions:
Date
Date
Personally Known to Me or
Utilities: FD:
(Initial & Date) (Initial & Date) (Initial & Date)
CITY OF SANFORD BUILDING DIVISION 41
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may-.
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year ager the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, i/N 0' A M, 4 a DIE—L`, do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
vllowed by law on the permitted structure.
Owner/Builder Signature Date
P��w A
rint Owner/Builder Name
(O P � to MN M. JOHNSON
n
nature of NotaryStat f Floa Dat
* * MY COMMISSION # DD 285622
s, r EXPIRES: March 23, 2008
rr"OF F,.& Bonded Thou Budget NotaryServices
Owner is Pe nally Known to Me or has
Produced ID
�' �a�r�nxwi•Tle1--
-} W:
CITY OF 1' 1 BUILDING 1 DIVISION
OWNERIBULDER
AFFIDAVIT
ELECTRICAL & FIRE ALARM SYSTEMN
An owner of propertymaking application for permit, supervising, and doing the work in connection with
the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence
for his or her own use and occupancy and not intended for sale or an owner of property when acting as his
or her own electrical contractor and providing all material supervision himself or herself, when building
or improving a farm outbuilding or a single-family or duplex residence on such property for the
occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial
building with aggregate construction costs of under $25,000 on such property_ for the occupancy or use of
such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale
or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 vear
after completion of same is prima facie evidence that the construction was undertaken for purposes of sale
or lease. This subsection does not exempt any person who is employed by such owner and who acts in
the capacity of a contractor. For the purpose of this subsection, the term "o -wrier of property" includes the
owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an
owner shall personally appear and sign the building permit application.
State law requires electrical contracting to be done by licensed electrical contractors. You have applied
for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to
act as Your own electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in
a commercial building the aggregate construction costs of which are under $25,000. The home or
building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or
lease more than one building you have wired yourself within 1 year after the construction is complete, the
law will presume that you built it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person as your electrical contractor. Your construction shall be done according to
building codes and zoning regulations. It is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances.
do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
c
Udwn r/Builder Signature Date
Apaqjq M,AeNzEK
Print Owner/Builder Name
'4N/V�
(V'����
).S'ature of Notary—Sta of FlorigAkY,,eDate
• , 40 ANN M. JQHNSQN
IJiy COMMISSION 8 DD 286622
P EXPIRES; March 23, 2008
Owner is P sgnally KnownAo, oy �hru8utlgetNotaryServices
Produced ID (�
"AS AN ALTERNATE LOUISIANA PACIFIC EZ PANEL CAN BE USED AS SHEATHING IF
IF INSTALLED PER MANUFACTURER'S SPECS, SEE ATTACHED DETAILS PAGE #2A
TYR LARGE BARN
CONSTRUCTION
COLLAR TIE
All RDOE SFAM
Ir VAOE SAAKS
ONLY
3HEATHINO ORAOE 319'035 BOARD" NAILED W76d NAILS Q 3' O.C.
TOP i BOTTOM E004TOP & SOTTOM OF OPENINGS) i t^ O.C. A
INTERMEDIATE SUPPORTS. )FOR 3HEARWALL VALUE) PLYWOOD USED
FOR UPLIFT i SHEAR CLP3 NOT R"
rxr TRUSS PLATS TYP
BOTH 900 AS SHOWN
H P�q.!J_.
LEi4 TOP PLATE
w woE sums
ONLY
RIGHT SIDE SECTION
1xf TRM
SECURE RAFTERS TO TOP PLATE
w s110SONS Kit mood MNL!
OR fQW. FOR 41M UPLIFT OR
SIM►SOIMI Ki w104d NAILS FOR
OW UPLIFT -
NOT REQUIRED ON LAST RAFTER
TYP SMALL BARN
CONSTRUCTION
6,10,12 WIDE
30• ANCHORS
AS REO'0
ENKA.!.J;g 4Sa!\IT.
PROM WALL SECTION
FISEROLA3S SHMOLES SECURf 3MNOLE.3 W
TO ROOF DECKING WI 1- ROOPING RKLS g
10
N W `
: - UmTH x(�'�
RMIT 310E ELEVATION z 6 V
U
2
A
B -LENGTH C-SIDEWALLW
DOORWAY
REUAARK3
y
2
<
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20'
22 2� 40 T. 4'
K
t.
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101.0'
17.0•
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CI
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16'-0'
s
PRONT lLri�TKX! WONT SDE ELEVATION
0
6'-D"
DELUXE ESTATE YARD BARN
N
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A
B -LENGTH C-SIDEWALLW
DOORWAY
REUAARK3
r
a
0
6' 6' 10' 12' 14' 1t' 10'
2Z
20'
22 2� 40 T. 4'
i r
t.
�•
101.0'
17.0•
�:
:
6 0"
t.0^
i?fR� IB TO CE1CilY 1NAf M W00D RMME �TORAA:E
DeIX" N ALCOR DAkICE MATH iMt: FLORIDA�f
WLNM Cm Im WITH ALt.11EVIMO s TO
CNAP'TM"SLI 7FOR '120 mm "NO VELOCITY
THIS RYLDE60 t 1, m 13mm YMIND V[LOCITY
I WNIMANCHOM AS RiOMW IJ ANCHOR CHART
Mi O NNKM MCL FACTOR L KD CAT:1
irIAC
_
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6'-D"
101
SHEET 1 OF 7
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O
SCF.HEDULE BELLOOWI OCe
NOTE:
{
SECURE BOX SILL a CORNERS
W13-16cINAILS
1. WHEN MONOLITHIC SLAB IS USED, THIS FLOOR
P.T. JO13iI a 1r O.C.ITYP1
SEE SCHEDULE BELOW
FRAMING IS NOT REQUIRED
SEE FLOORING DETAIL DWG. NO.104
4 =
�.
a s m a a ais
SECURE JOIST TO BOX SIL
SEE GENERAL NOTES ON DWO. NO.107
N
Z to
s = a a
Wf2-1&d NAILS a EACH JOIST
r r
J'
as a= a o
4X4 P.T. RUNNERS
2. ALL MATERIALS AND LABOR SHALL MEET
OR EXCEED APPLICABLE LOCAL CODES.
SEE SCHEDULE BELOW
# ` a anTOC
NAIL FLOOR JOIST TO RUNNERS
3. ALL LUMBER TO BE NO. 2 GRADE
N
a a a a#
wll 12d NAa i [ACH JOISTRIUNNER
1NiENSEC .
SOUTHERN YELLOW PINE OR
NO. 2 SPR— UNLESS OTHERWISE
uj �d�qq
a
SlIr COX TREATED PLYWOOD
SPECIFIED OR SUPERSEDED BY
> as a >m >® a a
SECURE FLOOR cir r
APPLICABLE SEE PAGE 7
x�
FLOOR JOtwT wm a
D.C. a EDGES a 1r O.C. Q
ro
INTERMEDIATE SUPPORTS
4. THIS FLOOR FRAMING PLAN IS FOR
THE HEARTLAND INDUSTRIES, INC,
y Z
80
LL
DELUXE ESTATE YARD BARN. ANY DEVIATION
Z o.
G:
=Jim Z= a ase 8+ as
IS STRICTLY PROHIBITED WITHOUT THE
U
C�=ca # a _ PRIOR APPROVAL OF HEARTLAND
SEE PLooR FRAMING
INDUSTRIES, INC. ANDIOR ENGINEER
Z
DETAIL. DWG.103
W
a�s�ssce
6. IN THE EVENT OF A DIMENSIONAL OR
W
Ul
w
� =
MATERIAL DISCREPANCY, NOTIFY
HEARTLAND INDUSTRIES, INC. FOR
g
Q
RESOLUTION OF THE CONFLICT.
dK
N
O=
UJ
_
i 1r WINDOW OFFERED OPT. WINDOW
Z
a
X
E ___
A 2X4 wnnr PLYWOOD Glum
a
❑
NAILED
Z
B
DELUXE ESTATE YARD BARN
g
LL
O
FLOOR FRAMING
x
SEE NOTE NO. 1
I
A
8
C
0
EIX4
P.T.
RUNNERS
P.T. JOISTS
6 BOX SILL
REMARKS
S'
8' 10' 12'
14'
16' 18'
20'
22'
24' 40'
8'-0"
2'-0"
4%0"
2 REO'D
2X4
a
O
to
10'-0"
1' 8"
3'.6-
j/
3 RED'0
2X4
co O
C wi
Z
uJ
>&p
W
Y
-J
12'-0"
2'-0"
4'-0"
3 REO'D
2X8
a1
Q
U
18'-0"
2'-0"
4'-0"
4 REO'D
2X6
107
SHEBT2OFf
S r�?
*AS AN ALTERNATE, USE OF 16X16 ABS PADS, AS MANUFACTURED BY "MF'D HOUSING FDN SYSTEM, A DIV OF
OLIVER TECHNOLOGIES INC., TENN.", 1-800-284-7437, PROVIDED SAME IS INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS, AT ABOVE SP., 4' CENTER TO CENTER UNDER EACH SKID IS OKAY
SitFL R TREATED PLYWOOD —� � SHEATHING GRADE 318"038 BOARD NAILED NOTE:
FLOOR DECKING A9 REQ'D.
SECURE FLOOR DECKING TO
FLOOR JOIST W1 Sd NAILS ® 4"
O.C. GE EDGES d 12" O.C.
INTERMEDIATE SUPPORTS _
P.T. JOISTS 0 tr O.O. (TYP)
SEE SCHEDULE BELOW
SECURE JOIST TO BOX SLL
WI2.1 Sd NAILS A EACH JOIST
4X4 P.T. RUNNERS
SEE SCHEDULE BELOW
TOE NAIL FLOOR
JOIST TO RUNNERS
W/2-1 2d NAILS It EACH _
JOISTIRUNNER INTERSECTION )III=)III
6'9(4"X 16" SOLID BLOCK' 0 4-
O.C. (TYP) 0 EACH SKID
P.T. BOX SILL
SEE SCHEDULE BELOW
FLOOR FRAMING DETAIL
SEE NOTE NO.1
MAXIMUM ANCHOR TIE DOWN LOCATION
110 MPH 6' +1- OC MAX
120 MPH 6' +l- OC MAX
130 MPH 4'+/- OC MAX
Wild NAILS 0 3" O.C. TOP i BOTTOM EDGE
(TOP & BOTTOM OPENINGS) S 8- O.C.
INTERMEDIATE SUPPORTS (FOR SHEARWALL VALUE)
2X4 STUD Q24" O.C.
2X4 STUD gir D.C.
IV BARNS ONLY
2X4 BOTTOM PLATE
I 112"X3-112" LAG SCREW THRU
I�-- W12"X2"X11l" WASHER
30" SINGLE HELIX ANCHOR MODEL
MTEJO AS MFD. BY TIEDOWN
_ ENGINEER, ATLANTA, GA. ON
SIDEWALLS ONLY WIIN 24" +/-
III) OF CORNERS SEE ANCHOR DETAIL
30 DEGREES TO VERTICAL IN THIS PLANE (TYP)
T ,-- FOR EXTERIOR WALLS GREATER THAN S' FLATWISE
BLOCKING REQ -D g PANEL JOINTS. SECURE BLOCKING
W/2 -16d NAILS EACH END. PANEL JOINT IN CENTER
113 OF WALL S. IN THE EVENT OF A DIMENSIONAL OR
SHEATHING GRADE 3/3-035 BOARD- MATERIAL DISCREPANCY, NOTIFY
IWLED Wild NAILS Q 3- D.C. TO►a BOTTOM HEARTLAND INDUSTRIES, INC. FOR
IDGE(TO► a BOTTOM orumul ► r mc. III RESOLUTION OF THE CONFLICT.
NTERMEDUTESUPPORT&
(FOR SHEMWALL VALUE)
2X4 STUD 024" O.C. S. END WALLS DO NOT REQUIRE SHEAR
—2X4 STUD 416" O.C. CUPS ON LAST RAFTER SIDING IS
16• BARNS ONLY USED FOR UPLIFT
— IIrXr J41OLT GSr O.C.
— P.T. 2X4 BOTTOM PLATE
1. WHEN MONOLITHIC SLAB IS USED, THIS FLOOR
FRAMING IS NOT REQUIRED
SEE FLOORING DETAIL DWG. NO. 104
SEE GENERAL NOTES ON DWG. NO.107
2. ALL MATERIALS AND LABOR SHALL MEET
OR EXCEED APPLICABLE LOCAL CODES.
3. ALL LUMBER TO BE NO.2 GRADE
SOUTHERN YELLOW PINE OR
NO. 2 SPF — UNLESS OTHERWISE
SPECIFIED OR SUPERSEDED BY
APPLICABLE SEE PAGE 7
4. THIS FLOOR FRAMING PLAN IS FOR
THE HEARTLAND INDUSTRIES, INC.
DELUXE ESTATE YARD BARN. ANY DEVIATION
IS STRICTLY PROHIBITED WITHOUT THE
PRIOR APPROVAL OF HEARTLAND
INDUSTRIES, INC, AND/OR ENGINEER
1," ROD 3" FROM BOTTOM
4- CONCRETE SLAB
2500 PSL W1 FISERM
30" SINGLE HELIX ANCHOR MODEL
MTE-30 AS MFD. BY TIEDOWN
ENGINEER, ATLANTA, GA. ON
SIDEWALLS ONLY WAN 16'+! -
OF CORNERS i 6'+1-O.C. MAX.
ALTERNATE FOR FLOORS
LESS THAN 400 SQ. FT.
I SEE NOTE NO.1
DELUXE ESTATE YARN BARN
REMARKS
somplo, omm"s ONE MEN
0i■%0rom.0SRI, 01,01.
000%0%0 % %
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F-
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0
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0
1113
MEET 3 OF 7
r
NOTE:
1. THIS WALL PLAN IS GOOD FOR THE DELUXE MATS YARD
BARN ONLY. ALL MATERIAL A LABOR SHALL MEET OR
EXCEED APPLICABLE LOCAL CODE&
SEE OENERAL NOTES ON DW(L No. 107
A
r IX43TUDS Q 24' O.C. MP)
OPT. a• RIDGE VENT
FIEEROL"S SHINGLES SECURED
ro ROOF DECONO WA IM' ROOF NAILS
zx, R2oae BEAM (u• wIOEBARNB ONLY)
SECURE RAFTERS TO FWOE BEAM Wn-ISd NAX.aA EACH RAFTER
a T SIMPEONf.Nt W110Jd NAILS OR EQUIV. FOR 1900 UPLIFT 1 LAYER 1M FELT
' WS
�
z
C
W .J
I r •✓✓/
TNI- ROOF DECXHG AS REGM.
Q
SEE ROOF FRAMING DETAIL
p z
DWG. NO. 306
0C
fECVRE ROOF DECIO/G W/N COMMON
Z
OR M NOT DIPPED NAILS Q 4-O.C. Q
z
EDGES l S' O.C. Q WTIRMEDIATE
0U►►ORTS A 4' O.C.
>-
Q GABLE END
WALLS OR OASLE TRUSSES
SXS COLLAR TE a EVERY OTHER RAFTER
W TOP VJ OF RAFTER SECURE COLLARTE
TO RAFTER Wn•1ad NABS Ir WOE BARNS ONLY
SECURE RAFTERS TOOETHEP.
W/2 -X3" TRUSS PLATE
SEE PAGE to
WOOD OUSSET
p
2X RAFTERS Q 24- O.C.
w
' SEE SCHEDULE FOR S¢E
_
9
a
w
2-X2' TRU38 PLATE BOTH
p
d
$DES OF RAFTER$ (TYM
Z
w
SEE PAGE TA
WOOD GUSSET
DOUBLE TOP PLATE ("P)
IS
A
SEE SCHEDULE BELOW 2X4 STURDY RAR SECURE TO
RAFTERS
W3.1 ed NAILS Q
EACH RAFTER
FIS' COX TREATED PLYWOOD
wt�tNw O11Apa N' O!a aONeT
N1Am vM NUL$ B r oc. for •sonar
=
FLOOR OECONO AS REOTl
ODGWW a 1orroN o/Orlasl a
SECURE /LOOIL otcxm TO
FLOOR JOIST W Sd NAILS 4'
O.c.Q EDOESA Ir O.C.
i
MERYEOMTE SUPPORTS
NOTE: PLYWOOD Co«TINUOUS
J
a
FROM SOX SILL TO TOP OF
In
�
TOP PLATE
O
2
O
ALL BARNS EXCEPT 16' WIDE
o
WALL & ROOF DETAIL
5
3
SEE WALL DETAIL
2X4 STUDf
A 24.O.C. TTYPI
D:
11.
2X4 ST. Q 1F' 0.C. I
W
\
C
1F' WIDE URNS ONLY
=
r4' D0011WAY
ON SLOG. CENTER IJNE
SEE SCHEDULE BELOW
2-2X4 HEADER
'
DELUXE ESTATE YARD BARN
A40VEDOOR
24z4 N
HEADER
FLOOR PLAN
14• WIDE BARNS
I
r+
d
A
8 . LENGTH
WIDTH
8' 8' 10'
12 it' 18'
20'
C2X1 TOP PLATE lU STRUCTURAL WOoO a10R40 NEIONT
DOORWAY
LU
18' 2Y 21' 40'
MINIMUM
(SIDEWALLS) RARER RE
Q
rr 4•!- Fv' rr
r�•
o
8 0"
8' 8
8'•0"
1 REQ'D
2XA
10 -0"
T 8"U.
6.0•
1 REO'D
i
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18' LONGER
2X4
1T-0'
8'-8"
6..0.
2 REO'D
2x4
v n
lw
OS tzi a
0
10
2 REQD
'
2x4
SHEET6 a
NOTE:
�
W
U
SU/PSON H9 i/Jd NAILS V J
i. THIS WALL PLAN IS GOOD FOR THE DELUXE ESTATE YARD
OR EQUN. FORW/UP TO SISS UPLIFT
pO
S 1Ji.
EARN ONLY. ALL MATERIAL S WOR SHALL MEET OR
NOTE:
EXCEED APPLN:ASLE LOCAL CODES.
2-2X4 HEADER IN SIDEWALL ONLY
SEE GENERAL NOTES ON DWG, NO, 107
FOR OPENINGS UP TO 314 --
'4"2
2 -2X6
-2X8 HEADER FOR OPENINGS UP TO 5-4-
A
ED.
EG,
p;�°sa
2X4 ovERwwa
r--
WINDOWS MEET SSPSF
REGUIREMENTS OF
ae
IAAMA1T011
X 311t=
• az=az=x—z
1MINDOWS MEET f9PSF
REGUREMENTS OF
J T S
_^
rXrTRU" PLATE TY►.
SOM SIDES AS SHOWN
s
a" PAGE u
o
- =
d - � a � a s r=
's_
WOCW GUSSET
qN
m
SAIPSON H9 Wr194d NAILS
: s z=
OR EQUN. FOR UP TO 91E8 UPLIFT
W °rP
d
2
°J sasz•�as�a ss--�_-
2.2X4 HEADER
zs=alas 2 —a Cs =sem
s
SXS STURDY RAIL
sssac—=ss=x s=zags
s �zIr-=z�:
6
Z_
M -
1
SEE ELEVATION DWG, NO. 101
N
W_
7115' ROOF DECKING SECURE
ROOF DECKING W/ ad COMMON OR ad
NOT GIPPED GALV. MARS g S' O.C.
Z
B EDGES S S'O.C. a INTERMEDIATE
SUPPORTS III P
ROOF LAYOUT
0.C. o FIRST r OF
OASLIENDS
O
A
B -LENGTH
I
WIDTH
8 8' 10' it 14' 16' 18' 20'
O
RAFTERS 2X4 TOP PLATE
22 24'
40'
(SIDE WALLS)
8' 0"
DOOR OPENING DETAIL
0
FOR SIDE WALLS ONLY
6
2X4 1 REQ -0
W
S
DELUXE ESTATE YARD BARN
2X4 1 REQ'D
1r -o"
d
2X4
REMRKS
a
2 REQ'D
0
-hr6
2X8 2 REQ -0
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OR EQUN. FORW/UP TO SISS UPLIFT
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1MINDOWS MEET f9PSF
REGUREMENTS OF
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AAMAITSII
WINDOW OPENING DETAIL
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SAIPSON H9 Wr194d NAILS
OR EQUN. FOR UP TO 91E8 UPLIFT
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2.2X4 HEADER
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6MPfON SP1 WA•tOd
NAILS OR EQUN. FOR
UP TO 7259 UPLIFT
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DOOR OPENING DETAIL
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FOR SIDE WALLS ONLY
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DELUXE ESTATE YARD BARN
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REMRKS
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FOR 16'& LONGER -2 TOP PLATE REQ'D
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2X8 RIDGE BEAM RE -0-0
106
SHEET 6
IN GENERAL, WHENEVER #2 SYP IS SPECIFIED, USE OF 92 SPF .
STUD GRADE CLA189 SPRUCE4nNE-FIR STUD S -DRY IS ACCEPTABLE FOR STUDS
EXCEPTION: FOR 2X8, 2X10 AND 2X12, ETC, USE ONLY 02 SYP
NOTE: WHENEVER A SINGLE TOP PLATE IS USED, STUDS AND RAFTERS MUST ALIGN
i^Xt' TRUSS PLATS TVP.
em almAs aRo� NOTES:
sEE Paf3E /A 1. THESE 4TRUMVRAL DRAWINGS SHALL.BE USED FOR THE CONBTRUCTWN OF THE SHOWN
WOODEN ouaesT7 sTDRAGE BUILDING.IN TUB EVENT of DIM�Iaw
NOTES:
PLYWOOD PANELS SHALL 6E INSTALLED W FACE
GRAIN PARALLELTOSTUDU,
ALL MM JOINTS $HALL OCCUR OVER PRAMEVG.
FLATWISE BLOCKING SHALL BE USED AT ALL HORL
8101NO PANEL JOIIYTD.
PANELS SHALL BE ATTACHED TO 80TTOM PLATES
& TOP MUWA OF DOUBLE TOP PLATE. LOWEST PLATE
SHALL na ATTACHED TO FOUNDATION (OR BOND BEAM)
WI HALO ORCONNECTORS OF SUFFICIENT CAPACITY TO
RESIST THE unmrr DIYELOPED IN THE PLYWOOD
BHEATHEO WALLS AS NOTED ON PAGE "I A 103
WHERE WINDOWS S DOORS WTERUPT PLYWOOD
IHEATM06 FRAMING ANCHORS OR. CONNECTORS
BHALL BE USED TO REWr THEAPPROPRIATE
UPLIFT LOADS As NOTED ON PACE 100
M4 1
$[VOLE NAIL EOG[ SPACING 111 l
PAPAATTACHMENT FOR U
NJ1L DIBCR@PIWCY, NOTf►YTHE "w"aBR
FOR R6801.ItTION OF WMXT. ANY DEVUTION PROM THESE DRAWINGS MUST BE APPROVED
BY THB ENaaNEER.
L FOOTING DESIGN BASED ON AN ALIOYYABLB BEARING PRESSURE
OF sm P.S.P,
a. ADD VOWRN S APPLY, TERMITE TREATMENT CONCRETE BLAB ONLY
4. Till DOWN ANCHORS SMALL BE USED ON ALL BUILDINGS. USE TIE Dom Ame"ou,
VrIN L.X90" LONG 4" SINOLB NBLW. MODEL MT841%AB MANUFACTURED NY TM DOWN
QNOBVE�tlNO, IIVD:, ATLANTA, GA INSTALLATIONSNALL BE ACCORDING TO THE
MANUPAOTUREtBPEOIFICIATICNs. (EQUIV. ORSEITERA=EPTABLE)
B. MATERIALS
ALL LUMBER TO BE 02 9YP OROS sPFM .
ALL. PLYWOOD SHALL CONFORM. TO THRUTEST 8011 NOFAPA SPOMATION8.
ALL INNNJI3CTMMATENERS 8 IT'S SPACQVG SMALL MEET THE APPLICABLE CODES.
ALL WATERWA .i LABOR PER APPLICABLE LOCAL CODES.
GAIL QQCIONG.'OfANTQD QTRINO BOARD AS MANUFACTMI) BY
LOUR ANA4*41 IC. COMPANY, PORTLAND, OR.
0. THESE W.LDPM ARE TO 89 USED AS STORAAE ONLY S NOT FOR HABITATION.
I.O NINNONS LABELLED DY LSTTHRS VARY BY MOOR S Situ OF BULDINO
.AND ONALL BB OSTAINSO FROM THE PROVIDED SCHWDULBS.
L NON• STRUCTURAL DETAILS 8 ITBM9 MAY W.
CHAN= AT OWNERS D18CRTIO L
0, ALTERNATE ANCMOR1NGtA CERTIFIED GALVANIZED STEEL STRAP MAY BE USED
OVER BOX SILL FWOM ONE SIDS TO THE OTHER OONNQGTING TO TENWN BOLTS
ATTACKED TO TNB ANCHOR READ$ (MODAL NM NU OR EOUN.)
10. METAL DRIP EDGE; NOT REQUIRED
P
ROOM m7�
® �1
C► _.W C"
€61
® (3)THIS M TO CERTIFY THAT THE WOOD FRAME STORAGE a
a BUII.DINO AS SHOWN ON THESE ORAWMOd HAS BEEN
DESIGNED IN ACCORDANCE WITH THE FLORIDA
ROOF SHEETING NAILING ZONE BILLOWS CODE MCI WITH ALL REVISIONS TO
CHAPTER"0&1JFOR 120 MPH WYNO VELOCITY
ZONE 1 A 2 Id COMMON OR HOT DIPPED GALV. BOX NAILS ® THIS IJIIE.DBdO MEETS 1i0MPH WIND VELOCITYcr a.
S" O.C. ® Evan A S" O.C. a NTERMENATE 811PPOfm WHEN ANCHORED AS REQWRBD IN ANCHOR CHART
ZONE 2 Sd COMMON OR N HOT DIPPED GALV. BOX NASA ® WIND NPORTANCE FACTOR i BLD CATs 1
4" O.C. ® GABLE ENDS WALL OR GABLE TRUSS WIND EXPOSURES C 107
spm" T o►y
i
-
Narendra Med,, 8114h,
'� p•e. E
DCA CertiBed� U&eer
DCA Certf6ed miner � 0000021
IarPeetor # OOM3
611 Parsons Ave
Iakela04 F133801
(863}6 2120
(863)487-1892 Fa.
Subject: Heartland Iaduat, sage_ abed co
mpa,= with the Florida, Building Code.
To whom it may coacr n.
As a cactified ph= examina and
'iaspectw for the departmew of co
mY c°t�aicatioa with Flo�eida 7° tY alias and based on
�'+► they that the design of HMtland IndustcieS
(G�ty # 19273) seorage-:beds comply with the F.B.C, and that m
built wood storage sheds that are blocked of ab Protoctioa is'required on site
built on as existing �� whit a
door system. The Hcartiand shed P�►ne prated wood.
will be ipstailed with p�
- Section 1507.3.7 and aoeeta ,�� D 3161. OD. To 110 M.P�� e�sac �� � ��� with
their ��at�. Philip ppb maattfa�cture aII - and M DCPA 107-95 Wstalled to
C0n41Y wi$ MMA 1701.2 wiu&wa iwta,t� is Heartland storage sheds
and nmol: 38-PSF. Strucctaal t+e9uiremanb.
� design -wind Mare for oonopo� and clsddiag is rated for 35 PSF.
Heartland � door matd Pace
28.1 PSF best pm sm evaluated inmoats for a positive 25.9 PSF. And a negative
since with ASTM E 330.97.
Saa:etely;
!V. Shah # 12658
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P. GT OF LAN'D SURr, i i=vf=, and/or CE RTI F i E D TO:
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DESCRIPTION AS FOLLOIA!S: .C)L `j 1 Block C' T'
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P - I'lAr 1 1 11113 S 1RV' v IAF I RL ;HJILI) HEREON IS TRIM AND CO(IiILGI AND Mf.ETS TIIE MIFIIMII)d TECIINICAf
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RAD •. RADIAL / .I 412.021FLORIDA STATUTES.
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PO R. POINT OF BECIINP NO 6 OR A JDO OFTF C[
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POINT OF ,(iMN NLLrAEN7 SACO E. COLONIAL OR ALLIED UPON J DY AN 01 FJtH EPJ [ITY. .
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